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Home My WebLink About42112-Z o�SufFad,�COG Town of Southold 12/5/2017 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39384 Date: 12/5/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1605 Old Shipyard Ln., Southold SCTM#: 473889 Sec/Block/Lot: 64.-5-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/4/2008 pursuant to which Building Permit No. 42112 dated 11/3/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling(modular)with wood frame enta as applied for per ZBA#6234, dated 1/22/2009. The certificate is issued to Prahlow,Theodore of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0063 10/25/2017 ELECTRICAL CERTIFICATE NO. 17-47455 11/27/2017 PLUMBERS CERTIFICATION DATED 11/14/2017 S Mecbhnical 067 ed Signature sU w�Xc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��• � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42112 Date: 11/3/2017 Permission is hereby granted to: Prahlow, Theodore 1605 Old Shipyard Ln Southold, NY 11971 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED FOR; FLOOD PERMIT INC LU DED.Replaces BP# 33627 At premises located at: 1605 Old Shipyard Ln., Southold SCTM # 473889 Sec/Block/Lot# 64.-5-30 Pursuant to application dated 11/6/2017 and approved by the Building Inspector. To expire on 5/5/2019. Fees: PERMIT RENEWAL $550.10 Total: $550.10 Building Insp ct r 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) 4�Ii°� PERMIT NO. 33627 Z Date JANUARY 11, 2008 Permission is hereby granted to: THEODORE E PRAHLOW 1605 OLD SHIPYARD RD SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 1605 OLD SHIPYARD RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0005 Lot No. 030 pursuant to application dated JANUARY 4, 2008 and approved by the Building Inspector to expire on JULY 11, 2009 . Fee $ 1, 211.20 t Authorized Signature ORIGINAL Rev. 5/8/02 i t Form No.6 D TOWN OF SOUTHOLD DD BUILDING DEPARTMENT DEC - 4 2017 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUMDING DEPT' TOWN OF SO OLI D This application must be filled in by typewriter or ink and-submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50:00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date.. 11/3012017. New Construction: X -Old or Pre-existing Building: (check one) Location of Property:' _.1605 Shipyard Lane, Southold, NY 11971, House No. Street Hamlet Owner or Owners of Property: Theodore E. Prahlow Suffolk County Tax Map No 1000,Section. 64_ Block 5 Lot 30 : SubdivisionFiled Map. _ Lot:;. ._ -_ Permit No. 14 Date of Permit. 7/20/2017 Applicant:_Theodore E. Prahlow Health Dept.Approval:,10/26/2017 ,R10-07-0063 Underwriters Approval:. } Planning Board Approval: n/a Request for: Temporary Certificate_ Final Certificate;, _- X (check one) Fee Submitted:$ 50.00 Applicant Signature I t - f Certificate of Compliance ............ .... ......................................... ... ................................................................I.................... .. ......... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..................... ........ . ................................................ . ..... . ................................. ........... .......................... CERTIFIES THAT Upon the application of Upon premises owned by McCarthy Real Estate Theodore Prahlow 46520 County Road 48 1605 Old Shipyard Lane Southold, NY 11971 Southold, NY 11971 Located at: 1605 Old Shipyard Lane, Southhold, NY 11971 Application Number#: 17-47455 Certificate#: 17-47455 Electrical License#: Section: Block: Lot: Building Permit#: 42112 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Entire House A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of November 2017 Electrical Inspector: Robert Ceriello, VJCAL ................ F i APPROVENg 2 ' D J� DEC 4 2017 This certificate is not valid unless raised seal is present. TOWN OF SOU111OLD Town Hall Annex Telephone(631)765-1802 54375 Main Road , Fax(631)765-9502 � P.O.Box 1179 , • Q Southold,NY 11971-0959 F,11 DD BUELDING DEPARTMENT TOWN OF SOUTHOLD DEC - 4 2017 i BUILDINGDWr. TOWN OF SOUTROLD CERT_IF,ICATI-O-N Date: �- s Building Permit No. I � Owner: - -- -- (Pfe`ase print) _ ,Plumber: _soS (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. uJQLIL �rn__ . (Plumber ignature) .._ Sworn to before me this 4day o k��4. 20 s Notary Public, ounty. 3 THOLM I NIoCARTHY Notary Public,Step of New York Suffolk County•No.5004790 I r'nmm°scion Expires November 23,1f_— RIF 3,1- RI F � l t rjf s 0 COD TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [k�FOUNDAATION IST [ ] ROUGH lPL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L �7f_,�a. v /Z DATE - — INSPECTOR so � o LAQ o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLOD. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANNSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Q�6 DATE �' INSPECTOR �q SOply courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO UCTION [ ] FIRE RE ISTANT PENETRATION REMARKS: e:,- DAT INSPECTOR rjf so ia_ q�o < cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION F OUNDATION IST ROUGH PLBG. 1�-FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS:-u) DATEI / L� INSPECTOR- COMM, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUON 2N® [ ] INSULATION [ MIN STRAPPING [`` ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 4 REMARKS: DATE INSPECTOR so �o 0 TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D I DATE J1 INSPECTOR ;LD IS tSPECTION REPORT DATE I COMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) z Was-0-4o H •' ROUGH FRAMING& Al ® y PLUMBING v > VI ) AM - , INSULATION PER N.Y. - - STATE ENERGY CODE gen A FINAL 1ls •. ADDITIONAL COMMENTS 70 7-f'dvu7i� ( n i n C? ��@V J 0,ID 1 O �] •� r/1 jA- /7 p L� LAo � x � y c`_✓ OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 �j I Planning Board approval FAX: (631) 765-9502 /' 11� Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined / /(,20 � Contact: Approved l ,200dd Mail to: Disapproved a/c Phone: Expiration ,20-0 i Building Inspector. JAN 4 ' PPLICATION FOR BUILDIN_G_TERMIT Date ' 206- V INSTRUCTIONS a. This application-MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans;_acGurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if as corporation) l S-D GdA 7714-c//c44 aA JJ Oy7--1 o L,,0 (Mailing address of o atj-- Z State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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. Po byJ kg __ AMC-' License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: GJ�,q sM e�r44-o . � X01-40 House Number Street Hamlet Count Tax Ma No. 1000 Section . `�C) y p 7 Block S� Lot Subdivision 7 -Filed Map No. Lot (Name) l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VAc-A J — Lair 7-7,'L((, 00,6e,/J/-/Zx0 arlr✓��— CC g1Qli/a T-L' b. Intended use and occupancy A/(,,J Attt,� �ryVu.,✓�, 3. Nature of work(check which applicable): New Building DL Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front o97 " Depth . se- Height �e'4`cl 7h& r--_ Number of Stories 9. Size of lot: Front ,)V? Rear t'Oc) Depth IV rq 9-T = JYV3 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-,�-'- 13. Will lot be re-graded? YES -NO Will excess fill be removed from premises? YES NO� I(�nT 6"0 .rh•,0VA 14. Names of Owner of premises P24l+Loj Address So11txovrZ' Phone No. Name of Architect Mooui'v44.- tAOML' Address Phone No Name of Contractor sug Address I,N'o aA1tn-v1&a 2,'%-Phone No. `76J -0"-%�c� So V7-+4dL, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO (2'— 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) S ' COUNTY O� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the as� A(aC.� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 200 • Notary Public at of Applicant BARBARA ANN RUDDER Notary Public.Giate of New York- No,48$M05 Qualified in fiufloir county Commission Expires April 14, v APPEALS BOARD MEMBERS �QF soMailing Address: Gerard P. Goehringer, Chairman hp� Ty�1Southold Town Hall 53095 Main Road•P.O.Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio,Jr. • Q Office Location: Michael A.Simon O a� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �yCOU NTY,� 54375 Main Road(at Youngs Avenue) 2 C 2 � V Southold,NY 11971 DLS 15 http://southoldtown.northfork.net FEB 2000 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BLDG.DEPT. Tel. (631)765-1809•Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS, DECISION MEETING DATE= JANUARY 22, 2009 ZBA#6234 - THEODORE E. PRAHLOW,Applicant PROPERTY LOCATION= 1605 Old Shipyard Lane, Southold CTM 64-5-30 SEO A DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a 7,700 square foot nonconforming lot, measuring 60 feet wide x 140 feet deep as shown on the survey prepared August 21, 2008 by John Metzger, licensed surveyor. BASIS OF APPLICATION= Request for Variances under Sections 280-124 concerning this 7,700 square foot parcel, and based on the Building Inspector's August 22, 2008 Notice of Disapproval concerning a proposed deck and porch additions to the existing single-family dwelling, which new construction will be less than the code-required minimum of 35 feet for a rear yard setback and which exceeds the code-maximum limitation of 20%lot coverage. Findings of Fact The Zoning Board of Appeals held a public hearing on this application on January 8, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: 1 Page 2 of 4—January 22, 2009 ZBA#6234—T.Prahlow i CTM 64-5-30 I J RELIEF REQUESTED: The applicant proposes to add the following to their existing two-story dwelling: (1) an 8 ft.x 27.6 ft covered front porch with columns, railings, and steps, (2) a covered deck with columns and railings at the rear of the house at the first interior floor level measuring 8 ft. x 27.6 ft x 7.8 ft high (above grade) with a set of stairs measuring 4 ft. wide x 12 ft. and extending beyond the proposed covered deck by 8 ft., and (3) a second-story rear deck with railings measuring 8 feet x +/- 15.5 feet. I These proposed rear yard additions will create a nonconforming rear yard setback of 27 feet for the proposed deck and porch and a rear yard setback of 19 feet for the proposed stairs. Collectively, the proposed additions will increase the lot coverage to 25.3%. ADDITIONAL INFORMATION: The applicant's home is a two-story modular construction on a crawl space that currently meets the code's maximum lot coverage of 20% and has a 35 ft. conforming rear yard setback. Because the dwelling had to be built to FEMA standards, the finished first floor had to be much higher in elevation than others in the neighborhood and therefore it appears much taller and larger than other homes in the immediate vicinity which are typically modest one- story ranch or bungalow style. The rear of the house was built with sliding doors on both floors in anticipation of proposed rear deck additions. The house currently does not have a Certificate of Occupancy. At theblic hearing January P g on 8, 2009 written and oral testimony was given by neighbors who voiced their concerns over the applicant's dwelling changing the character ofthe neighborhood by virtue of it's unusually large appearance on a small lot and objected to increasing the lot coverage beyond what is allowed by code. They also voiced concerns over the loss of privacy in their own rear yards that the applicant's proposed elevated first floor and second story rear yard decks would cause. REASONS FOR BOARD ACTION= On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings= 1. Town Law 4267-b(3)(b)(3)(1) Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition of a slightly shallower front porch will reduce the proposed 25.3% lot coverage and improve the appearance of the house from the street. A smaller rear yard deck at the finished floor level will permit the applicant to enjoy their rear yard while providing emergency egress and reducing the proposed excessive lot'coverage. 1 Page 3 of 4—January 22,2009 ZBA#6234—T.Prahlow CTM 64-5-30 f 2. Town Law §267-b(3)(b)(2). Alternative relief cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the house currently has a code compliant lot coverage and rear yard setback so any proposed addition will require a variance. 3. Town Law §267-b(3)(b)(3). The variances as proposed are substantial in that the lot coverage of 25.3% represents a 26.5% variance beyond the code limits of 20% and the proposed rear yard setback of 27 feet is a 22.85% variance beyond the code required minimum of 35 feet. 4. Town Law 4267-b(3)(b)(5). The difficulty has been self-created insofar as the applicant could have chosen to build a smaller house in anticipation of his desire to have a front porch and two rear decks. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The house has been built to FEMA standards and will adhere to the Town's drainage codes. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front porch and rear deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION_ OF THE BOARD= In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Oliva, and duly carried, to DENY the Variances as applied for, and to GRANT ALTERNATIVE RELIEF as noted below and subject to the following Conditions: Cl) The proposed covered front porch shall be reduced from 8 ft.x 27.6 ft.to 6 ft x 27.6 feet. and The proposed second-story rear deck shall be (is) denied and the sliding doors secured according to code or replaced with windows, and 3. The proose rear deck at the finished floor level shall be no larger than 0 =8ft. ith 3 ft. (maximum) high railings, and the required stairs to graa located to the side of the open deck so that they do not protrude into the side yard or the rear yard beyond the 2T non- conforming rear yard setback granted by this Board; and Subject to the following CONDITIONS: i The rear deck must remain uncovered and open to the sky. A row of 5 ft tall or higher evergreens spaced 3 feet on center shall be Page 4 of 4—January 22,2009 ZBA#6234—T-;Prahlow CTM 64-5-30 i planted and continuously maintained along the applicant's westerly boundary(side yard) for 35 linear feet from the southwest(rear) corner of the house to the southwest(rear) corner of the property boundary. Lot coverage based upon plans for the alternative relief granted above is to be confirmed by a survey or letter from a licensed surveyor and the applicant before a building permit is issued. That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued. Any deviation from the variance given such as extensions, or demolitions which are-not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code.This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board= Ayes: Members Goehringer (Chairman), Dinizio, Oliva, Simon and Weisman. This Resolution was duly adopted(5-0). RUTH D. OLIVA,VICE CHAIRWOMAN -9,1-,--/2009 Approved for Filing 1 ,z r L 1 Y'E-D- Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM oPROPERTY LOCATION: S. M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ) V STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ———————————————————————————————————————————————————— Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site El Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? El This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the NaturalEl Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of M Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ X One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off M into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? M NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION: --------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ———————————————————————————————————————————————————— STATE OF NEW YORK, COUNTY OF........... ... a That I, r ..................................being duly sworndeposes and says that he/she is the applicant for Pennit, (Name of individual signing Document) Andthat he/she is the -a./................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc) Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this 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 herewith. Sworn to before me this; ........................ ............ day of.. .. .............. .....................,20..� / NotaryPublic: . ................................ r................ ......................................BARBARA ..... ature of plicant) H RUDDER FORM - 06/07 notary pliblior state ot N10VO YOM No,0,56805 Qualified in sufiolk COKIIr Commission Expires April 14, _ JAN-11-08 12 :13 PM STEPHEN. ROSSETTI 516 283 5352 P. 01 STEPHEN ROSSETTI ARCH TEC 28 TURTLE COVR DRIVE SOUTIIAr4rTON,NY 2'b:I.EP110N E:631.203-24JR January 11, 2008 Town of Southold Building Department Re: Prahlow Residence Main Road 1605 told Ship 'Yard Lane PQ Box 1179 Southold, N.Y. 11971 Southold, N,Y, 11971 Pat Conklin: The following changes will be made to the above referenced Prahlow Residence. s There will be no elevator. • There will be no second floor deck and the door shown will be replaced by a window to match the other one in the room. P Sincerely, ' A Stephen Rossetti -Architect aC SAN I 1 20u 01-11-2008 18:12 SOUTHOLD BUILDING DEPT 16317659582 PAGE1 D E C E E CE JUL 2009 BLDG.DEPT. TOWN Of SOUTHOLD l " LONR ISLAND RAIL ROAD _ • TRAVELER STREET LI.R.R.Station' U.S. W POST - TOWN' = Lu OFFICE Lu HALL g a Q ANNEX cm IF . .B. Z z = F1. _FARMS LOT • a' iu } 2 m 0.1 Mile MAIN ROAD STA;FE ROUTE 25 z � TRAFIC TOWN --- ~--- CONTROL. a HALL Lu in _ �J LIGHT z co Z O �a TOWN HALL OFFICES SUPERVISOR • ANNEX OFF ICES ASSESSORS ACCOUNTING TOWN CLERK — i TAX RECEIVERS BUILDING DEPARTMENT TOWN TRUSTEES .fUSTIEE COURT ZONING BOARD OF APPEALS DATA PROCESSING PLANNING BOARDPUBLIC WORKS LAND PRESERVA71ON ENGINEERING TOWN ATTORNEY' HISTORIAN CODE ENFORCEMENT pF SOl6��,®� 0 Town Hall Annex J Telephone(631)765-1802 54375 Main Road y yc Fax(631)765-9502 P.O.Box 1179 • �� Southold,NY 11971-0959 l�COUNrI BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE June 17th, 2010 Theodore E. Prahlow 1605 Old Shipyard Road Southold, N.Y. 11971 RE: 1605 Old Shipyard Rd. (NEW DWELLING) SCTM: # 1000-64.-5-30 Dear Mr. Prahlow, Please be advised that your Building Permit # 33627 issued January 11th, 2008 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $1111.20: at that time we can schedule an inspection by one of our Building Inspector's. Enclosed are copies of expired Building Permits for your convenience. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT BOARD MEMBERSSO(/rSouthold Town Hall Leslie Kanes Weisman,Chairperson �0� p1 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio [ Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing 'gyp �� 54375 Main Road(at Youngs Avenue) Ken Schneider MUM,O� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 July 15, 2010 Joseph Fischetti, PE D 2 rfa E (j 1725 Hobart Road L5 ly L5 u P.O. Box 616 Southold,NY 11971 JUL2 1 2010 RE: Prahlow, ZBA Appeal#6234 BLDG.DEPT. TOWN OF SOUTHOLD Dear Mr. Fischetti, I have reviewed your letter of explanation and the updated survey you submitted for the Prahlow property, and discussed with Board members your request for an amended rear yard setback from that which was granted by the Board in the above referenced decision. We have concluded that, based upon your engineering design analysis, your request for the deck steps to encroach by three feet(24 foot setback) into the 27 foot rear yard setback that was granted in decision# 6234 is de minimus in nature. I will submit a copy of this letter and one stamped approved survey to the Building Department so that you can proceed with completing construction and obtaining a CO. If you have any questions,please call the office. e trul yours, Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Enc. Cc: Bldg:Dept. Southold Town Building Department 54375 Main Road Permit#: 33627 Southold,New York 11971 ' ., • Permit Date: 1/11/2008 (631) 765-1802 . Expiration Date: 7/11/2009 Parcel ID: 64.-5-30 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 4/15/2011 Applicant: THEODORE E PRAHLOW Location: 1605 OLD SHIPYARD RD SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING(MODULAR)AS APPLIED FOR; FLOOD PERMIT INCLUDED. A FEE OF $1111.20 IS REQUIRED TO RENEW THIS B A�DINNGERMIT, T YOU. Owner: THEODORE E PRAHLOW Address: 2713 FORDHAM COURT FLOWER MOUN, TX 75022 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. �a THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 'UE pF 4 Southold Town Building Department 54375 Main Road Permit#: 33627 y ' Southold,New York 11971 Permit Date: 1/11/2008 o (631)765-1802 41 } Expiration Date: 7/11/2009 Parcel ID: 64.-5-30 Dated: 5/31/2011 Applicant: THEODORE E PRAHLOW Location: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR)AS APPLIED FOR; FLOOD PERMIT INCLUDED. V 0 Owner: THEODORE E PRAHLOW Address: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 f Your BUILDING PERMIT#33627 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$1111.20 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, y Michael Verity: Chief Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector L SECTION / / / DELIVERY SENDER: ■ Complete items-1,2,and 3.Also complete A Signature Item 4 if Restricted Delivery Is desired. ❑A ent ■ Print your name and address on the reverse - �' ddressee so that we can return the card to you. B. Received by(Printed Name) :G:-Date-of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. ? Yes 'b' D. Is delivery address di fere 1. Article Addressed to: If YES,enter delivery add s low'm ❑N �p A 11,05- on -0.LYLLp ya'L& 3. Service Type d- a ❑Certified Mail ❑Express Mail---"Y�r �v1 [3Registered E3ReturnReceipt for Merchandise 7l ❑Insured Mail ❑'C.O.D, 4. Restricted Delivery?(Edna Fee) ❑Yes 2. Article Number n �7�1 �O (Transfer from service l ce abe / ! v 102595-02-M-1540 PS Form 3811,February 2004 Domestic Return Receipt __ Southold Town Building Department P.O.Box 1179 Permit#: 33627 54375 Main Road Southold,New York 11971 Permit Date: 1/11/2008 (631)765-1802 Expiration Date: 7/11/2009 Parcel ID: 64.-5-30 BUILDING PERMIT RENEWAL LETTER Dated: 1/22/2015 Applicant: THEODORE E PRAHLOW Location: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING(MODULAR)AS APPLIED FOR; FLOOD PERMIT INCLUDED. A FEE OF $550.10 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: THEODORE E PRAHLOW Address: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. pF SO!/j�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ;IC`®lye@ IOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Theodore E. Prahlow October 16, 2015 1605 Old Shipyard Lane Southold, NY 11971 This letter is to inform you that the following building permits are expired. You will not be able to apply for future permits until these permits are properly addressed. Building Permit#33627 has the renewal fee of$550.10. Building Permit#37204 has the renewal fee of$100.00. Before we can renew these permits you must first renew your Health Department Permit #1110-07-0063 which was issued 07-07-2007 and expired 07-07-2010. You can contact the Health Department at(631)852-5700. Thank You, Southold Building Department Southold Town Building Department �sSU FQtK�o�' P.O. Box 1179 Permit #: 33627 53095 Main Rd Permit Date: 1/11/2008 ,= Southold, New York 11971 (631) 765-1802 Expiration Date: 7/11/2009 Parcel ID: 64.-5-30 BUILD"IlN JrE IT El�E A�. I�ErI'�'E� Dated: 7/20/2017 Applicant: THEODORE E PRAHLOW Location: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR)AS APPLIED FOR; FLOOD PERMIT INCLUDED. **You will need to renew the Board of Health with the Health Department** **for this project before you can renew the Building Department Permit. A EEE $550.10 S REQUIRED TO RENEW THIS BUILDING PERMI'T.- Owner: THEODORE E PRAHLOW Address: 1605 OLD SHIPYARD LANE SOUTHOLD,N.Y. 11971 The permit listed above has expired:No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. mccARTHY MANAGEMENT, INC. ® ®` 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 ' DATE JOB NO (631Y465-5815 FAX (63 ) 765-5816 ATTENTION TO RE av�N �n0 D +r� Gq --''3 M CIA U 77 WE ARE SENDING YOU ❑'"Attached•" F1Under separate cover via V —t Ilowill itamI !. , i' .i ❑ Shop,drawings ❑ °Prints, CI Plans, ❑ Samples ❑' Specifications ! El 'Co of letter ❑' Change order ❑ COPIES • �.'bESCRIPAM o PLS b er t THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit , copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections- ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. NeCARTHY MANAGEMEM INC. L ® ® ® e e 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 11ATE1 I ) JOB NO (631) 765-5815, FAX (63k 765-5816 ATTENTION TO 't •. `fir D Lin Old- tic WE.ARE SENDING YOU , El.,Attached. ❑ Under separate cover via the following items: b ❑ Shop,drawings •❑ Prints, ❑ Plans ❑ Samples _ ❑ Specifications ' 4 ❑ Copy of•letter ❑ 'Change order - ❑ COPIESAA NO. DESCRIPTION ne 00 L.0 �-eA THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. pF SO(/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 lyc®m,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 27, 2017 McCarthy Management, Inc. 46520 CR 48 Southold, New York RE: Prahlow, 1605 Shipyard Lane, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. XApplication for Certificate of Occupancy. (Enclosed) dyx Electrical Underwriters CertificatAc/d �a a, O�- A fee of$50.00. Final Survey with Health Department Approval. Qy Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 42112-Z New Dwelling V LOT NUMBERS REFER 1 U SUBDIVISION MAP OF FOUNDERS ESTATES" FILED IN T141"� SUFFOLK COUNTY CLERK'S OFFICE O ON MAY 10, 1927 AS r;IL.E NO. 834. SURVEY OF PROPERTY HSE. I "Z Fin fir I finished grade _ei 10.7 A T SO UTHOLD el.►2 -; V min TOWN OF SO UTHOLD 1E SSL IE r g °•5SUFFOLK COUNTY, N. Y. s.� �pf/crank ��9I. IE B.5 8 0• 3' ,1 Q L'i CENTER 1000-64—'05—"e30 POOL ground wafer el 2.6 3' min. SCALE. 1 =20� — '— AUGUST 29, 2006 SEPTIC SYSFEM CROSS SECTION MAY' Il, 2007 (HEALTH DEPT. INFO) _120,0 GAL.GAL. PRECAST SEPT! K B� 4110. DEPTH MAY l5, 2007 (TEST HOLE). - G , 5 LEACHING POOLS 8' DEEP J0J �5�• GROUND WATERWITH 3' SAND SWl 3' ABO E N TE: IQSURFACE SEWAGE DISPOSAL 0 Op SYSTEM DESIGN �� y TESTHOLE 7 '� 1 �� BYE JOSEPH FISCHETTy P.E. J �. HOBART ROAD 5/14/07 to - 0 `Q �� h \\\ SOUTHOLD, N.Y. 11971 & a MIXED SAND AND LOAM \ .� �� (631) 765 - 2954 -- I BROWN SILT ML ,DA Qa ��. �• /P -p �` r CQ4tpL�S �U ' PA:_E BROWN FINE TO MEDIUM SAND SP 9 /-23 7.7' � o ', \ s r Go o,I, SUFF01.1C COUNTY DEPART'MENT'OF HCALTH SERVICES CY Y_C? _-off ,�; '`�°RP �9��y� PERMIT FOR APPROVAL OF"CONST°RUCT ION FOR A WATER IN PALE BROWN FINE TO o _(� �T `�A MH71UM SAND SP ps iLs iLJ ,,j G ,- SINGLE FAMILYRESIDENCE ONLY I9' Q-�- DATE ®. ado�G-7 -�� BY McDONAL D GEOSCIENCE 90 -� , o ! ' Rp0 APPROVE® -gyp ? _ < �s p. EXISTING DOUSE TO REMOVED NOT o� .o �"'�04 �� `. ' °F F MAXIMUM OF L. E®ROOMS SHOWN HEREON �i `o !y j < �, �J '�tiEXPIRES THREE FROM ® YE OFAPPROVAL EXISTING CESSPOOLS TO BE REMOVED OR FILLED IN o,� EXISTING V/ELL TO BE ABANDONED d J FLOOD ZONES X 8 AE (6I. 8) �� o�-� ��/ s � � �e� { °� Abando ent of existin sanitary s FIRM 3610.3CO166 G 5/4/98 m TY Ystem mast be in ��, P c T mance with department requirement Submit dor j 7 po1a O / OO co ➢ �OrII]8 W��NIa a �' � as proof I am familiar with the STANDARDS FOR APPROVALS ,., ! - AND CONSTRUCTION OF SUBSURFACE SEWAGE �c� �, .�, '-' O�v DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES '��,a� .. °� S �' 160 ( MD and will abide by the conditions set forth therein and on the permit to construct. ��,� �� °F; � �,y� �� ^BtJ� -�y �� ,��OF NEIy� ! MET ® r+" C) I. The location of wells and cesspools shown hereon are ,. ,s S� ►� �,_-; �, ®`r 2c� from field observations and or from data obtcined from others. - 'O.• �'� ti ,I �t a ANY ALTERATION OR ADDITION TO THIS SURVEY IS A 0OL/i710N �ia OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 61 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS J J HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF � � e CONIC YO SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ofHeaithSeNlce$, (631) 765-5020 FA Q 7 WHOSE SIGNATURE APPEARS HEREON. �i �ffO1�C 0 ��p N. ELEVATIONS ARE REFERENCED TO N.G. V.D. ��, ♦ �� s P � P.0. BOX 909 SOUTHOLD,1230 TRAVELER R STREET 106-009 AREA=7,700 80. FT. 0 =PIPE �� V V 1 LOT NUMBERS REFER TP "SUBDIVISION MAP OF FOUNDERS JUC ESTATES FILED IN TNF. ,,rUFFOLK COUNTY CLERKS OFFICE 2 G ON MAY 10, 1927 AS /ILE NO. 834. ,SURVEY OF PROPER �a�2 � NSE. RO O FIR [Ir el 10.7 A T SOUTHOLD F ap A el. �� finished grade �S min 0.5'5 TOWN OF SOUTHOLD TIE 8.9 SUFFOLK COUNTY, N. Y. IE 9 000 ggal. JE 9J• IE 8.3 LP. 3' O�' SepticTank CENTER 810 1000-64-05-30 POOL 3' m1n. ground water at 2.6 SCALE. 1'=20' AUGUST 29, 2006 SEPTIC SYSTEM CROSS SECTION MAY' 11, 2007 (HEALTH DEPT. INFO) !-_1200_GAL. PRECAST SEPTIC TANK 80 4'110. DEPTH MA Y 15, 2007 (TEST HOLE). 5 LEACHING POOLS 8' 0 x 3' DEEPWITH 3' ,Q�• /g� Qao7L0/evc.�iany) QJ Q \�5�• GROUND WANTEROLLAR (SW) 3' ABOVE y OCT. 30, 2007 (revisions) NOTE, Dec. 4 2bb71 r�Ys,o�) SUBSURFACE SEWAGE DISPOSAL FEB. t9, 2008 (Foundation) pp SYSTEM DESIGN TEStHOLE '' BYE JOSEPH FISCHETTI, P-E- MUNE /3, 2008 PROP. DDI 5SrH 0 QJ0 �jp� AUG. 2l, 2008 (PROP. ADD/7IOW�S1 fl.ro 'y HOBART ROAD JAN. 20, 2008 (add/l/OV O �1 \ '�S� SOUTHOLD, N.Y. 1197/ JULY 6, 2010 SLOT COVERAGE) MIXED SAND AND LOAM (63/) 765 - 2954 Iro �0• BROWN SILT ML _ O s ."o � LOT COVERAGE PALE BROWN FINE TO M6DJUM SAND oA��i. EXISTING-1540/T700 a 20X PROPOSED 1874 /7700 = 24.3 -- 7.7' Q \ �G 0.x,9 qt yip °.�, o� sr2 \ !o FM)G�. 1P.�PALE BROWN FINE 717 � / C MEDRJM SAND SP \ e r T N ps \\ �� `�1 /8 7 sg � X Q,l7'u / = 3/ 4_ �`f, l s Q'° J� y 28 = //3 vt BY McDONALD GEOSCIENCE �10 // � o� �A �j-p v i�Le 2r'y y--o A-�� `k 5a ,� �' ti.� G��e �A� X00. �5 �r CL��IU ar Pgva� EXISTING HOUSE T 0 BE REMOVED .0, Co ~ ' C SHOWN HEREON �m F)r g/� a '�a� EXISTING CESSPOOLS TO BE ' c N o� REMOVED OR FILLED /N ��- o>, o EXISTING WELL TO BE ABANDONED �� .� �, y nnaP ,� � '°' C°v1�,t�` \sem- FINAL FLOOD ZONES x 8 A E (e% 8) L �o � G o �� ` ` \s� EV IOW E BY L� 9 2 / s > R FIRM 36103COI66 G 5/4/98 3 �� ' 9 * SEE•:©ECIS10N � yon` o'• � C �0 PAVED_ !,_,,.,_ I am familiar with the STANDARDS FOR APPROVAL >y� �o �oP AND CONSTRUCTION OF SUBSURFACE SEWAGE yc �, z� '�� ' ��'---�� `- Ae �, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �;,v =�'y °� �. °J,l, �� QJO �� i+idEgb�`i and will abide by the conditions set forth therein and on theAGm �; dor a�� ,�� Gg -�` �O� '; � permit to construct. GOA,,, / O O 0 v The location of wells and cesspools shown hereon are !�,,s S. T r� from field•observctions and or from data obtained from others. s ?- o— o<0 ,.,. vS r0. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �i / �>> / ` EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 'T' 1C NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F c�lyyyls CONIC MORS, P.C. 'SAID MAP.'OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Amy (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. G OX 909 ELEVA TIONS ARE REFERENCED TO N.G. V.D. ; �9.s�, D B 0 TRAVELER STREET ARE/q-7,700 SO. FT. 0 —PIPE - � SOUTHOLD, N. Y. 11971 ��—�®� i LOT NUMBERS REFER, TO "SUBDIVISION MAP OF FOUNDERS N . ,� ESTATES" FILED IN T-IE SUFFOLK COUNTY CLERKS OFFICE oma. ON MAY 10, 1.927 A FILE NO. 834. SURVEY OF PROPERTY HSE. ! =y Fin ► at 10.7 A T SO UTHOLD finished grade V min TOWN OF SO UTHOLD i1000 a1. ►E 9J 8. L.P. 3' SUFFOLK COUNTY, N Y, gg 0.5' 1:l• SepNcTank 61� ;i CENTER 1000-6'4-05-30 POOL 3' min. ground water et 2.6 SCALE: 1'20' - AUGUST 29, 2006 SEPTIC SYSTEM CROSS SECTION MA Y' 11, 2007 (HEAL TH DEPT. INFO)' y�P I-J200-GAL. PRECAST SEPTIC TANK &� 4110. DEPTH MAY 15, 2007 (TEST HOLE). G \ 5 LEACHING POOLS 8' 0 x 3' DEEP jQpf /8 Qao7C0/eVc.tiony) I 10 '� �. WITH 3' SAND COLLAR (SW) 3' ABOVE ' J� Q 5 GROUND WATER SaPt 27� 2007 (1-vnc��{ / �e �� OCT. 30, 2007 (re visions) NOTE, Dec- 4- G ec• 4 G C� SUBSURFACE SEWAGE DISPOSAL FEB. l9, 2008 (Foundatlonl (� O�\G �p SYSTEM DESIGN TEST HOLE 9 BYf JOSEPH FISCHETTI, P.E. 5/14/07 0 �'Y` QJ �0. \ S HOBART ROAD Ea Io oy �,1 S SOUTHOLD, N.Y. 11971 j MIXED SAND AND LOAM (631) 765 - 2954 BROWN SILT ML ,� �•yyQP (v \ IrO� �Ka, Y PALE BROWN FINE TO MEDIUM SAND SP y ! qty�' LOT COVERAGE �� ' Or �. EXISTING• 1165/7700 - 15.1% 4� Et-2.3 J �y�y�� .F?o. �� 0� !!s 'OG�'°s PROPOSED - 1540/7700 20% 7.7" . � � --o �•' '�y�,jy /2oo>Y �u�1 o y7� Co rnPc��c�1o�/.5 WATER/N PALE BROWN FINE TO q q� 'O , J MEDIUM SAND SP is 40 o,/7')4 = 202 cif 9 bra 8,3 = BY.McDONALD GEOSCIENCE 9g, o y Vve AN �Qp '� PN' r CGNe � EXISTING HOUSE TO BE REMOVED SHOWN HEREON rte- 6tsr- el'�-a j. .o 1 t0 EXISTING CESSPOOLS TO BE �O �o�o REMOVED OR FILLED IN ,�� Co 4 y \ EXISTING WELL TO BE ABANDONED !°' 4��,� , iso \o. FLOOD ZONES X & AE (el. 8) L� o �,�� < s. FIRM 36103CO166 G 5/4/98 A- ti) <'o I am familiar with the STANDARDS FOR APPROVALT AND CONSTRUCTION OF SUBSURFACE SEWAGE �c►'`c?� {� o DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ' �,. }--c, -? �. �� ` `QJ and will abide by the conditions set forth therein and on the �s�'•; CoA permit to construct. ��`�� r� 0j The location of wells and cesspools shown hereon are s' S• \\ .rye '®� �, s from field observations and or from data obtained from others. ANY AL7ERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION LJ 4 y �0, OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ( C� l `G !� oq� �;z EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS j yc�py ! ?� 96.18 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF l/, C 'f6►�ge� CONIC SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ,�y� 631 765-5020 ' 5-1797- WHOSE SIGNATURE APPEARS HEREOti. i � 9 ( > ~ ! ELEVA TIONS ARE REFERENCED TO 14.G. V.D. P.0. BOX 909 1230 TRAVELER STREET n� " 2r1V9 AREA-7,700 SO. FT. 0 =PIPE �� SOUTHOLO, N. Y. 11971 v � 4 SURVEY OF PROPERTY cell LOT NUME5ER5 DEFER TO "5U6D I V 15I ON MAP OF FOUNI]EK5 A T SO UTHOLD SCDHS REF# R10-07-0063 6 �z ESTATES" F I LEG IN THE SUFFOLK COUNTY CLEKK'5 OFFICE ON r. ,5 ', MAY 10, 1127 A5 FILE NO. 634. TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-64-05-30 SEPT I G LOCAT I ON5 SCALE: 1'-20' U,4%A D D AUGUST 29 2006 4 MAY 11, 2007 HEALTH DEPT. INFO. srt ta' 21' � ��• OCT3 0 2017 ( ) sT2 22' 24' Y�u�� MA Y 15, 2007 (TEST HOLE) SEPTEMBER 18, 2007 (ELEVATIONS) LPI 34' 43' li TaT°rsr' s�a , FEB 19, 2008 (FOUNDATION) 26 36'' s9 '9SAyq` T®,*V-Iq OF SOLI 1 O� JUNE 13, 2008 (ELEVATIONS) LP3 SEPTEMBER 27, 2017 (FINAL) LP4 38' 41' `'� � Q,,�• � ��.,� , LP5 34' 35' SEPT I G SYSTEM �•�• .�y`� ;--., '�,��;.--.,� Fq�� O� ,�� O ; , T SUF(r�M C Gv`�Ul„I CEPAM'"' �r HEALTH��1�@98�� 1-PRECAST 1250 GALLON CYLINDRICAL SEPTIC TANK �� 1`� s ��t�, yTFsp C��2%y trip �/S 5-LEACHING POOLS 8'+ X 3' DEEP e� %'�-®� _ � 6 �2lFeFT�2 �PR®@9�1�OF � ��®�� ®� WITH 3' 5AND COLLAR S MIN. ABOVE �i �� 'S S�to �OR9��iL�(� 8�1��<I®�6�� GROUND WATER Qom ' ' e `�---'� `>-sT, oT O �� T,yp,yk4, note �',� �� H.S.Rat.No. RR, no- -0063 r fi �.b S \7 `Z �Ey• `'Ufa`, `\ �®� s�' '`'Q 0 � i�� n° + �'�Qi�a9 lb::°.�K9:�J'� •,:1'dipeen � 041, �t wwnc •;�^-.:e�a:zd found to c� sagoaca FOR A L`MMNU ^ 4 L�ED6�®�6VI�. G 43 TEST HOLE DATA �� McDONALD GEOSCIENCE 0 r mg f"i``!mbuz+av(,�1emement 0511412007EZ 10.0' X000 C9L�9 ?�Q•.'�1$ O ST MIXED SAND & LOAM OL � 0-' 0SrOWA lb ` BROWN SILT ML T9��9,�� °�F - " .�� , 'r1 s Tj '9 ry^ FC QS5 PALE BROWN FINE TO MEDIUM SAND SP �.� ,/<� A sr /O °sks.. '/• / OTO �i�F� 0 �i EL 2.3' 7.7' � � 6 � � 2p WATER IN PALE BROWN FINE TO MEDIUM SAND SP j (S <O5 0 ° c� o 1 14' � � I ED I O r /V0 ✓�' 6'r �� /FUS— .A'�1.I�T1 �'�!� ' 0•PIPE 20V I a ` ELEVATIONS ARE REFERENCEDBUFF.GO-HEALTH f�1`�� G �, 'I , 0> /Z <Oj�O TO N G.V D. ®FFICE OF WAS / / FLOOD ZONE5 FROM FIRM 36103G0166H MAP EFFECTIVE DATE SEPTEMBER 25, 2009 .Y.5. L I Ci.-_ NO. 49615 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF y �Sv 0 P _.„ VEYORS, P.G. 5EGTION 72090F THE NEW YORK STATE EDUGATION LAW. EXGEPT A5 9e (631) 765 -5020 FAX (631) 765 -1797 PER 5EGTION 7209-5UBDIVI5ION 2. ALL GEKTIFIGATION5 HEREON ��` P.O. E50X 909 - --- ARE VALID FOR THI5 MAP AND COPIES THEREOF ONLY IF SAID MAP AREA=7,700 SQ.. FT. 1230 TRAVELER STREET OR GOPIE5 BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I 5OUTHOLD, N.Y. 11171 [06-209 r U%Aa. a C+ T p S9".r STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 FI inT S12IT7GR GOVERNOR February 7, 2007 Ms.Renee Moist Director of Engineering Apex Homes Inc. 247 US Highway 522 North Middleburg, PA 17842 RE: RENEWAL M 1168-02-074 System approval-CONDITIONAL Dear Ms.Moist: In reference to your written request dated February 2,2007,your original approval dated February 25,2043 to construct Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designated M 1168-02-074 , as authorized under 19 NYCRR 1209.This approval will remain in effect until February 25,2009 unless sooner revoked, and is subject to renewal thereafter. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: La. Seismic Design Category A, B, C for Detached One-and Two-Family Dwellings. Lb. Seismic Design Category A or B for Multiple-Family Dwellings (Townhouses). 2.The basic wind speed of a locality is no more than 120 mph. 3. The ground snow load is not more than 85 psf. 4. Calculations for snow drifting on lower roofs&sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system(snow drift chart)must be specified for each individual submission. The plan submission must include engineering data for structural members which will address the increased loading within the drift area. Supplemental Conditions of Approval In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State.Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1.A set of drawings^comprising at a minimum: WWW DOS.STATE.NY.US • E-MAIL:INFO@DOS.STATE.NY US . Ms.Renee Moist February 7, 2007 Page'2 of 1.1.1 Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads,etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition.Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block -Certification,by design professional,of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,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 fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 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 will submit a weekly report summarizing(listing)all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4.The system conditional approval is subject to termination 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 Residential Code of New York State. Deficiencies will be reported to Apex Homes,Inc. 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 approved set of plans and by this qualifying letter dated February 7, 2007. A copy of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Ronald E.Piester,R.A. Director Division of Code Enforcement and Administration cc: Mr.Richard Wenner,P.E.,PFS Corporation File 02-074CALR2.wpd l REScheck Software Version 4.1.0 Compliance Certificate Project Title: QN-14046 Report Date:09/19/07 Data filename:\\Engineering\y\REScheck\A14046.rck Energy Code: New York State Energy Conservation Construction Code Location- Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type- Non-Electric Glazing Area Percentage- 15% Heating Degree Days: 5750 =` -- Construction Site: Owner/Agent: Designer/Contractor: OLD SHIPYARD LANE EAST END CONSTRUCTION Derek Portzline SOUTHOLD,NY 11971 SERVICES Apex Homes,Inc. 150 WATERVIEW DRIVE 7172 Route 522 SOUTHOLD,NY 11971 Middleburg,PA 17842 o .s _ r .AUTT1910W Maximum UA:522 Your Home UA:457= 12.5%Better Than Code Gross cavity Cont, Gla4ing IJA or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1545 30.0 0.0 54 Wall 1:Wood Frame,16"o c 3123 19.0 0.0 158 Window 1:Vinyl Frame:Double Pane with Low-E 349 0 350 122 Door 1:Glass 118 0.370 44 Door 2.Solid 20 0.280 6 Floor 1:All-Wood Joist/Truss•Over Unconditioned Space 1545 19.0 0.0 73 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 Derek Portzline p L p V-49-07 Name-Title Signature Date ® o 0255'5" ®� �A `®C 2007 QN-14046 Page 1 of 1 WIND ANALYSIS, SHEARWALL DESIGN , AND MISCELLANEOUS CALCULATIONS East End Construction Services / Ted Prahlow ON-14046/NY Southold, NY Prepared for APEX HOMES, INC. 7172 Route 552 Middleburg, PA 17842 Prepared b p Y LARSON DESIGN GROUP P.O. Box 487 1000 Commerce Park Drive, Suite 201 Williamsport, PA 17703-0487 Project No. 6314-011-151 Phase 151 October 2007 Calculations Reviewed By: Plans, maps,specifications,studies,and reports not of Econtaining a red ink seal imprint accompanied by an original � �� signature by the licensed professional may have been �� .� !¢/ fraudulently altered and shall not be considered an original CO C3 �'® �^ copy. All information should be disregarded unless verified by the professional whose signature appears above. r- Copyright Protected 2007. Larson Design Group. D C t� It is a violation of Article 945, Section 7209 of the New York Education Law for any person, unless he is acting under the �4^� �� direction of a licensed professional engineer or land ,0 99? �� surveyor,to alter an item herein in any way. If an item ®rc�SSW®e°�Q' bearing the seal of an engineer of land surveyor is altered, 20®� the altering engineer or land surveyor shall affix to the item his seal and the notation"altered by"followed by his signature and the date of such alteration,and a specific Larson Design Group descnotion of the alteration. Gregory J.Moser,P.E. III . Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors SHEET NO. OF An employee owned company CALCULATED BY SBJ DATE 10/3/2007 P.O.Box 487 Williamsport,PA 17701 CHECKED BY ��.{� DATE TEL570.323.6603 TOLL FREE 877.323.6603 FAX 570,323.9902 Larson Design Group SCALE Table of Contents General Notes Sheet 1 Design Criteria Sheet 2 Main House Summary Sheet 3 thru 6 Engineered Design-Main House Calculations Sheet 7 thru 42 Roof System Connections Sheet 43 thru 85 Appendix Al thru Al rYour Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY - Architects Engineers Surveyors An employee owned company SHEET NO. General Notes 1 OF 1 CALCULATED BY SBJ DATE 10/1/2007 P.O.Box 487 Williamsport,PA 17701 CHECKED BY C DATE 3 t/0 V TEL570.323.6603 TOLL FREE 877.323.6603 FAx 570.323.9902 Larson Design Group SCALE General Notes: The attached calculations have been prepared to satisfy State of New York Department of State requirements pertinent to approval for manufacture of modular construction within 110 to 120 mph wind zones, in accordance with the Residential Code of New York State. The calculations are prepared to specifically comply with the nine(9) items of information required by the Department of State memo issued on January 7, 2004. The attached calculations have been developed under the direction of and reviewed by an engineer registered to practice in the State of New York. Appropriate calculations and drawings have been sealed by the registered engineer. ° Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY b�= i" Architects Engineers Surveyors An employee owned company SHEET NO. 1 OF 1 CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY Q��(Z DATE TEL 570 323 6603 TOLL FREE 877.323 6603 FAx 570 323.9902 Larson Design Group SCALE Design Criteria Codes: Residential Code of New York State (2002) ASCE Standard 7(1998) Buil ding_Description: 2 Story Modular,wood frame construction, Detached Single-Family Dwelling Location: Southold, Suffolk County, NY_ Design Loads: Dead Loads Roof: 10.0 psf RCNYS (2002) R301.3 Floor: 10.0 psf Live Loads Minimum Roof: 20.0 psf RCNYS (2002)Table R301.5 Floor: 40.0 psf RCNYS (2002)Table R301.4 Roof Snow Loads Ground Snow Load: 45.0 psf RCNYS (2002) Figure R301.2(5) Snow Importance Factor: 1.00 ASCE 7(1998)Table 7-4 Thermal Factor: 1.00 ASCE 7 (1998)Table 7-3 Flat Roof Snow Load: 31.5 psf ASCE 7 (1998) 7.3 Wind Load V3= 120 mph (3 second gust) RCNYS (2002) Figure R301.2(4) VFM= 100 mph (fastest mile wind speed) RCNYS (2002)Table R301.2.1.3 Wind Importance Factor: 1.00 ASCE 7 (1998)Table 6-1 Wind Exposure Factor: C RCNYS (2002) R301.2.1.4 Seismic Data Short Period Map Value (SS): 23.9%g 1.0 Sec Period Map Value (Si): 7.3%g Soil Site Class: D I RCNYS (2002) R301.2.2.2 eismic Design Category: B RCNYS (2002)Table R301.2.2.1.1 S Your Vision.Made Real. 5.. X06 Apex Homes, Inc. QN-14046/NY ;. Architects Engineers Surveyors SHEET No. Summa Sheet 1 OF 4 An employee owned company Summary CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 rnJ f TEL570.323.6603 TOLL FREE 877,323 6603 FAX 570.323 9902 CHECKED BY DATE C)f Q Larson Design Group SCALE Main.House Summary The.following information is provided as a summary of the calculations. The summary is intended to address the minimum requirements listed in the January 7, 2004 letter to the Factory Manufactured Home Producers. - Methodology This home is designed using engineered design methods accepted by the Residential Code of New York State(2002)and the Wood Frame Construction Manual-SBC High Wind Edition(1995). Second Floor Forces, Connections,and Fasteners Location Force Connection Fasteners Required Ref Quantity Main House: Roof to 2nd USP Structural Connector Story Wall,Within 6'0"of 428 plf RS200(Clear Span + 18") (22) 10d nails Sheet Corner-Rafter to Stud @ 32"D.C. (11 in each stud) 7 (every other stud w USP Structural Connector c Main House: Roof to 2nd P 2RS200 (Clear Span + 18") (22) 10d nails Sheet Story Wall, Not within 6'0" 300 plf @ 48"D.C. (11 in each stud) 7 c of Corner-Rafter to Stud eve third stud c 0 USP Structural Connector L) Main House: 2nd to 1st RS200(Clear Span+ 18") (22) 10d nails Sheet Story Wall, Within 6'0"of 362 plf' 32"o.c. 11 in each stud 14 c Corner-Stud to Stud @ ( ) (every other stud Main House: 2nd to 1st USP Structural Connector Story Wall, Not within 6'0" 234 plf RS200(Clear Span + 18") (22) 10d nails Sheet of Corner-Stud to Stud @ 48"o.c. (11 in each stud) 14 eve third stud Location Force Exterior Panel Interior Panel Reference Main House: 2nd Story 15/32"OSB w/8d nails @ 7/16"OSB w/8d nails @ Wall-Front ' 1001 plf- 3"o.c. panel edge nailing 4"D.C. panel edge nailing Sheet 8.1 Main House: 2nd Story 7/16"OSB w/8d nails @ 1/2"GWB w/1 114"Type S Wall-Rear 463 Of 3"D.C. panel edge nailing or W#6 drywall screws @ Sheet 8.2 4 D.C. panel edge Main House: 2nd Story 59 plf, 7/16"OSB w/8d nails @ N/A Sheet 10 Wall-Left and Right 6"D.C. panel edge nailing An equal or better connection device maybe substituted for any connection device listed. Your Vision.Mode Real. SOB Apex Homes, Inc. QN-14046/NY 0 Architects Engineers Surveyors SHEET NO Summa Sheet 2 of 4 An employee owned company Summary CALCULATED BY SBJ DATE `` 9/28/2007 P.O.Box 487 Williamsport,PA 17701 {� � t TEL570 323.6603 TOLL FREE 877.323 6603 r-Ax 570.323 9902 CHECKED BY �C- L DATE 0 Larson Design Group SCALE Second Floor Forces, Connections.and Fasteners Location Force Sheathing Connection Reference 294 plf 0.131 x 2.5"@ 6"D.C. Main House: Roof (Shear) 7/16"OSB w/Blocking Panel edge nailing and 6" Sheet 6 84 plf D.C. at intermediate Suction supports 0.131 x 2.5"nails @ 6"D.C. s Main House:Wall Non- 50 If 7/16 OSB Sheet 12 ( p panel edge nailing and 12" Shearwall) (Suction) D.C. at intermediate in supports 338 plf 0.131 x 2.5"nails @ 4"D.C. Main House: Floor (Shear) 19/32"OSB.w/Blocking edge nailing and 6"D.C. at Sheet 16 intermediate supports Location Force Connection Fasteners Required Ref Quantity Main House: 2nd Story to 8960 Ib USP Coiled Strap CMST12 (102) 16d nails Sheet 1 st Story Shearwall-Front (51 in each stud) 13.1 a� c - Main,House: 2nd Story to (80) 16d nails Sheet 1st Story Shearwall-Rear 6040 Ib USP Coiled Strap CMST14 (40 in each stud) 13.1 > O Main House: 2nd Story to USP Coiled Strap (74) 10d nails Sheet 1st Story Shearwall-Left 2576 Ib - CMSTC16 (37 in each stud) 13.2 and Right i i Location Force Connection Fasteners Required Ref Quantity Main House: 2nd Story Sheet Module to 1 st Story Module 294 plf 16d toenails @ 4"D.C. N/A 15.1 -Front and Rear v� Main House: 2nd Story Sheet Module to 1st Story Module 45 plf 16d toenails @ 6"D.C. N/A 15.2 -Left and Right An equal or better connection device may be substituted for any connection device listed. Your Vision Made Real. JOB Apex Homes, Inc. QN-14046/NY -D o:: Architects Engineers Surveyors An employee owned comoany SHEET NO. Summary Sheet 3 OF 4 k` CALCULATED BY SBJ DATE 9/28/2007 PO Box 467 Williamsport,PA 17701 CHECKED BY �� DATE U M TELS70 323.6603 TOLL FREE 877.323 6603 FAx 570 323 9902 Larson Design Group SCALE First Floor Forces, Connections,and Fasteners Location Force Connection Fasteners Required Ref Quantity w Main House: 1st Story Simpson Strong-Tie (13) 10d nails into stud, o Module to Foundation, Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet Within 6'-0"of Corner- 296 plf @ 48"o.c. masonry screws in 22 Stud to Mason /Concrete every third stud foundation wall o Main House: 1 st Story Simpson Strong-Tie (13) 10d nails into stud, w Module to Foundation, Not Connector MSTAM36 and (8) 114 x 2 1/4 Titen Sheet o. within 6'-0"of Corner-Stud 168 plf @ 48"D.C. masonry screws in 22 to Mason /Concrete (every third stud foundation wall Location Force Exterior Panel Interior Panel Reference 15/32"OSB w/ 10d nails 15/32"OSB w/ 10d nails Main House: 1 st Story Wall 2151 plf °@ 2"D.C. panel edge @ 2"D.C. panel edge Sheet 17.1 -Front nailing, provide 3" nominal nailing, provide 3"nominal framing and stagger nails framing and stagger nails 7/16" OSB w/8d nails @ Main House: 1 st Story Wall g30 plf 2"o.c. panel edge nailing, 7/16" OSB w/8d nails @ Sheet 17.2 r -Rear provide 3"nominal framing 4"o.c. panel edge nailing U) and stagger nails Main House: 1st Story Wall 7/16"OSB w/8d nails @ N/A Sheet 19 -Left and Right 135 plf 6"o.c. panel edge nailing Location Force Connection Fasteners Required Ref Quantity Main House: 1 st Story (5)1"dia Bolts in 2"x 6"Quint SYP Shearwall to Foundation 19404 USP Hoiddown TD15 Stud and(1)1 1/4"dia.Anchor Bolt w/ Sheet lb 12'min.embed In Concrete OR 15" 21.1 Wall -Front min.embed.In Masonry rn c c Main House: 1 st Story (4)1"dia.Bolts in 2"x 6"Quad Stud and 11781 (1)1"dia.Anchor Bolt w/12"min Sheet Shearwall to Foundation USP Holddown TDX14 C Ib embed In Concrete OR 15'min 21.2 Wall-Rear embed.In Masonry O — Main House: 1 st Story (2)3/4"dia Bolts in 2"x 6'Double Stud Shearwall to Foundation 2898 Ib USP Holddown TDX5 and(1)3/4"dia.Anchor Bolt w!12" Sheet embed.In Concrete OR 15"min. 21.2 Wall-Left and Right embed In Masonry An equal or better connection device maybe substituted for any connection device listed. Your Vision.Mode Real. JOB Apex Homes, Inc. QN-14046/NY �10 Architects Engineers Surveyors SHEET NO. An employee owned company Summary Sheet 4 OF 4 CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY �J(12 DATE to 14 (j'D TEL570.323.6603-TOLL FREE 877 323 6603 Fax 570.323.9902 Larson Design Group SCALE First Floor Forces, Connections,and Fasteners Location Force Connection Fasteners Required Ref Quantity Main House: 1 st Story USP Lateral Plate Tie (6)8d nails in,perimeter Sheet Module to Sill Plate-Front 632 plf MP4F Type I Installation band and (6)8d nails in sill 23.1 and Rear @ 12"o.c. plate c 5/8"dia.Anchor Bolts @2'o.c. Main ain House: Sill Plate to .2 w/12',min.embed. In Sheet aCD Foundation-Front and 632 pif Concrete OR 15"min.embed. NIA c Rear 23.1 = In Masonry 0 v Main House: 1 st Story Sheet c Module to Sill Plate-Left 102 pif 16d toenails @ 6"o.c./ N/A and Right 23'2 U) 1/2"dia.Anchor Bolts @4'o.c. Main House: Sill Plate to 102If w/12"min.embed. In "� N/A Sheet Foundation-Left and Right p Concrete OR 15"min.embed. 23,2 In Masonry ©2007 Larson Design Group This software is for the exclusive use of Larson Design Group,its affiliates,and its employees in the performance of their work for Larson Design Group Any unauthorized use by a firth other than Larson Design Group,or its affiliates,or person not employed by Larson Design Group,is strictly prohibited and a violation of this copyright An equal or better connection device may be substituted for any connection device listed. Your Vision.h4cde Real. / OF x JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors An employee owned company SHEET NO. 1 OF 23 CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Wilhamspo�t,PA 17701 CHECKED BY (L DATE TEi570 323 6603 TOLL FREE 877.323 6603 FAx 570.323 9902 Larson Design Group SCALE Wind Analysis and Shearwall Design Main House Design Criteria Codes: Residential Code of New York State(2002) Wood Frame Construction Manual-SBC High Wind Edition (1995) Building Description: 2 Story Modular, wood frame construction Occupancy Classification: Detached Single-Family Dwelling Use Group: Detached Single-Family Dwelling , Location: Southold, Suffolk County; NY, Design Loads: Basic Wind Speed V3= 120 mph (3 second gust) RCNYS (2002) Figure R301.2(4) VFM= 100 mph (fastest mile wind speed) RCNYS (2002)Table R301.2.1.3 Per RCNYS (2002) R301.2.1.1 and R602.10.10, Engineered Design in accordance with the AF&PA Wood Frame Construction Manual-SBC High Wind Edition (1995) is permitted for basic wind speeds greater than or equal to 110 mph (3 second gust) Basic Snow Loads Ground Snow Load p9 = '45 psf RCNYS (2002) Figure R301.2(5) Seismic Design Category= B Per section R301.2.2(RCNYS 2002), the seismic provisions of the code apply to buildings constructed in Seismic Design Categories C, D1 and D2, except one and two-family dwellings located in Category C. Therefore, only wind design provisions have been applied to this home. ti Your Vision,Made Peal. JOB Apex Homes, Inc. QN-14046/NY D 5 F + Architects Engineers Surveyors SHEET NO. 2 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport.PA 17701 CHECKED BY DATE TEL570.323 6603 TOLL FREE 677.323 6603 FAX 570.323.9902 Larson Deslgn Group SCALE Main House -Two Story APPLICABILITY: The following table is to determine whether the building geometry is within the applicability limitations of the WFCM -1995 SBC High Wind Edition, Engineered Design, Section 2.1.3 Sec li ribu Limitations Design Values ROOF SYSTEMS 2.1.3.4 IMean Roof Height 1 1 33'maximum 25• -'ft. OSI Rafter/Truss Span(Horizontal Projection) 26'maximum 13.75 ft. CCK Rafter Spacing 24"maximum 16 in. OK Eave Overhang Length Max of 2'or rafter length/3 rafter length= 13.75 ft. 0.83 ft. Owl Rake Overhang Length Max of 2'or purlin span/2 purlin span= "N/A ft. _0.83 'ft. OSI Roof Slope 12 :12 maximum 7 :12 O_I Roof Diaphragm Aspect Ratio 4 :1 maximum Wall Length Parallel to Ridge(L)= '',,58' , ft. Wall Length Perpendicular to Ridge (B)= 27.5: ft. IL/B= 2.11 1 OK WALL SYSTEMS 2.1.3.31 Max Loadbearing Wall Height 10'maximum 9 Ift. OSI Max Non-Loadbearing Wall Height 20'maximum 9 ft. Off Wall Stud Spacing 24" D.C. maximum A6 in. OK Shearwall Line Offset 4'maximum 01 ,-- ft. OSI Shearwall Story Offset Joist depth maximum =4d d = 9.25 0 in. OK Shearwall Segment Aspect Ratio Shearwall height/3.5 minimum H = 9.00 ft. 2.57 FLOORSYSTEMS 2.1.3.2 Joist Span 126'maximum 13.75 1ft. O_I Joist Spacing 24" o.c. maximum 16-' in. OK Cantilevers/Setback-Supporting joist depth, d = 9.25 'in. loadbearing walls or shearwalls extra load,4d =1 I37 in. N/A , in. O-I Cantilevers-Supporting Imax length =Joist span/4= L/4 non-loadbearing wall or nonshearwall L= 13.75 ft. N/A ft. OK Vertical Floor Offset Id max= 9.25 in. N/A in. Floor Diaphragm Aspect Ratio 4 :1 maximum Wall Length Parallel to Ridge(L)= ' 58 ft. Wall Length Perpendicular to Ridge (B)= 27.5 ft. L/B= 2.11 Floor Diaphragm Openings Min of 12'or 0.5*(L1 or L2)= 12 ft. max opening = 9.5 ft. Owl is Home'does,meet the applicability":Tequrretiie�ts'' x.• : ; ; ?:Y. ;:,tl` �:-. ;• {., 4 {- K. ; r,:. ."a=tom Your Vision, JOB Apex Homes, Inc. QN-14046/NY 9 0 Architects Engineers Surveyors SHEET NO. 3 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY DATE k0 EV7 TEL570 323.6603 Tots FREE 877 323 6603 FAX 570.323 9902 1 arson Deslgn Group SCALE Main House -Two Story Constants Constants for Wood Type Spruce-Pine-Fir Stud Specific Gravity G = 0.42 Load Duration Factor CD= 1.6 ANSI/AF&PA NDS (1997)Table 2.3.2 Size Factor( 2x6 stud in tension ) CF= 1 ANSI/AF&PA NDS (1997)4.3.2 Size Factor(2x4 stud in tension ) CF = 1.1 ANSI/AF&PA NDS (1997)4.3.2 Nominal Tensile Stress I IFt= 350 psi ANSI/AF&PA NDS (1997)Table 4A Typical Thickness of Wood Members is= 1.5 in. Fastener Constants for Sliding Nominal Lateral Capacity for 3/4" dia. Z/1= 1140 Ib ANSI /AF&PA NDS (1997)Table 8.2E Bolt in Single Shear Parallel to the Grain Nominal Lateral Capacity for 5/8" dia. Zp= 820 Ib ANSI/AF&PA NDS (1997)Table 8.2E Bolt in Single Shear Parallel to the Grain Nominal Lateral Capacity for 1/2" dia. Zai= 570 Ib ANSI/AF&PA NDS (1997)Table 8.2E Bolt in Single Shear Parallel to the Grain Nominal Lateral Capacity of 16d Z= 88 lb JANSI/AF&PA NDS (1997)Table 12.3A Nails in Single Shear. Toe-Nail Factor Ctn= 0.83 ANSI/AF&PA NDS (1997) 12.3.7 Nail Penetration Depth Factor Cd= 1.00 ANSI/AF&PA NDS (1997) 12.3.4 Nail Fastening Module to Module Toe-Nail Penetration Depth Factor Cd= 0.62 ANSI/AF&PA NDS (1997) 12.3.4 Nail Fastening Module to Sill Plate (Assumes 1" Penetration) Sheathing Constants Roof.:Sl pattiiri01§7116-Hr SB hiivitFi :. Diameter of-lVails;` .'`. D = -0:1'3 in. rc Lengthof.Nails-. L= ;2:5 in. Thickness of 7/16 in. OSB Sheathing t= 0.438 in. 4 n °xr " '' Ib/in. ANSI/AF&PA NDS (1997)Table 12.2A Nominal TJaiIkVUi#hdrawal Design;Ualue'" :; , W= 21t•` Wall Sheathing is 7/16" OSB with 8d nails Diameter of Nails D = 0.131 in. Length of Nails I IL= 2.5 in. Thickness of 7/16 in. OSB Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value W= 21 Ib/in. ANSI /AF&PA NDS (1997)Table 12.2A } Your Vision.Made Reol. JOB Apex Homes, Inc. QN-14046/NY Q or > } Architects Engineers Surveyors SHEET NO. 4 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28//2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE TEL570.323.6603 TOLL FREE 877 323.6603 FAx 570.323.9902 Larson Design Group SCALE Main House -Roof Roof Shear Design WFCM -SBC (1995)2.2.2 Roof Diaphragm Lateral Load WFCM -SBC(1995) Table 2.513 Table 2.5C Perpendicular Parallel to Ridge Interpolation Permitted by 2.1.4 Roof Span (ft.) Wroof(plf) wroof(PID 24 260 170 27.50 279 179 36 325 200 Wall Height= .8 ft. < 10 ft. Table 2.513/C Footnote 2 N/A Increased Perpendicular Roof Diaphragm Load = N/A Increased Parallel Roof Diaphragm Load = N/A Mean Roof Height= 25 ft. > 15 ft. Table 2.513/C Footnote 3 N/A Reduced Perpendicular Roof Diaphragm Load = N/A Reduced Parallel Roof Diaphragm Load = N/A Total Shear Capacity Requirement Wind Perpendicular to Ridge L= 58.00 ft. wroof = 279 plf Vroof=wroof x L= 16180 Ib Wind Parallel to Ridge B = 27.50 ft. I w000f = 179 plf Vroof=w000f x B = 4916 Ib s , Your Vision.Made Reol. n JOB Apex Homes, Inc. QN-14046/NY I �� ` S M Architects Engineers Surveyors SHEET NO 5 OF 23 An employee owned company ~ CALCULATED BY SBJ DATE 9/{28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY (SC YZ DATE TEL570 323 6603 TOLL FREE 877.323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Roof Sheathing Connections WFCM -SBC (1995) 2.2.5 Design Roof Sheathing Connection to Resist Suction Loads and Transfer Shear Loads Suction Pressure from Wind WFCM -SBC (1995)Table 2AA Perimeter Edge Zone= 62.7 psf Interior Zone= 35.6 psf Mean Roof Height= 25 ft. > 15 ft. Table 2AA Footnote 2 N/A Reduced Perimeter Suction Pressure= N/A Reduced Interior Suction Pressure= N/A Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft. Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Table 2AA Footnote 1 Unit Suction Load from Wind with 16 in. ox Rafter Spacing Perimeter Edge Zone = 62.7 psf x 1.33 ft. = 84 plf Interior Zone = 35.6 psf x 1.33 ft. = 47 plf TT I Unit Shear Capacity Requirement Vroof= 16180 Ib Ref. Sheet 4 B= 27.5 ft. V=Vroof/2 B= 294 plf Your Vision,Mode Re01. 1 h roe Apex Homes, Inc. QN-14046/NY � Ls " Architects Engineers Surveyors + k SHEET NO. 6 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY DATE TEL570 323 6603 TOLL FREE 877.323 6603 FAx 570.323.9902 Larson Design Group SCALE Main House - Roof Sheathing Connections (cont'd) WFCM -SBC (1995)2.2.5 Design Roof Sheathing Connection to Resist Suction Loads and Transfer Shear Loads Allowable'Nail.Withdraw6CD`esign'Value= a W'=W CD = 34 Ib/in. ANSI /AF&PA NDS (1997)Table 7.3.1 Length of`Nail'1?enefration e LP= L-t= 2.063 in. Wd�awal Capacity pe�Nai1 Your Vision.Made Raal. aY.;�a.X �,. • roe Apex Homes, Inc. QN-14046/NY � �I✓ � ,� ' Architects Engineers Surveyors SHEET NO. 7 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE TEL570 323 6603 TOLL FREE 877.323 6603 FAX 570 323 9902 Larson Design Group SCALE Main House -Roof Uplift Connections WFCM -SBC (1995) 2.2.3 2 Story Building, 7 :12 Roof, 8 ft. Wall Roof/Ceiling Assembly Dead Load = "10 10 psf Unit Uplift Load41 WFCM-SBC (1995)Table 2.2A Span (ft.) Load (plf) Interpolation Permitted by 2.1.4 24 382 27.5 428 36 540 Mean Roof Height= 25 ft. > 15 ft. Table 2.2A Footnote 6 does not apply Reduced Unit Uplift Load = N/A Building Width = 27.5 ft. < 30 ft. See Table 2.2A Footnote 7 Roof to 2nd Story Wall Connection Load Within 6 ft. of Corners = 428 plf Not within 6 ft. of Corners =0.70 * 428 = 300 Of Roof to 2nd Story Wall Connection (Truss/Rafter to Stud) Ref. Append. # ' Connector: USP Structural Connector RS200 ( Clear Span + 18" ) w/(22) 10d nails(-11 at each end,). Allowable Load = 1430 Ib (Note: Rafters and studs at 16 in. D.C. per Plans) Req'd Uplift Maximum Provided Load Spacing Spacing Within 6 Ift. of Corners 428 plf 40 in. 32 in. Not within 6 ft. of Corners 300 plf 57 in. 48 in. v: Your Vision.Mode Real. JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors An employee owned company SHEET NO 8.1 OF 23 CALCULATED BY t�SBJ DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY L i` DATE C)/'I/c'-7 TEL570.323 6603 TOLL FREE 677.323 6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Second Floor WFCM -SBC (1995)2.2.2 Shearwall Design WFCM -SBC (1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A 2 Story Building, 7 :12 Roof, 8 ft. Wall Wind Perpendicular to Ridge-2nd Story Wall s=Front aindRears' Wall Length Available for Full Height Sheathing B gni = 13.75-(68/12) = 8.1 ' ft. Shearwall Unit Shear Capacity Ref. Sheet 4 Vall'front'+=Vroof/2B jnt' = 1001 plf Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 3B 15/32" OSB w/0.131 x 2.5" nails @ 3"o.c.'panel edge nailing (exterior) Tabulated Value = 450 1 plf vs= 1.40 * 450 = 630 plf See Supplement Table 3B Footnote 1 7/16" OSB w/0.131 x2.5" nails @ 4"o.c. panel edge nailing (interior) Tabulated Value= 350 plf vs = 1.40 * 350 = 490 plf See Supplement Table 3B Footnote 1 Total Shear Capacity VS = 630 plf + 490 plf = 1120 plf > 1001 plf OK Minimum Length to Resist Shear Force for Type I Wall Design L.in —Vroof 12 vs= 7.2 ft. Your Vision.Mode Reol. �ifir;--•=- .loB Apex Homes, Inc. QN-14046/NY -- �• `. Architects Engineers Surveyors SHEET NO. 8.2 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE 4 40 TEL570 323 6603 TOLL FREE 877.323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Second Floor WFCM -SBC (1995)2.2.2 Shearwall Design WFCM -SBC (1995) 2.4.4.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A 2 Story Building, 7 :12 Roof, 8 ft. Wall Wind Perpendicular to Ridge-2nd Story Wall �`Front`and=•Ream: Wall Length Available for Full Height Sheathing 4 ' B - 27.5-(65.5/12)-(3.13+(34.5/24)) , _ „"17.5 ft. rears° — - Shearwall Unit Shear Capacity g' k s: Ref. Sheet 4 v =Vroof/2B = 463 plf wall rears-. rearms Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 3B 7116" OSB w/0.131 x 2.5"nails @ 3" o.c. panel edge nailing (exterior) Tabulated Value = 450 plf vs= 1.40 * 450 = 630 plf See Supplement Table 3B Footnote 1 1/2" GWB w/ 1 1/4"Type S or W#6 drywall screws @ 4"o.c. panel edge (interior) (Comparable to 5d Cooler Nails in accordance with BCNYS (2002)Tbl. 2306.4.5) vs = 125 plf Total Shear Capacity vs = 630 plf + 125 plf = 755 plf > 463 plf QK Minimum Length to Resist Shear Force for Type I Wall Design Lmin=Vroof/2 vs= 10.7 ft. ;i Your Vision.Made Peal. X06 Apex Homes, Inc.QN-14046/NY � ��' ✓ Architects Engineers Surveyors SHEET NO. 9 OF 23 An employee owned company n. CALCULATED BY nSBYJJ DATE ,\9/28/2007 P.O.Box 487 Williamsport.PA 17701 CHECKED BY DATE TEL570.323 6603 TOLL FREE 877 323.6603 FAX 570.323.9902 Larson Deslgn Group SCALE Main House -Second Floor Shearwall Design (cont'd) WFCM-SBC(1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements 2 Story Building, 7 :12 Roof, 8 ft.Wall Wind Perpendicular to Ridge-2nd Story Wall "Front.aridRearx z Percent Full Height Sheathing % front =( 8.1 , - 13.75 )*100= 59 % ear; _( - 17.5 , _ 22.94_ )*100 = 76 Maximum Unrestrained Opening Height H iron« = 64.25 in. 5.35 Ft. H rear#; = 82.5 _ in. 6.88 Ft. Type II Length Increase Factor WFCM-SBC(1995)Supplement Table 3B %\H 5.33 5.35 6.67 50 0.67 0.57 59 0.71 0.70 0.62 Interpolation Permitted 60 0.71 0.63 1 F from; 0.70 %1 H 6.67 6.88 8.00 70 0.69 0.63 76 0.74 0.73 0.68 Interpolation Permitted 80 0.77 0.71 Far; = 0.73 2nd Story Wall L= Lm,n=Type II Length Increase Factor L fronts = 7.2 ft. - 0.70 = 10.2 ft. > 8.1 ft. NG 0.73 = 14.7 ft. < 17.5 ft. OSI iearr = Use Type I(segmented)shear walls for all locations marked NG '10 f t " Your Vision.Made Real. f r � fr, JOB Apex Homes, Inc. QN-14046/NY (� Architects Engineers Surveyors •� ,�, � An employee awned company SHEET NO 10 OF 23 .f> CALCULATED BY SBy�J DATE 9/28/2007 PO Box 487 Williamsport,PA 1770'1 CHECKED BY �J LIZ- DATE TEL570 323 6603 TOLL FREE 877.323.6603 FAX 570 323 9902 Larson Design Group SCALE Main House -Second Floor Shearwall Design (cont'd) WFCM -SBC(1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A 2 Story Building, 7 :12 Roof, 8 ft. Wall Wind Parallel to Ridge-2nd Story Wall ;Left and Right4s Wall Length Available for Full Height Sheathing L left' = 55-(3.17+(34.5/24))-(3*(34.5/12)) ` = 41.8 - ft. L r,9nt": = 55-(34.5/12)-(4.33+(30.5/24)+(24.5/24)) _ 45.5 ft. Shearwall Unit Shear Capacity Ref. Sheet 4 v =Vroof/2L 59 plf Ref. Sheet 4 V wall 9i;i ° =Vroof/2L right = 54 plf Shear Capacity of Shearwall Assembly WFCM -SBC(1995) Supplement Table 3B 7/16" OSB w/0.131 x 2.5"nails @ 6" o.c.'panel edge nailing (exterior)_ Tabulated Value = 230', plf vs= 1.40 " 230 = 322 plf See Supplement Table 3B Footnote 1 1/2"r.1A(BA,/ 1 114"Vine R or W#R rinaUnIl Sr-Do rc (5 d" n r panel edge(interinrl (r mm�ar U6 to Sd Cooler Nails in arrnrrianre with RCNYS (9()n9)Thl 9306 4-9l vs = 0 d plf Total Shear Capacity vs = 322 plf + 0 plf = 322 plf > 59 plf OSI Minimum Length to Resist Shear Force for Type I Wall Design Lmm=Vroof/2 vs= 7.6 ft. Your Vision.Made Real, JOB Apex Homes, Inc. QN-140461NY � { ua3x�„ L �,� .,�•x Architects Engineers Surveyors SHEET NO. 11 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/12007 PO Box 487 Williamsport.PA 17701 CHECKED BY Ic��l� DATE a 16 of TEL570.323.6603 TOLL FREE 877 323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Second Floor Shearwall Design(cont'd) WFCM-SBC(1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements 2 Story Building, 71:12 Roof, 8 ft. Wall Wind Parallel to Ridge-2nd Story Wall ;;Left•andRigfit; Percent Full Height Sheathing % ien-M = ( 41.8 - 50.4 )*100= 83 % ds i =Q'45.5. - 55 )*100= 83 Maximum Unrestrained Opening Height H ft = 64.25 in. 5.35 Ft. H64.25 in. 5.35 Ft. nhtg , ]Type II Length Increase Factor WFCM-SBC(1995) Supplement Table 3B %\H 5.33 5.35 6.67 80 0.83 0.77 83 0.85 0.85 0.80 Interpolation Permitted 90 0.91 0.87 FDeft Q = 0.85 %\H 5.33 5.35 6.67 80 0.83 0.77 83 0.85 0.85 0.80 Interpolation Permitted 90 0.91 0.87 F 0.85 2nd Story Wall L= Lm,n=Type II Length Increase Factor L 1enw = 7.6 ft. 0.85 = 8.9 ft. < 41.8 ft. L�;anr = 7.6 ft. - 0.85 = 8.9 ft. < 45.5 ft. OK Type 11(perforated) walls may be used at each shear wall line f ` , Your Vision.Mode Raol. a qtr° - JOB Apex Homes, Inc. QN-140461NY cf Architects Engineers Surveyors tee. An employee owned company SHEET NO OF 23 + CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BYDATE 1() /) /0-7 TEL570.323,6603 TOLL FREE 877.323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Second Floor Sheathing_Connections WFCM -SBC(1995) 2.2.5 Design Wall Sheathing Connection to Resist Suction Loads Suction Pressure from Wind WFCM -SBC (1995)Table 2.413 Edge Zone = 37.2 psf Interior Zone= 31.8 psf Mean Roof Height= 25 ft. > 15 ft. Table 2AB Footnote 2 N/A Reduced Perimeter Suction Pressure = N/A Reduced Interior Suction Pressure = N/A Edge Zone Width Minimum Building Dimension = 27.5 ft. Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Table 2.413 Footnote 1 I TT- Unit Suction Load from Wind with 16 in. ox Stud Spacing Edge Zone = 37.2 psf x 1.33 ft. = 50 plf Interior Zone= 31.8 psf x 1.33 ft. = 42 plf Allowable Nail Withdrawal Design Value W'=W CD = 34 Ib/in. ANSI/AF&PA NDS (1997)Table 7.3.1 Length of Nail Penetration LP= L-t= 2.063 in. Withdrawal Capacity per Nail = W' Lp = 69 Ib Nail Spacing (in.) Withdrawal Capacity(plf) 12 69 <==Use 8d nails at 12 in.o.c.at intermediate supports 6 139 4 208 3 277 Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors An employee owned company SHEET NO. 13.1 OF 23 4 CALCULATED BY SBJ DATE 11 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY ��. DATE 1(3 b 10-7 TEL570.323 6603 TOLL FREE 877 323.6603 FAX 570.323 9902 Larson Design Group SCALE Main House -Second Floor Overturning Connections WFCM -SBC (1995)2.2.4 Required Holddown Capacity T=vs x h WFCM - SBC (1995) Figure 2.2d @ 2nd Floor(2nd Story Module to 1 st Story Module) - Front T= 1120 plf jx 8.0 ft. = 8960 Ib Ref. Append. # Use USP Coiled Strap CMST12 w/(102)-16d nails in 2"x 6" Double Stud and end length of 45"with a nail spacing of 31/2"o.c. (9320 lb Allowable Load) @ 2nd Floor(2nd Story Module to 1 st Story Module) - Rear T= 755 plf x 8.0 ft. = 6040 Ib Ref. Append. # Use USP Coiled Strap CMST14 w/(80)-16d nails in 2"x 6" Double Stud and end length of 36"with a nail spacing of 3 1/2" o.c. , (6630 Ib Allowable Load) I I IT FT Check Tensile Strength of Studs to Transfer Overturning Loads Assume 2 x 6 in. Spruce-Pine-Fir Double Studs Net Area of Stud Max Bolt Dia. = 0 #of studs = 2 A=stud quantity*(Wst,,d*Hstud- (fastener dia.+ 0 )*W t,d)= 16.50 int Allowable Tensile Stress Ft= Ft CD CF = 560 psi ANSI /AF&PA NDS (1997)Table 2.3.1 Allowable Tensile Load Pt= Ft A= 9240 Ib > 8960 Ib OI Your Vision.Mode Real d �t JOB Apex Homes, Inc. QN-14046/NY r hF` ©s f Architects Engineers Surveyors SHEET NO. 13.2 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE 1 D/7 0,� TEL570 323 6603 TOLL FREE B77 323.6603 FAX 570.323.9902 !_arson Design Group SCALE Main House -Second Floor Overturning Connections WFCM -SBC (1995)2.2.4 Required Holddown Capacity T=vs x h WFCM - SBC (1995) Figure 2.2d @ 2nd Floor(2nd Story Module to 1st Story Module) -Left and Right T= 322:, . Of x 8.0 ft. = 2576 Ib LI Ref. Append. # Use USP Coiled Strap CMSTC16 w/(74)-10d nails in 2"x 6" Double Stud and end length of 29" (4975 Ib Allowable Load) _ (a 9nri Floor(7nri Stnnr AAnrii da to 1 ct Stnnr Mnrii lel -I aft anri Right L 322 plf X RA ft. 25ZE lh Ref Append l Ica i lSP rniled Strad CMSTCI6%mi(74)-I0d nails in?"Y R" nni ihle 4ti irl anti anti length of 79" (4975 Ih Allowable I naril Check Tensile Strength of Studs to Transfer Overturning Loads Assume 2 x 6 in. Spruce-Pine-Fir Double Studs Net Area of Stud Max Bolt Dia. = 0 #of studs = 2 A=stud quantity*(Wst„d*Hst„d-(fastener dia.+ 0 )*Wst„d) = 16.50 int Allowable Tensile Stress Ft = Ft CD CF = 560 psi ANSI /AF&PA NDS (1997)Table 2.3.1 Allowable Tensile Load Pt = Ft'A= 9240 Ib > 2576 Ib OK Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors SHEET NO 14 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 W Ihamsport,PA 17701 CHECKED BY �L� DATE 379 TEL570.323 6603 TOLL FREE 677.323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House -Second Floor Uplift Connections WFCM -SBC(1995)2.2.3 2 Story Building, 7 :12 Roof, 8 ft.Wall 2nd Story Wall to 1st Story Wall Connection Load See Table 2.2A Footnote 2 Ref. Sheet 7 Within 6 ft. of Corners= 428 plf- 66 plf = 362 plf Not within 6 ft. of Corners= 300 plf- 66 plf = 234 plf 2nd Story Wall to 1 st Story Wall Connection (Stud to Stud) Connector: USP Structural Connector RS200 ( Clear Span + 18") Ref.Append.# - w/(22) 10d nails( 11 at each end ). Allowable Load = -1430 Ib (Note: Rafters and studs at 16 in. D.C. per Plans) Req'd Uplift Maximum Provided Load Spacing Spacing Within 6 ft. of Corners 362 plf 47 in. 32 in. Not within 6 ft. of Corners 234 plf 73 in. 48 in. �ggF� ,x amour Vision.Mace P.eol. JOB Apex Homes, Inc. QN-14O46/NY . ? 5 Architects Engineers Surveyors An employee owned company SHEET NO 15.1 OF 23 CALCULATED BY S13J DATE 9/28/2007 P.0 Box 487 Williamsport,PA 17701 CHECKED BY (1) DATE 1 d TEL570.323.6603 TOLL FREE.877 323 6603 FN(570 323.9902 Larson Design Grouo SCALE Main House -Second Floor Sliding Connections Design 2nd Story Module to 1 st Story Module Connection -Front and Rear - JAllowable Lateral Capacity of 16d Toenails in Single Shear Z' = Z CD Cd Ctn = 117 Ib ANSI /AF&PA NDS (1997)Table 7.3.1 Required Lateral Capacity uperp = (uroof)/(2* 27.50 )= 294 plf Ref. Sheet 5 uparallel = roof 2 - )= 0 plf Design 2nd Story Module to 1st Story Module Connection Nail Spacing (in.) Lateral Capacity(plf) 6 234 4 351 <_=Use 16d nails at 4 in.o.c. 3 1 1 467 Your Vision.Mode Peal. JOB Apex Homes, Inc. QN-14046/NY r Architects Engineers Surveyors SHEET NO 15.2 OF 23 t An employee owned company — • CALCULATED BY S13J DATE 9/28/2557 P.O Box 467 Williamsport,PA 17701 CHECKED BY DATE TEL570.323.6603 TOLL FREE 877 323 6603 Fax 570 323.9902 Larson Design Group SCALE Main House -Second Floor Sliding Connections Design 2nd Story Module to 1st Story Module Connection -Left and Right Allowable Lateral Capacity of 16d Toenails in Single Shear Z' = Z CD Cd Ctn = 117 Ib ANSI/AF&PA NDS (1997)Table 7.3.1 Required Lateral Capacity Vperp = (uroof)/(2* )= 0 plf Ref. Sheet 5 uparallel = Nroof)/(2* 55 )= 45 plf Design 2nd Story Module to 1 st Story Module Connection Nail Spacing (in.) Lateral Capacity(plf) 6 234 <_=Use 16d nails at 6 in.o.c. 4 351 3 467 }• "° JOB Apex Homes, Inc. QN-14046/NY Your Vision.Made Real. Architects Engineers Surveyors SHEET NO 16 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/2'f8/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY DATE TEL570.323 6603 TOLL FREE 877.323 6603 FAx 570 323.9902 Larson Design Group SCALE Main House -Second and First Floor Floor Shear Connections WFCM -SBC (1995) 2.2.2 2 Story Building, 7 :12 Roof, 9 ft. Wall Unit Lateral Load from Wind WFCM - SBC (1995)Table 2.5B/C; Perpendicular to Ridge Parallel to Ridge Floor Diaphragm Load 285 plf 205 plf Wall Height= -9 ' ft. < 10 ft. See Table 2.513 Footnote 2 Increased Perpendicular Floor Diaphragm Load = 1.125 (Load) = 321 plf Increased Parallel Floor Diaphragm Load = 1.125 (Load) = 231 plf Mean Roof Height= 25 ft. > 15 ft. Table 2.513 Footnote 3 N/A Reduced Perpendicular Floor Diaphragm Load = N/A Reduced Parallel Floor Diaphragm Load = N/A Total Shear Capacity Requirement Wind Perpendicular to Ridge Wind Parallel to Ridge L= 58 ft. B = 27.5 ft. Vfloor=wfloor x L= 18596 Ib Vfloor=Wfloor x B= 6342 Ib V=Vfloor/(2* 27.5 )= 338 plf V= fi ,W(2* 58 ) = 55 plf Assiirrte l ypical;floor Diapti`ra ; tgm s'4,19�32in'.O �8d '.k at 4 in D.C. panel edge nailing, 6 in. o.c. at intermediate supports. (Blocked) Note: Use value from 15/32 in. line in WFCM Table for use w/8d nails Tabulated Value= 1 295 plf Vs j, 40,ti 295 See. 9pplement Table'2G Foofn�te 1j;„c plf > 338 plf OK Your Vision,Made Reol. JOB Apex Homes, Inc. QN-14046/NY • Architects Engineers Surveyors SHEET NO. 17.1 OF 23 An emplovee owned company CALCULATED BY SB,1 DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY �j�,� DATE TEL570 323 6603 TOLL FREE B 7 7 323.6603 FAx 570.323 9902 Larson Design Group SCALE Main House - First Floor Shearwall Design WFCM -SBC (1995) 2.4.4.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995) Supplement Table 3B 2 Story Building, 7 :12 Roof, 9 ft. Wall Wind Perpendicular to Ridge-1st Story Wall -'FFont,and'-R6arQ Wall Length Available for Full Height Sheathing B?fiont = 13.75-(68/12) ' = 8.1 ft. Shearwall Unit Shear Capacity Ref. Sheet 4, 16 v wairriora=Vroof+Vfloor/2B from = 2151' plf Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 3B I I I I I I I � � I _t I I I � I I I 1 1 15/32" OSB w/0.148 x 3" nails @ 2"o.c. panel edge nailing (exterior); Framing at adjoining panel edges shall be 3,inches nominal or wider and nails"shall be staggered Tabulated Value= 770 plf vs= 1.40` 770 = 1078 plf See Supplement Table 3B Footnote 1 15/32" OSB w/0.148 x3"nails @ 2" D.C. panel edge nailing (interior); Framing at adjoining panel edges shall be 3 inches nominal or wider and nails shall be staggered Tabulated Value = •-770 pif vs = 1.40* 770 = 1078 plf See Supplement Table 3B Footnote 1 Shear Capacity of Shearwall Assembly V, = 1078 plf + 1078 plf = 2156 plf > 2151 plf OK 7-1-11 Minimum Length to Resist Shear Force for Type I Wall Design Lmin=Vroof+Vfloor/2 vs= 8.1 ft. I ` Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY `. Architects Engineers Surveyors SHEET NO. 17.2 OF 23 An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE o TEL570.323 6603 TOLL FREE 677.323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House - First Floor Shearwall Design WFCM -SBC (1995) 2.4.4.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995) Supplement Table 313 2 Story Building, 7 :12 Roof, 9 ft. Wall Wind Perpendicular to Ridge- 1st Story Wall -Left and Righty: Wall Length Available for Full Height Sheathing B nght = 27.5-(75.25/12)-(30.5/12) J = 18.7 ft. Shearwall Unit Shear Capacity Ref. Sheet 4, 16 v =Vroof+Vfloor/213 right° = 930 pff Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 313 7/16" OSB w/0.131 x 2.5" nails @ 2"o.c. panel edge nailing (exterior); Framing at adjoining panel edges shall be 3 inches nominal or wider and nails shall be staggered Tabulated Value = " 585 plf vs= 1.40" 585 = 819 plf See Supplement Table 3B Footnote 1 7/16" OSB w/0.131 x 2.5" nails @ 4"o.c. panel edge nailing (interior) Tabulated Value = 350 plf vs = 1.40* 350 = 490 plf See Supplement Table 3B Footnote 1 Shear Capacity of Shearwall Assembly vs = 819 plf + 490 plf = 1309v Of > 930 plf OK Minimum Length to Resist Shear Force for Type I Wall Design Lmin=Vroof+Vfloor/2 vs= 13.3 ft. , Your Vision,Mode Real .JOB Apex Homes, Inc. QN-14046/NYi >> . • ' ' a; Architects Engineers Surveyors SHEET NO. 1 8 OF 23 .,; An employee owned company CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport.PA 17701 CHECKED BY r�-,L IL DATE 1 a In TEL570.323.6603 TOLL FREE 877.323.6603 FAX 570.323.9902 Larson Deslgn Group SCALE Main House - First Floor Shearwall Design (cont'dj WFCM-SBC(1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements 2 Story Building, 7 :12 Roof, 9 ft.Wall TT� Wind Perpendicular to Ridge-1st Story all , =`Fronf and`Rear` Percent Full Height Sheathing % 8.1 13.75 )*100 = 59 18.7 - 27.5 )*100 = 68 Maximum Unrestrained Opening Height H tr'ont? = 82.5 in. 6.88 Ft. Hreams; = 82.5 in. 6.88 Ft. Type II Length Increase Factor WFCM-SBC(1995) Supplement Table 3B %\H 6.00 6.88 7.50 50 0.67 0.57 59 0.71 0.66 0.62 Interpolation Permitted 60 0.710.63 F <, = 0.66 front, %\ H \H 6.00 6.88 7.50 60 0.71 0.63 68 0.76 0.71 0.68 Interpolation Permitted 70 0.77 0.69 F Tear;; = 0.71 1 st Story Wall L= Lm,n=Type II Length Increase Factor Lfront = 8.1 ft. - 0.66 = 12.3 ft. > 8.1 " ft. N G L reaCw = 13.3 ft. = 0.71 = 18.7 ft. = 18.7 ft. OK ` U144- se Type I(segmented) shear walls for all locations marked NG 1 MAN'�� Your Vision.Mode Reol. JOB Apex Homes, Inc. QN-14046/NY MAC� Architects Engineers Surveyors An employee owned company SHEET NO. 19 OF 23 CALCULATED BY SBJ DATE 9/28/2097 PO.Box 487 Williamsport,PA 17701 CHECKED BY GjC 't� DATE TEL570.323.6603 TOLL FREE B77 323.6603 FAx 570 323 9902 Larson Design Group SCALE Main House - First Floor Shearwall Design (cont'd) WFCM -SBC (1995)2.2.2 Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5C 2 Story Building, 702 Roof, 9 ft. Wall 4..e"^,s•.^:rte.:,... aC - Wind Parallel to Ridge- 1st Story Wall Left;arid;.RightnnX Wall Length Available for Full Height Sheathing L n = 55-(3*(34.5/12))-(3.17+(34;5/24)) ; = 41.8 ft. L s = 55-(3'(. .4.5/12)) 46.4 ft. Shearwall Unit Shear Capacity -iLRef. Sheet 4 16 v =Vroof+Vfloor/2L _ = 135 if wall ieft,..Lr left` p Ref. Sheet 4, 16 v V — <' _ wall ngnt-..— roof+Vfloor/2L rignjc 121 plf Shear Capacity of Shearwall Assembly WFCM -SBC(1995)Supplement Table 3B 7/16" OSB w/0.131 x 2.5" nails @ 6"o.c.,panel edge nailing (exterior) Tabulated Value= ?30, plf vs= 1.40* 230 = 322 plf See Supplement Table 313 Footnote 1 1/91' ('WR r nanal Prim (interinr) (Com nrahlp to rid rnnier Nails in @crnrrjark-�with RCNYc; (7009)Ibl vs = plf Shear Capacity of Shearwall Assembly Vs = 322 Of + 0 plf = 322 plf > 135 plf OSI Minimum Length to Resist Shear Force for Type I Wall Design 1-min =Vroof+Vfloor/2 vs= 17.5 ft. Your Vision,Made Peal JOB Apex Homes, Inc. QN-14046/NY Architects Engineers Surveyors SHEET NO. 20 of 23 An employee owned company - CALCULATED BY (SBJ DATE 9/28(/2007 PO Box 487 Williamsport.PA 17701 CHECKED BY q C DATE TEL570.323,6603 TOLL FREE 877.323.6603 FAX 570.323.9902 - Larson Design Group SCALE Main House -First Floor Shearwall Design (cont'd) WFCM-SBC(1995)2.4.4.2 Shearwall Unit Shear Capacity Requirements 2 Story Building, 7 :12 Roof, 9 ft.Wall Wind Parallel to Ridge-1st Story Wall Leff•and:Right b- Percent Full Height Sheathing % ief _( .41.8 ' _ -'50.4 )*100= 83 % g Y =( 46.4, 55 )*100 = 84 1st Story Wall H 68.25 in. 5.69 Ft. left__ Hnai,f: = 82.5 in. 6.88 Ft. Type 11 Length Increase Factor WFCM-SBC(1995)Supplement Table 3B %\H 4.50 5.69 6.00 80 0.91 0.83 83 0.92 0.87 0.85 Interpolation Permitted 90 0.95 0.91 F left = 0.87 1%\H 6.00 6.88 7.50 80 0.83 0.77 84 0.86 0.83 0.81 Interpolation Permitted 90 0.91 0.87 F shl = 0.83 1 st Story Wall L= Lmm=Type II Length Increase Factor L1e = 17.5 ft. _ 0.87 = 20.1 ft. < 41.8 ft. OK L - 17.5 ft. - 0.83 = 21.0 ft. < 46.4 ft. nght, - Type 11(perforated) walls may be used at each shear wall line Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY or t'� Architects Engineers Surveyors SHEET NO. 21.1 OF 23 An employee owned company 4Y dx CALCULATED BY SBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE 10 b,10-1 TEL570.323.6603 TOLL FREE 877 323.6603 FAX 570.323.9902 Larson Design Group SCALE Main House - First Floor Overturning Connections WFCM -SBC (1995)2.2.4 Required Holddown Capacity T=vs x h WFCM - SBC (1995) Figure 2.2d @ 1st Floor(1st Story Module to Foundation) - Front T= 2156, Of x 9.0 ft. = 19404 Ib Use USP Holddown TD15 w/(5) 1"dia. Bolts-in 2"x 6" SYP Quint Stud Ref.Append. # and (1) 1 1/4" dia.Anchor Bolt embedded 12"into Concrete Foundation OR 15" into Masonry in accordance with WFCM 3.2.1.7: (20745 Ib Allowable Load)J n 1 ct Floor(1 St Rtnry Mnrir rla to Fni inriatinn) _Frnnt T= 2156 pif X SII ft. = I94Q4 !b. l Ica I IqP Hnlririrnern Trl1.r,sir/`F) 1"riia Rnits in 7"x 6" CYP (flint Stun R& Annanri # and (1) 1 1/4"dia_9nCh0�Rnit amhedderi 17"into ron('-rata Fnr rndatbri CRR 1 F"intn Mn--nn rV in nrrnrrinnra%Arith W17rhA '1 7 1 7 (7n7dr, Ih Allnwahla I nari) Check Tensile Strength of Studs to Transfer Overturning Loads Assume 2 x 6 in. Southern Yellow Pine Quintuplet Studs Net Area of Stud Max Bolt Dia. = 1 1/4 #of studs= 5 A=stud quantity*(Wst„d*Hstud-(fastener dia.+ 1/8 )*Wst„d) = 30.94 int Allowable Tensile Stress Ft= Ft CD CF = 760 psi ANSI /AF&PA NDS (1997)Table 2.3.1 Ft=475 psi for SYP Stud Grade ANSI /AF&PA NDS (1997)Table 4B Allowable Tensile Load Pt = Ft A= 23513 lb > 19404 Ib OK Your Vision,Made Reol. JOB Apex Homes, Inc. QN-14046/NY j' ', Architects Engineers Surveyors i_Y" SHEET NO. 21.2 OF 23 A�employee owned company. CALCULATED BY SBJ DATE 9/28/2007 PO Box 487 Williamsport,PA 17701 CHECKED BY DATE /0 l TEL570.323 6603 TOLL FREE 877 323.6603 FAX 570 323.9902 Larson Design Group SCALE Main House - First Floor Overturning Connections WFCM -SBC(1995) 2.2.4 Required Holddown Capacity T=vs x h WFCM -SBC (1995) Figure 2.2d 1st Floor(1st Story Module to Foundation) - R$1b T= 1309 plf x 9.0 ft. = 11781 _ Use USP,Holddown TDX14 w/(4) 1"dia. Bolts in 2"x 6" Quad Studd Ref. Append.# and (1) 1" dia. Anchor Bolt embedded 12" into Concrete Foundation OR 15"into Masonry in accordance with WFCM 3.2.1.7. . (14700 Ib x 0.86 Species Factor= 12642 lb Allowable Load) @ 1st Floor(1st Story Module to Foundation) -Left and Right T= 322 plf x 9.0 ft. = 2898 Ib ; Use USP Holddown TDX5 w/(2) 3/4" dia. Bolts in 2"x 6" Double Stud Ref. Append. # and (1)3/4"dia. Anchor Bolt embedded 12" into Concrete Foundation OR 15"into Masonry in accordance with WFCM 3.2.1.7. (4480 Ib x 0.86 Species Factor=3853 ib Allowable Load) Check Tensile Strength of Studs to Transfer Overturning Loads Assume 2 x 6 in. Spruce-Pine-Fir Quadruple Studs Net Area of Stud . _FMax Bolt Dia. = 1 . #of studs = 4 1 1-77 A=stud quantity*(Wst d*H�„d-(fastener dia.+ 1/8 )*Wn„d)= 26.25 int Allowable Tensile Stress Ft= Ft CD CF= 560 psi ANSI /AF&PA NDS (1997)Table 2.3.1 Allowable Tensile Load Pt = Ft A= 14700 Ib > 11781 Ib 0f Your Vision.Made Real. JOB Apex Homes, Inc. QN-14046/NY �' 4 ' - Architects Engineers Surveyors SHEET NO 22 OF 23 An employee owned company e CALCULATED BY dLSBJ DATE 9/28/2007 PO.Box 487 Williamsport,PA 17701 CHECKED BY DATE 0 a TEI-570.323 6603 TOLL FREE 877 323.6603 FAx 570.323 9902 Larson Design Group SCALE Main House -First Floor Uplift Connections WFCM -SBC (1995)2.2.3 2 Story Building, 71:12 Roof, 9 ft. Wall 1st Story Wall to Foundation Connection Load See Table 2.2A Footnote 2 Ref. Sheet 7 Within 6 ft. of Corners = 428 plf- 2 (66 plf) = 296 plf Not within 6 ft. of Corners = 300 plf- 2 (66 plf) = 168 plf 1st Story Wall to Foundation Connection (Stud to Masonry/Concrete) Ref. Append. # Connector: Simpson Strong-Tie Connector MSTAM36 w/(8) 1/4 x 2 1/4 Titen masonry screws in foundation, and (13) 10d'nails in stud. Allowable Load = 1870 Ib (S-P-F) (Note: Rafters and studs at 16 in. o.c. per Plans) Req'd Uplift Maximum Provided Load Spacing Spacing Within 6 ft. of Corners 296 plf 76 in. 48 in. Not within 6 ft. of Corners 168 plf 134 in. 48 in. Your Vision.Made Peal. JOB Apex Homes, Inc. QN-14046/NY a%'[ t Architects Engineers Surveyors An employoe owned company SHEET NO. 23.1 OF 23 �� CALCULATED BY SB,1 DATE 9/28/2007 TE Box 23. 603WilliTOLL PA 17701 CHECKED BY �yCi�L DATE TE�570.323.6603 ro��FRS 677.323.6603 FAX 570.323 9902 Larson Design Group SCALE Main House -First Floor Sliding Connections Required Lateral Capacity -Front and Rear Wall Required Lateral Capacity Vperp— (Vroof+Vfloor)/(2« 27.50 )= 632 plf Ref. Sheet 4, 16 Vparallel—(Vroof+Vfloor)/ 2 0 )= 0 pif Design 1st Story Module to Sill Plate Connection Allowable Lateral Capacity of 16d Toenails in Single Shear Z' = Z CD Cd CM = 72 Ib ANSI/AF&PA NDS (1997)Table 7.3.1 Nail Spacing(in.) Lateral Capacity(plf) 6 145 4 217 3 290 <== Can not obtain required capacity with 16d toenail Use USP Lateral Plate Tie MP4F Type 1 Installation w/(6)8d nails in Perimeter Band and (6)8d nails in Sill Plate(725 Ib Allowable Load) Tie Spacing (in.) Lateral Capacity(plf) 24 363 Ref.Append.# 16 544 12 725 <== Use USP Lateral Plate Tie MP4F at 12 in.o.c 8 1088 6 1450 Design Sill Plate to Foundation Connection Allowable Lateral Capacity for 5/8 in. dia. Bolt in Single Shear Parallel to the Grain Z' = Z11 CD= 1312 Ib ANSI/AF&PA NDS(1997)Table 7.3.1 Bolt Spacing (ft.) Lateral Capacity(pif) 4 328 3.5 375 3 437 2.5 525 2 656 <== Use 5/8 in. dia.Anchor Bolts at 2 ft. o.c. 1.5 875 1 � ++ I I ;,!Rf x r =�A Your Vision.Mode P.eol. �'T'n u JOB Apex Homes, Inc. QN-14046/NY � `4" '= Architects Engineers Surveyors An employoe owned company SHEET NO. 23.2 OF 23 ma CALCULATED BY SBJ DATE 9/28/2507 PO Box 487 Williamsport,PA 17701 CHECKED BY L DATE o�� 5 TEL570 323.6603 TOLL FREE B77.323 6603 FAX 570.323.9902 Larson Design Group SCALE Main House -First Floor Sliding Connections Required Lateral Capacity -Left and Right Wall,. Required Lateral Capacity uperp=(Vroof+Vfloor)/(2* 0 )= 0 plf Ref. Sheet 4, 16 uparallel= (Vroof+Vfloor)/(2* 55 )= 102 plf Design 1 st Story Module to Sill Plate Connection Allowable Lateral Capacity of 16d Toenails in Single Shear Z' = Z CD Cd Ctn = 72 Ib ANSI/AF&PA NDS (1997)Table 7.3.1 Nail Spacing (in.) Lateral Capacity(plf) 6 145 <==Use 16d nails at 6 in.o.c. 4 217 3 290 Design Sill Plate to Foundation Connection Allowable Lateral Capacity for 1/2 in. dia. Bolt in Single Shear Parallel to the Grain Z' = Zff CD= 912 Ib ANSI/AF&PA NDS(1997)Table 7.3.1 Bolt Spacing (ft.) Lateral Capacity(plf) 4 228 <== Use 1/2 in. dia.Anchor Bolts at 4 ft. D.C. 3.5 261 3 304 2.5 365 2 456 1.5 608 Your Vision.Made Real. W- ` ".��• JOB Apex Homes QN-14046/NY ,.r�.: � �`•-�� Architects Engineers Surveyors SHEET NO 1 OF 2 An employee owned company CALCULATED BY nnSBJ DATE 10/1/2007 P.O.Box 487 WilhwnsporL,PA 17701 CHECKED BY I�G� DATE (c)/d 0 TEL570.323.6603 TOLL FREE 877.323 6603 FAx 570 323 9902 Larson Design Group SCALE COLLECTOR/DRAG STRUT DESIGN To adequately transfer shear from the roof or floor diaphram into the shearwalls, a drag strut must be provided. I Collector#1 - Front Wall, Roof Level at the Balcony I From Main House Wind Sheets: Front Wall is Perpendicular,to the Ridge [See Plans] Perpendicular Roof Diaphragm Load = 279 plf [Ref Sheet 4] Parallel Roof Diaphragm Load = 179 plf [Ref Sheet 4] Wall Length Parallel to Ridge(L) = 58 ft [Ref Sheet 2] Wall Length Perpendicular to Ridge(B) = 27.5 ft [Ref Sheet 2] Shearwall Segment Aspect Ratio= 2.29, ft [Ref Sheet 2] Window and Door Manufacturer= Integrity [See Plans] IV Front V Shearwall E— 01 w^'•"E'ik;;; C. aM ft -- "=;irA�`�; Mrv;x' F.3,,.": .. 1 a ^�,', 27.5 1 2 3 4 5 6 I *= Place centerline here Distance to centerline of openings on plans (ft) 1 6.875 5 2 6 3 * 4120.625'1 I Total Shearwall Distance= 8.00 ft Collector Symbol Legend 1-27 Window Number I Shear ForcesA-Z Door Letter _ V Front 294.22 plf A -. Other Opening V Shearwall = 1011.4 plf % —> Wall I Net Shear = 717.16 plf } Wall End I rYour Vision.Mode Real. JOB Apex Homes QN-14046/NY ? i a Architects Engineers Surveyors An employee owned company SHEET NO. 2 OF 2 CALCULATED BY SBJ DATE 10/1/2007 P.O.Box 487 Williamsport,PA 1,7701 CHECKED BY (,� DATE �� TEL570.323 6603 TOLL FREE 87 7.323.6603 FAX 570 323 9902 Larson Design Group SCALE COLLECTOR/DRAG STRUT DESIGN Net Shear Areas Area 1 = 4045.5 lbs Area 5= 2868.6 lbs Area 2= 2868.6 lbs Area 3 = 845.9 lbs Area 4= 845.9 lbs Collector Force Diagram I5000 �?,YW:,;r.::3iw is". £..°'...:;:a3s'u..p.s. :>. ``:"r::"�:`ii :i=y'.ati;a„ '>:;'ffi.0 `7`,>*.,u•,is"+,.:.=.s::x y-s,�..:.-„ .ir'a^.. 4t a "a 4000 ., e, F'�•�+�=�:: - "=� ,�;`�'. X=.a v...,a>•-v«.,�=..sv x;,-�.; %§�-�=r'wh Ac' �'�€�,t',w.i�`*a` `�.,::�ry,�;�,. I n ;%,` ^e'>'W�.,'`,. z:�r�d�'� s�yi•'�y�"•��,s, .z`"�`'x�?°�;-�=�% �,.�"ci:w:u �'�,rR'^.:e a:'"_iY„'n�", ;�, r;�Q�S,�§;'s3�.�"'�' rn 3000 �� ..;�%, vp�z'rr';�r�`khx z�a:, 'w3s �,�a.�„;��x.» "'�bs,��;` �•��a*s�";a^x�,,. m 2000 -mak: _. a,,:..; :.: .,,._ :'":. °, •. ,3,:,.g F<, .k''t'�''•".^s'•7:” �„ ."r•:r. ;�„ARgp4 ,.q,,' 1000 ,L c.n.YyF 'ut=• .��a•� n y,r :kx:^'s>•:�;,:$ ;'�;�si;,ia `�-Pr �t �� '� a-:."��.vs?�:•'iF.,i.�," _tw>�j,`y;,<.:;": ��=i++�Y'"�"r �..- %E 0 .ti„. .. a^ i 3:.�.�s•:• m>,rta>^ ;:� �<'� ...-..t=.:.°:,�^' .;i.�ebr+ �..; ;..c+;.w+:�, .i•3s�T. a..aa;; r;; ,, :�c<'r.<Y,�..„ ..;��o.`�t:u,,,• ;`�•' •. .'�y.,,.. :1'h.•�.:y,' ., '�,j I -1000 Wall Location (ft) Collector at this level will be the(2)2x12 SYP#2 Bottom Chord Tension controls: Ft = Ft(Co)(CF)= 550 1 * 1.6 1 = 880 psi Member Capacity: FtA= 880 3 * 11.25 = 29700 lbs Maximum Shear Wall Force= 4045.5 lbs < 29700 lbs OK I Connector: USP Multi-Purpose Framing Angle MP4F Type•1 with (6)8dxl, 1/2”sinkers Connector Capacity= 710 - lbs Use: 6 Connectors with a total capacity= 4260 lbs > 4045.5 lbs OK I Location of the Mating Wall from the end = 13.75 ft Mating Wall Force= 4045.5 1 lbs Connector: USP Coiled Strap CMSTC16 with (74) 10d sinkers in the Perimeter Band I Connector Capacity= 4975 lbs Use: 1 Connectors with a total capacity= 4975 lbs > 4045.5 lbs OK I ' ROOF PERIMETER BAND (6) USP MP4F TYPE 1 j W/ (6) 8dx1-1/2" NAILS (ALLOW. LOAD = 4260 LBS) 2x BLOCKING (6) USP MP4F TYPE 1 W/ (6) 8dx1-1/2" NAILS (ALLOW. LOAD = 4260 LBS) 2ND FLOOR SHEARWALL COLLECTOR/DRAG STRUT x AT ROOF LEVEL SCALE: NONE � i f i ' • Architects Engineers SurveyorsDATE 1000 Commerce Pork Drive •Suite 201 DETAIL #1 SHEET N0: ® Williamsport, PA 17701 COLLECTOR/DRAG STRUT PHONE 570.323.6603 AT ROOF LEVEL PROJECT NO TOLL FREE 877.323.6603 FOR 6314-011-151 FAX 570.323.9902 SCALE, Larson Design Group www.1arsondesigngroup.com APEX HOMES 01 Your Vision.Mode Real. JOB Apex Homes QN-14046/NY ilm Architects Engineers SurveyorsSHEET NO 1 OF 3 An employee owned company CALCULATED BY SBJ DATE 10/1/2007 P.O.Box 487 Williamsport,PA 17701 CHECKED BY �{,/1_ DATE {(j/ 0'7 TEL570.323 6603 TOLL FREE 877 323 6603 FAX 570 323 9902 Larson Design Group SCALE COLLECTORIDRAG STRUT DESIGN To adequately transfer shear from the roof or floor diaphram into the shearwalls, a drag strut must be provided. Collector#2- Front Wall, `2nd Floor., Level at the Foyer From Main House Wind Sheets: Front Wallis Perpendicular to the Ridge [See Plans] Perpendicular Floor Diaphragm Load = 1 285; plf [Ref Sheet 16] I Parallel Floor Diaphragm Load = 205 plf [Ref Sheet 16] Wall Length Parallel to Ridge(L) = 58 ft [Ref Sheet 2] Wall Length Perpendicular to Ridge(B)= 27.5 ft [Ref Sheet 2] Shearwall Segment Aspect Ratio= 2.57- ft [Ref Sheet 2] Window and Door Manufacturer= Integrity [See Plans] V Front V Shearwall 027.5= 5 Y:5. °/u; }:;<,,w > '" h• r 'Y � ,x ' ,. 27.5 X511 L. S _`'.i: tiV•e.ts>L. .'.•$; 0.7,», q.�x', 1 2 3 4 5 6 * *= Place centerline here Distance to centerline of openings on plans (ft) I 1 6.875" 5 2 6 3 * 4 20.625 - I Total Shearwall Distance= 8.00 ft Collector Symbol Legend 1 1-27 —> Window Number I Shear ForcesA-Z -► Door Letter - V Front 300.55 plf A —► Other Opening V Shearwall = 1033.1 plf % —> Wall I Net Shear = 732.58 plf } -, Wall End Your Vision,Made Real. JOB Apex Homes QN-14046/NY "x'�• .. Architects Engineers Surveyors An employee owned company SHEET NO. 2 OF 3 CALCULATED BY pSBJ DATE 10//1//2007 P.O Box 487 Williamsport,PA 17701 CHECKED BY p� - DATE I uq.; to -I TEL570.323.6603 TOLL FREE 877.323.6603 FAx 570 323 9902 -arson Design Group SCALE COLLECTOR/DRAG STRUT DESIGN Net Shear Areas Area 1 = 4132.5 lbs Area 5 = 2930.3 lbs Area 2 = 2930.3 lbs Area 3 = 864.1 lbs Area 4= 864.1 lbs Collector Force Diagram 5000 4000 n �,"^a,s ysix,,, ;=e`�," <z42a„"._T e. •�"�M s Rs`., .��:,jif's.,,<.'iir e�?s.✓k.,;�y-,�"°✓S''"�rlf:_t�'r ' — 3000 .��':%rfi. ��. (,� <'�.v^ar,,{'w�;":zi":i�f`;,i.Yb,, ?,��,,,.�.,��,';"ry<`.%p.:3,e,'.5,r`.v„Syy. -�i;�.;'.'.�ia'��s' w,�",.,s=7.;,"` ' �^ z%k';:<_r�.;".� 'a°-•.;>_a:".'lt"^: 3d " 2000 .a O LL e �'�e,�:;l"" sdi` ..« .$y'�;;x;'x";;✓�n;' eF' z.h{a"t'£"';-�, �;e., 'i,.y'a 3ra�,F .":i, q9 'v 'r: 1000 :�«�a�,a: <.;�� -�•. � �a�;;��<.':,.;�:z ..��-��y,��_:...'`_��•�;,E;��:,;�. i£�<�H �y'," v_ ,r wtiY,i2':s ,czq,q- <,s,�;,"e'..Y.u,_,,,,.,.,:., "``: <E, •� `YC "^3'a,' , ....;� � „:�Ir" ,,5��•;g .:`��tis;:� :.'4�£.:zr. y sg6fi^.' ,."sem%"+t.�'•.."<.,i " -=`his`•%r.'r",.v:��✓i; .7i'.''ur`r,=,'^""�'p stir'- x �:'K'<:. �,.." $ � " .s." %'i'- az"';"'•.�,Y..'-M;?RL:w„".,•Z.dv"„7<.w.' .ys. ,rte, ✓f,-,-.* f"'`':,” "N,.,y; ;l{:;.�,?"s'»,;• ",y :^mss_. ,< zf �,/,a�x',�,.,r�v',�Nss,> .w,': IO s r" •A'4'�'•^:Y e.:/y<: s;'sa^.r?y,n':: 1.L',t`aV<,., l'' ."Vs�`.t3 0.0 13.8 17.8 20.6 23.5 27.5 Wall Location (ft) I Collector at this level will be the(2)2x10 SPF#2 Perimeter Band Tension controls: Ft = Ft(CD)(CF)= 450 1.6 1.1 = 792 psi Member Capacity: FtA= 792 3 * 9.25 = 21978 lbs Maximum Shear Wall Force = 4132.5 lbs < 21978 lbs OK I Connector: USP Multi-Purpose Framing Angle MP4F Type 1 with (6)8dx1 1/2"sinkers Connector Capacity= 710 Ilbs Use: 6 Connectors with a total capacity= 4260 lbs > 4132.5 lbs OK --H Location of the Mating Wall from the end = 13.75 ft Mating Wall Force= 4132.5 1 lbs Connector: (2) USP Holdown TDX6 with (2)7/8"bolts.&7/8"o rod in the Perimeter Band Connector Capacity= 4567 lbs Use: 1 Connectors with a total capacity= 4567 lbs > 4132.5 lbs OK I4� d' " Your Vision. Mode Reol. t, JOB Apex Homes QN-14046/NY Architects Engineers Surveyors An employee owned company SHEET NO. 3 OF 3 r'` t CALCULATED BY SBJn DATE 10/1/2007 P.O.Box 487 Williamsport,PA 17701 CHECKED BY LR DATE �,(�f_3 Q-� TEL570.323.6603 TOLL FREE 877.323 6603 FAx 570.323 9902 arson Design Group SCALE COLLECTOR/DRAG STRUT DESIGN I Maximum Shear Wall Force= 4132.5 lbs > 10989 lbs OK Connector: USP HGA10 with (4)WS15 in the Perimeter Band &(4)WS3 in the Plate " Connector capacity= 1 1110 lbs I Use: 4 Connectors with a total capacity= 4440 lbs > 14132.5 lbs OK 2ND FLOOR PERIMETER BAND 1ST FLOOR PERIMETER BAND (4) USP HGA10 W/ (6) USP MP4F TYPE 1 W/ (4) SDS 1/41-1/2" (6) 8dx1-1/2" SINKERS TO THE PERIMETER BAND (ALLOW. LOAD = 4260 LBS) AND (4) SDS 1/4x3" TO THE TOP PLATE 1 ST FLOOR (ALLOW. LOAD = 4440 LBS) SHEAR WALL--\ 2x TOP PL 2ND FLOOR L,L PERIMETER BAND (6) USP MP4F TYPE 1 W/ (6) 8dx1-1/2" SINKERS (ALLOW. LOAD = 4260 LBS) L---A 1 ST FLOOR COLLECTOR/DRAG STRUT SHEAR WALL x AT 2ND STORY LEVEL SCALE: NONE DATE Architects Engineers Surveyors DETAIL #I:2 SHEET NO: 1000 Commerce Pork Drive •Suite 201 ® Williamsport. PA 17701 COLLECTOR/DRAG STRUT PHONE 570.323.6603 AT 2ND STORY LEVEL PROJECT NO.: Tol_LFREE 877.323.6603 FOR 6314-011-151 FAX 570.323.9902 SCALE Larson Design Group www.Iarsondesigngroup.com APEX HOMES E = Your Vision. Made Real. JOB Apex Homes QN-14046/NY Architects Engineers Surveyors An employee owned company SHEET NO. OF CALCULATED BY SBJ DATE 9/28/2007 P.O.Box 487 Williamsport,PA 17701 CHECKED BY TbufL DATE TEt_570.323.6603 TOLL FREE 877.323.6603 Fax 570 323 9902 -� _arson Design Group SCALE ROOF SYSTEM 1 CONNECTIONS Rafter Spacing = 16 in Snow Load (pg) = 45' psf (BCNYS Figure 1608.2) Roof Pitch LOADS Dead Load = `10 psf * 1.3333 = 13.333 plf Live Load = 20 `'psf 1.3333 = 26.667 plf (Attic w/Storage Space) I Snow Load CS = x,00`: (ASCE 7-98 Figure 7-2) IPs(balanced) = 0.7* pg*Cs 31.5 psf * 1.3333 = 42.0 plf I IPs(unbalanced) = 1.5*Ps/Ce I = 1.5 31.5 psf 1.0 I = 47.25 psf * 1.3333 = 63.0 plf Convert Snow Load from Horizontal Projection to Sloping Load 13.892 7 I Balanced Snow = 42.0 Of * 0.8638 = 36.3 plf Unbalanced Snow = 63.0 Of * 0.8638 = 54.4 plf Ll t_1 TABLE 1609.62.1(4)-1609.6.4.1 - STRUCTURAL E51GN �Ci2 R �0� TABLE 1609.62.1(4) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTSa EXPOSURE MEAN ROOF (feet) B C 0 15 1.00 121 1.47 20 1.00 129 155 O 1.00 35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 153 1.78 50 1.16 156 1.81 - 55 ' 1.19 159 1.84 60 122 1.62 1.87 For SI: 1 foot=304.8 mm. a.All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 1609.6 Simplified provisions for low-rise buildings. 1609.6.2.2 Load case.Members that act as both part of the main windforce-resisting system and as com- 1609b.1 Scope.The procedures in Section 1609.6 shall ponents and cladding shall be designed for each sep- arate used for determining and applying wind pressures in load case. the design of simple diaphragm buildings with flat, , gabled and hipped"roofs and having a mean roof height 1609.63 Edge strips and end zones. The width of not exceeding the least horizontal dimension or 60 feet edge strips(a)shall be 10 percent of the least horizontal (18 288 mm),whichever is less,subject to the following dimension or 40 percent of the eave height,whichever is limitations: less but not less than either 4 percent of the least hori- The provisions of Section 1609.6 shall not apply to zontal dimension or 3 feet (914 mm). End zones as buildings sited on the upper half of an isolated hill or shown in Figure 1609.6.(1) shall be twice the width of escarpment meeting all the following conditions: the edge strip(a). 1.The hill or escarpment is 60 feet (18 298 mm) or 1609.6.4 Main windforce-resisting system(MWFRS). higher if located in Exposure B or 30 feet (9144 All elements and connections of the MWFRS shall be mm)or higher if located in Exposure C. designed for vertical and horizontal loads based on the 2,The maximum average slope of the hill exceeds combined leeward and windward wall pressures and i ; 10 percent. roof pressures determined from Table 1609.62.1(1). Pressures shall be applied in accordance with the load- 3.The hill or escarpment is unobstructed upwind by ing diagrams shown in Figure 1609.6(3)to the end zone other such topographic features for a distance and interior zone as shown in Figure 1609.6(1). The from the high point of 50 times the height of the building shall be designed for all wind directions.For hill or 1 mile(1.61 km),whichever is less. buildings having flat roofs a ridge line normal to the wind direction shall be assumed at the mid-length 1609.6.2 Wind pressures. dimension of the roof for all directions considered.Each 1609.6.2.1 Load determination. Structural mem- comer shall be considered in tum as the windward cor- bers, cladding, fasteners and systems providing for ner. the structural integrity of the building shall be designed for the loads from Tables 1609.62.1(1), 1609.6.4.1 Overhang loads. The pressures to be 1609.62.1(2) and 1609.62.1(3) using Figure 1609, used for the effects of roof overhangs on MWFRS multiplied by the appropriate height and exposure shall be taken from Table 1609.62.1(1)and includes coefficient from Table 1609.62.1(4) and importance the effect of the wind on both the bottom and top sur- factor from Table 16043. faces. 306 BUILDING CODE OF NEWYORK STATE TABLE 9609.6.2.1(2) STRUCTURAL DESO IN F — N "q 7- G .D a v r e o a i ,n q q e .n n T 7- T T g v I? i e n .. m r, m r P; y m ., r, o, n m e m .mPrd� — q n q 'e ^f vat ry .q m ay cy g m np ry q u ry}e N r r — N � m � N •a. � � I.OI N � N POl N N N I.Of N � N 7 C 'P ? 7 R 7 Q 7 4 O 7 h Q R � h < v e 'R ry g q H ry q a ry y Q, r, IR In I'1 y y n n n n ? — R m ry y ry r Q .'a,1 .m'1 1.r,1 b b h y O m b y I.hl l.Q•1 M1 m Ier,I { 1 V IQn, rmi e'•n I�•n h of N O M1 N N O n N n vej vej N N e Y Y Y 4 Y Y Y Y Y Y Y Y Y u m e .n v n v In v In Io .n a In � N m � N n m u P� m v r .e a rn n v e ri r •o a Pi o .o Q o m e a r r _ _ _ r — r _ N N r — to 1.1 Pl In Pf P1 I.1 M1 a•f n Pl P1 Q Cf P1 Pf Q h M1 N m a v, b e m q m m N -q q o �'1 q e! n �`! n g n n r q .o ry r rn - 0 in v g a r vI v n m n u T n T vr m n m m q n Y Y ra•+ n 4 wai of eu',+ .o? v q n H a H q q — n m a r� g m q y q m c� "I a v h, q q .o r, Q. 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I,� b e� I b .r.. r .-, r r r _ r _ fV N fV [V iV N N N !V [V N IV H N � N N NA � _ 0 '+ ttty999 O w N V� a O '- 31 CII.mlT M N Iy �y aa .D W v .y�� N h g n In .n q In r n [V N n N gqq q y o q o 01 v, el y a, .q vI y o} .n of y P; o, ry y I. g ry y o, ry y a rry o o; rry o v000 0 0'o Q _ o e In o e P, o . . reA A 9 ;4 e1 N `ol r"1 y ILIo ^ r - ^ ^ ^ - - - ^ ^ - ^ - - - - - iD m m ry y a y .o y e o y r .o vI a, o, -� _ m N — yv� n oNf e? v"�1 In N�Iy m .�Iq 'q n Q prpy� �y .e .NIoy a 1(1 RN,1 N N 7 v t�.,l Ia' a a m m Ne n .��,. N ? Pmi vi N N r a eD fV• N N N lV N N N N N lql, N N N N •'�• T 1 of q .o r of q •o .. m m y y m m y I- 13 D X a m _m a _a m m N N a N n a m .� Lu -f ^ ? n r, ry n r y r y .' y H IR R n n m — ? n m .. e m g y n H ry m m ry N m m h e q y .? R QQ o o M r` a a m m wf a u'1 OO m r r 1D m a O V m R O .O O� m M1 tD e.l N a e.l a N N a m [�V teV N ry �•. e •, •� •� r • Af N [V N �l 1"-T �f N .� .� r _ �f 1�1 of N 1�f Pf RI N .� .� .� .� f,V • , r f•V � • � m o �, Q q q o• o, q q q o• g q q o q q q o q q q o g q o ry .q q y 1 v„ o, y ry v, q y eq of m c; A � ^ IL q y o! y H o, r, y q e n y y R q ? m n — n om 11 — R — eI a R ^ n R R •• a. R vl P. v, m ^ y Pl R o LA ti Q m r Io .o „o� M1 n a in r r a p w r •�, .� .i , N N •� q n N .� .� .� �. n nl N N n w� N N .� ..� r .. N N r _ N N r .� r • • N N N .� 1� a � �B O R R R R g R 4 R R R R e g R R R q e R R q R R o, y R q ? w R q -t T R g v R 0 0 0 0 0_ 0 0 0 0 0 0 .e a u� _Q .e Io .n Q Ie .e vI a m = — ' OCA d9 Cn J m R R R R R 0 R R R g 0 R R R R I'I R v1 — ^1 R y — n q y — `q R q Iq ve R q O 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 .. _^ �I o ryle! yq _ m ry r — a v m m h, q m P; a g n y eq ry y r, q , 1 N — f', Uq g q q 0 0, o g q q q q q ro m a Iq _ m vI .e _ m g e u — q e .e 6) 0 0 _ 0r fy v �� 3 � 111/• ^^l�iJ C7¢ O N h O D N h O N h O O N h O O N h OIc a N y O N voi O e h voi O O N vej O N vej 0 0 POI h O . � �b Lij ul s � fl d W W� ti 1d _ _ r _ N N N N t•1 n In PI Q e e Q of In In N y � H saai6ap p�of p e�ooy saa�6ap pE of OL Jooasaai6ap 56 of DE<jooy INA I l 304 (�• BUILDING CODE OF NEW YORK STATE Job No Sheet No Rev MAW 6314-011-151 1 Software licensed to Larson Design Group,Inc. Part Job Title QN-14046/NY Ref By SBJ Date01-Oct-07 Chd 121807 Client APEX HOMES,INC. File 71228.std Datelnme 01-Oct-2007 12:41 s ' 1-0 15 I l 5 113 �14 I i �1 1 2 2 3 �4 4 �,r-,5 I-x Load 1 Whole Structure I s I •i Print Time/Date:01/10/200712:41 STAAD.Pro for Windows Release 2006 Print Run 1 of 1 4 '� 0 - Monday, October 01, 2007, 12:42 PM PAGE NO. 1 * * * STAAD.Pro * Version 2006 Bld 1004.US * Proprietary Program of * Research Engineers, Intl. * Date= OCT 1, 2007 * Time= 12:41:53 * * * USER ID: Larson Design Group, Inc. **************************************************** 1. STAAD PLANE INPUT FILE: 71228.STD 2. START JOB INFORMATION 3. JOB NAME QN-14046/NY 4. JOB CLIENT APEX HOMES, INC. 5. JOB NO 6314-011-151 6. ENGINEER NAME SBJ 7. ENGINEER DATE 01-OCT-07 8. END JOB INFORMATION 9. INPUT WIDTH 79 10. UNIT INCHES POUND 11. JOINT COORDINATES 12. 1 0 0 0; 2 117 0 0; 3 165 0 0; 4 213 0 0; 5 330 0 0; 6 117 56.5 0 13. 7 122.5 61.25 0; 8 140.25 70.125 0; 9 165 82.5 0; 10 189.75 70.125 0 14. 11 207.5 61.25 0; 12 213 58.5 0 15. MEMBER INCIDENCES 16. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11 17. 11 11 12; 12 12 5; 13 2 6; 14 4 12; 15 7 11 18. DEFINE MATERIAL START 19. ISOTROPIC SPFR_N2_2X4 20. E 1.4E+006 21. POISSON 0.15 22. DENSITY 0.0144676 23. ALPHA 5.5E-006 24. ISOTROPIC SPFR_N2_2X6 25. E 1.4E+006 26. POISSON 0.15 27. DENSITY 0.0144676 28. ALPHA 5.5E-006 29. ISOTROPIC SPFR_N2_2X8 30. E 1.4E+006 31. POISSON 0.15 32. DENSITY 0.0144676 33. ALPHA 5.5E-006 34. ISOTROPIC SOPN_N2_2X12 35. E 1.6E+006 36. POISSON 0.15 37. DENSITY 0.0144676 38. ALPHA 5.5E-006 39. END DEFINE MATERIAL 40. MEMBER PROPERTY AITC L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 1 of 29 9s c-1 `� Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 2 41. 8 9 13 14 TABLE ST SPFR_N2_2X4 42. 15 TABLE ST SPFR_N2_2X6 43. 5 TO 7 10 TO 12 TABLE ST SPFR_N2_2X8 44. 1 TO 4 TABLE ST SOPN_N2_2X12 45. CONSTANTS 46. MATERIAL SPFR_N2_2X4 MEMB 8 9 13 14 ' 47. MATERIAL SPFR_N2_2X6 MEMB 15/ _ 48. MATERIAL SPFR_N2_2X8 MEMB 5 TO 7 10 TO 12 49. MATERIAL SOPN_N2_2X12 MEMB 1 TO 41 50. MEMBER TRUSS 51. 13 TO 15 52. MEMBER RELEASE 53. 2 7 8 12 END MZ 54. 5 10 START MZ 55. SUPPORTS 56. 3 PINNED 57. 1 5 FIXED BUT FX MZ 58. UNIT FEET POUND 59. LOAD 1 DEAD 60. MEMBER LOAD 61. 1 TO 12 UNI GY -13.33/ 62. LOAD 2 LIVE - ATTIC STORAGE SPACE 63. MEMBER LOAD 64. 1 TO 4 UNI GY -26.67/ 65. LOAD 3 LIVE - TOP CHORD 66.' MEMBER LOAD 67. 5 TO 8 UNI GY -26.67/ 68. LOAD 4 BALANCED SNOW (PG=45) 69. MEMBER LOAD 70. 5 TO 12 UNI GY -36.3 71. LOAD 5 UNBALANCED SNOW 72. MEMBER LOAD 73. 5 TO 8 UNI GY -54.4 74. LOAD 6 120 MPH WIND (SUCTION) 75. MEMBER LOAD 76. 5 TO 12 UNI Y 54.5 77. LOAD 7 120 MPH WIND (POS PRESSURE) 78. MEMBER LOAD I 79. 5 TO 12 UNI Y -42.661 80. LOAD COME 101 D+L (DEAD AND LIVE ONLY) 81. 1 1.0 2 1.0 3 1.0 82. LOAD COME 102 D+S (BALANCED) 83. 1 1.0 4 1.0 84. LOAD COMB 103 D+S (UNBALANCED) 85. 1 1.0 5 1.0 B6. LOAD COME 104 D+L+S (BALANCED) 87. 1 1.0 2 0.75 4 0.75 B8. LOAD COMB 105 D+L+S (UNBALANCED) 69. 1 1.0 2 0.75 5 0.75 90. LOAD COMB 106 D+W (POS PRESSURE) 91. 1 1.0 7 1.0 92. LOAD COMB 107 D+L+S+W (BALANCED, POS PRESSURE) 93. 1 1.0 2 0.75 4 0.75 7 0.75 94. LOAD COMB 108 D+L+S+W (UNBALANCED, POS PRESSURE) 95. 1 1.0 2 0.75 5 0.75 7 0.75 96. LOAD COMB 109 0.6D+W (SUCTION) L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 2 of 29 �p. Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 3 97. 1 0.6'6 1.0 98. UNIT INCHES POUND 99. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 12/ 15/ 3 ORIGINAL/FINAL BAND-WIDTH= 8/ 3/ 12 DOF TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 32 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REORD/AVAIL. DISK SPACE = 12.0/ 63139.8 MB 100. LOAD LIST 1 101 TO 109 101. PRINT MEMBER INFORMATION ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 3 of 29 5 ev�� '�S- Monday, October 01, 20'07, 12:42 PM STAAD PLANE -- PAGE NO. 4 MEMBER INFORMATION ------------------ MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES 1 1 2 117.000 0.00 2 2 3 48.000 0.00 000000000001 3 3 4 48.000 0.00 4 4 5 117.000 0.00 5 1 6 130.810 0.00 000001000000 6 6 7 6.149 0.00 7 7 8 19.845 0.00 000000000001 8 8 9 27.671 0.00 000000000001 9 9 10 27.671 0.00 10 10 11 19.845 D.00 000001000000 11 11 12 6.149 0.00 12 12 5 130.810 0.00 000000000001 13 2 6 58.500 TRUSS 14 4 12 58.500 TRUSS 15 7 11 85.000 TRUSS ************ END OF DATA FROM INTERNAL STORAGE ************ 102. LOAD LIST 1 101 TO 105 103. PRINT MAXFORCE ENVELOPE ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 4 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 5 MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE POUN INCH MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 261.86 0.00 101 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 336.53 T 0.00 1 MIN -128.14 117.00 101 -14030.30 117.00 103 0.00 117.00 105 0.00 117.00 105 935.37 T 117.00 104 2 MAX -11.16 0.00 1 0.00 48.00 1 0.00 0.00 1 0.00 0.00 1 338.53 T 0.00 1 MIN -318.96 48.00 103 -14030.30 0.00 103 0.00 48.00 105 0.00 48.00 105 935.37 T 48.00 104 3 MAX 181.62 0.00 104 3030.01 48.00 103 0.00 0.00 1 0.00 0.00 1 338.53 T 0.00 1 MIN -104.25 48.00 105 -6732.90 48.00 102 0.00 48.00 105 0.00 48.00 105 935.37 T 48.00 104 4 MAX 199.62 0.00 101 3030.01 0.00 103 0.00 0.00 1 0.00 0.00 1 338.53 T 0.00 1 MIN -209.66 117.00 104 -7903.55 39.00 104 0.00 117.00 105 0.00 117.00 105 935.37 T 117.00 104 5 MAX 315.45 0.00 103 1926.95 130.81 103 0.00 0.00 1 0.00 0.00 1 1145.41 C 0.00 104 MIN -344.91 130.81 103 -9834.36 65.40 103 0.00 130.81 105 0.00 130.81 105 346.58 C 130.81 1 6 MAX -58.19 0.00 103 2380.19 6.15 103 0.00 0.00 1 0.00 0.00 1 917.73 C 0.00 104 MIN -274.68 6.15 104 -206.69 0.00 104 0.00 6.15 105 0.00 6.15 105 326.39 C_ 6.15 1 7 MAX 170.03 0.00 103 2380.19 0.00 103 0.00 0.00 1 0.00 0.00 1 190.25 C 0.00 102 MIN 13.75 19.85 1 0.00 19.85 105 0.00 19.85 105 0.00 19.85 105 41.24 C 19.85 1 8 MAX 69.85 0.00 103 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 153.54 C 0.00 102 MIN -69.85 27.67 103 -483.19 13.84 103 0.00 27.67 105 0.00 27.67 105 27.49 C 27.67 1 9 MAX 51.18 0.00 102 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 153.54 C 27.67 102 L:�Struct Eng Group\Projects\6314-010 -011 Apex�14046�STAAD\71228.an1 Page 5 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 6 MIN -51.18 27.67 102 -354.06 13.84 102 0.00 27.67 105 0.00 27.67 105 27.49 C 0.00 1 10 MAX -13.75 0.00 1 1744.12 19.85 102 0.00 0.00 1 0.00 0.00 1 190.25 C 19.85 102 MIN -124.59 19.85 102 0.00 0.00 105 0.00 19.85 105 0.00 19.85 105 41.24 C 0.00 1 11 MAX 319.96 0.00 101 1744.12 0.00 102 0.00 0.00 1 0.00 0.00 1 917.73 C 6.15 104 MIN 98.07 6.15 1 -1480.24 6.15 101 0.00 6.15 105 0.00 6.15 105 326.39 C 0.00 1 12 MAX 247.57 0.00 102 735.76 0.00 102 0.00 0.00 1 0.00 0.00 1 1145.41 C 130.81 104 MIN -236.32 130.81 102 -7544.36 65.40 102 0.00 130.81 105 0.00 130.81 105 346.58 C 0.00 1 13 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 320.57 C 0.00 103 f MIN 0.00 58.50 105 0.00 58.50 105 0.00 58.50 105 0.00 58.50 105 67.04 T 56.50 104 14 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 106.17 C 0.00 102 MIN 0.00 58.50 105 0.00 58.50 105 0.00 58.50 105 0.00 58.50 105 290.89 T 58.50 101 15 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 841.65 C 0.00 104 MIN 0.00 85.OD 105 0.00 85.00 105 0.00 85.00 105 0.00 85.00 105 307.79 C 85.00 1 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** I 104. LOAD LIST 1 106 TO 109 105. PRINT MAXFORCE ENVELOPE ALL i L:�Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD�71228.anl Page 6 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 7 MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE POUN INCH MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 292.97 0.00 108 6197.98 117.00 109 0.00 0.00 1 0.00 0.00 1 226.79 C 0.00 109 MIN -91.96 117.00 109 -15446.11 107.25 108 0.00 117.00 109 0.00 117.00 109 1187.56 T 117.00 107 2 MAX 145.12 0.00 109 6197.98 0.00 109 0.00 0.00 1 0.00 0.00 1 226.79 C 0.00 109 MIN -384.71 48.00 108 -15265.97 0.00 108 0.00 48.00 109 0.00 48.00 109 1187.56 T 48.00 107 3 MAX 270.68 0.00 107 6197.98 48.00 109 0.00 0.00 1 0.00 0.00 1 226.79 C 0.00 109 MIN -145.12 48.00 109 -9792.92 48.00 107 0.00 48.00 109 0.00 48.00 109 1187.56 T 48.00 107 4 MAX 141.38 0.00 108 6197.96 0.00 109 0.00 0.00 1 0.00 0.00 1 226.79 C 0.00 109 MIN -246.20 117.00 107 -10909.45 29.25 107 0.00 117.00 109 0.00 117.00 109 1187.56 T 117.00 107 5 MAX 427.00 0.00 108 7728.51 65.40 109 0.00 0.00 1 0.00 0.00 1 1511.56 C 0.00 107 MIN -449.54 130.81 108 -13595.11 65.40 108 0.00 130.81 109 0.00 130.81 109 416.20 T 130.81 109 6 MAX 81.48 6.15 109 3159.35 6.15 108 0.00 0.00 1 0.00 0.00 1 1340.04 C 0.00 107 MIN -359.14 6.15 107 -1861.83 6.15 109 0.00 6.15 109 0.00 6.15 109 524.06 T 6.15 109 7 MAX 225.69 0.00 108 3159.35 0.00 108 0.00 0.00 1 0.00 0.00 1 229.24 C 0.00 107 MIN -133.00 0.00 109 -1861.83 0.00 109 0.00 19.85 109 0.00 19.85 109 101.02 T 19.85 109 8 MAX 92.71 0.00 108 377.96 13.84 109 0.00 0.00 1 0.00 0.00 1 199.25 C 0.00 107 MIN -92.71 27.67 108 -641.36 13.84 108 0.00 27.67 109 0.00 27.67 109 109.27 T 27.67 109 9 MAX 78.71 0.00 107 377.96 13.84 109 0.00 0.00 1 0.00 0.00 1 199.25 C 27.67 107 L.\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 7 of 29 Monday, October 01, 2007, 12:42 PM i STAAD PLANE -- PAGE NO. 8 MIN -78.71 27.67 107 -544.51 13.84 107 0.00 27.67 109 0.00 27.67 109 109.27 T 0.00 109 10 MAX 133.00 19.85 109 2682.29 19.85 107 0.00 0.00 1 0.00 0.00 1 229.24 C 19.85 107 MIN -191.61 19.85 107 -1861.83 19.85 109 0.00 19.85 109 0.00 19.85 109 101.02 T 0.00 109 11 MAX 396.97 0.00 108 2682.29 0.00 107 0.00 0.00 1 0.00 0.00 1 1340.04 C 6.15 107 MIN -81.48 0.00 109 -1861.83 0.00 109 0.00 6.15 109 0.00 6.15 109 524.06 T 0.00 109 12 MAX 376.54 0.00 107 7728.51 65.40 109 0.00 0.00 1 0.00 0.00 1 1511.56 C 130.81 107 MIN -367.65 130.81 107 -11877.62 65.40 107 0.00 130.81 109 0.00 130.81 109 416.20 T 0.00 109 13 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 219.36 C 0.00 108 MIN 0.00 58.50 109 0.00 58.50 109 0.00 58.50 109 0.00 58.50 109 237.09 T 58.50 109 14 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 129.16 C 0.00 106 MIN 0.00 58.50 109 0.00 58.50 109 0.00 58.50 109 0.00 58.50 109 237.09 T 58.50 109 15 MAX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 1231.52 C 0.00 107 MIN 0.00 85.00 109 0.00 85.00 109 0.00 85.00 109 0.00 85.00 109 479.58 T 85.00 109 ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 106. LOAD LIST 1 101 TO 109 107. PRINT MEMBER FORCES ALL i L:\Struct Eng Group\Projects`6314-010 -011 Apex\14 046\STAAD 71228.anl Page 8 of 29 SS OF =} � Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 9 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 -338.53 80.50 0.00 0.00 0.00 0.00 2 338.53 49.47 0.00 0.00 0.00 1815.42 101 1 -851.76 261.86 0.00 0.00 0.00 0.00 2 851.76 128.14 0.00 0.00 0.00 7823.12 102 1 -785.15 122.53 0.00 0.00 0.00 0.00 2 785.15 7.44 0.00 0.00 0.00 6732.90 103 1 -673.18 184.90 0.00 0.00 0.00 0.00 2 673.18 -54.93 0.00 0.00 0.00 14030.30 104 1 -935.37 209.66 0.00 0.00 0.00 0.00 2 935.37 115.33 0.00 0.00 0.00 5517.98 105 1 -851.39 256.44 0.00 0.00 0.00 0.00 2 851.39 68.56 0.00 0.00 0.00 10991.03 106 1 -674.79 129.22 0.00 0.00 0.00 0.00 2 674.79 0.75 0.00 0.00 0.00 7515.33 107 1 -1187.56 246.20 0.00 0.00 0.00 0.00 2 1187.56 78.80 0.00 0.00 0.00 9792.92 108 1 -1103.59 292.97 0.00 0.00 0.00 0.00 2 1103.59 32.02 0.00 0.00 0.00 15265.97 109 1 226.79 -13.98 0.00 0.00 0.00 0.00 2 -226.79 91.96 0.00 0.00 0.00 -6197.96 2 1 2 -338.53 -11.16 0.00 0.00 0.00 -1815.42 3 338.53 64.48 0.00 0.00 0.00 0.00 101 2 -851.76 -82.98 0.00 0.00 0.00 -7823.12 3 851.76 242.98 0.00 0.00 0.00 0.00 102 2 -785.15 -113.61 0.00 0.00 0.00 -6732.90 3 785.15 166.93 0.00 0.00 0.00 0.00 103 2 -673.18 -265.64 0.00 0.00 0.00 -14030.30 3 673.18 318.96 0.00 0.00 0.00 0.00 104 2 -935.37 -46.29 0.00 0.00 0.00 -5517.98 3 935.37 181.62 0.00 0.00 0.00 0.00 105 2 -851.39 -162.31 0.00 0.00 0.00 -10991.03 3 851.39 295.64 0.00 0.00 0.00 0.00 106 2 -674.79 -129.91 0.00 0.00 0.00 -7515.33 3 674.79 183.23 0.00 0.00 0.00 0.00 107 2 -1187.56 -137.35 0.00 0.00 0.00 -9792.92 3 1167.56 270.68 0.00 0.00 0.00 0.00 108 2 -1103.59 -251.38 0.00 0.00 0.00 -15265.97 3 1103.59 384.71 0.00 0.00 0.00 0.00 109 2 226.79 145.12 0.00 0.00 0.00 6197.98 3 -226.79 -113.13 0.00 0.00 0.00 0.00 3 1 3 -338.53 64.48 0.00 0.00 0.00 0.00 4 338.53 -11.16 0.00 0.00 0.00 1815.42 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 9 of 29 s Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 10 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 101 3 -851.76 68.73 0.00 0.00 0.00 0.00 4 851.76 91.27 0.00 0.00 0.00 -540.81 102 3 -785.15 166.93 0.00 0.00 0.00 0.00 4 785.15 -113.61 0.00 0.00 0.00 6732.90 103 3 -673.18 -36.47 0.00 0.00 0.00 0.00 4 673.18 89.79 0.00 0.00 0.00 -3030.01 104 3 -935.37 181.62 0.00 0.00 0.00 0.00 4 935.37 -48.29 0.00 0.00 0.00 5517.98 105 3 -851.39 29.08 0.00 0.00 0.00 0.00 4 851.39 104.25 0.00 0.00 0.00 -1804.20 106 3 -674.79 183.23 0.00 0.00 0.00 0.00 4 674.79 -129.91 0.00 0.00 0.00 7515.33 107 3 -1187.56 270.68 0.00 0.00 0.00 0.00 4 1187.56 -137.35 0.00 0.00 0.00 9792.92 108 3 -1103.59 118.14 0.00 0.00 0.00 0.00 4 1103.59 15.19 0.00 0.00 0.00 2470.74 109 3 226.79 -113.13 0.00 0.00 0.00 0.00 4 -226.79 145.12 0.00 0.00 0.00 -6197.98 4 1 4 -338.53 49.47 0.00 0.00 0.00 -1815.42 5 338.53 80.50 0.00 0.00 0.00 0.00 101 4 -851.76 199.62 0.00 0.00 0.00 540.81 5 851.76 190.38 0.00 0.00 0.00 0.00 102 4 -785.15 7.44 0.00 0.00 0.00 -6732.90 5 785.15 122.53 0.00 0.00 0.00 0.00 103 4 -673.18 90.88 0.00 0.00 0.00 3030.01 5 673.18 39.09 0.00 0.00 0.00 0.00 104 4 -935.37 115.33 0.00 0.00 0.00 -5517.98 5 935.37 209.66 0.00 0.00 0.00 0.00 105 4 -851.39 177.92 0.00 0.00 0.00 1804.20 5 851.39 147.08 0.00 0.00 0.00 0.00 106 4 -674.79 0.75 0.00 0.00 0.00 -7515.33 5 674.79 129.22 0.00 0.00 0.00 0.00 107 4 -1187.56 78.80 0.00 0.00 0.00 -9792.92 5 1187.56 246.20 0.00 0.00 0.00 0.00 108 4 -1103.59 141.38 0.00 0.00 0.00 -2470.74 5 1103.59 183.61 0.00 0.00 0.00 0.00 109 4 226.79 91.96 0.00 0.00 0.00 6197.98 5 -226.79 -13.98 0.00 0.00 0.00 0.00 5 1 1 411.56 66.16 0.00 0.00 0.00 0.00 6 -346.58 63.81 0.00 0.00 0.00 153.41 101 1 1050.16 195.72 0.00 0.00 0.00 0.00 6 -855.16 194.28 0.00 0.00 0.00 93.71 102 1 995.98 236.32 0.00 0.00 0.00 0.00 6 -754.04 247.57 0.00 0.00 0.00 -735.76 103 1 910.37 315.45 0.00 0.00 0.00 0.00 6 -580.19 344.91 0.00 0.00 0.00 -1926.95 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 10 of 29 S 7 Df-- 0 L-S- Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 11 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 104 1 1145.41 199.29 0.00 0.00 0.00 0.00 6 -947.71 196.13 0.00 0.00 0.00 206.69 105 1 1081.20 258.63 0.00 0.00 0.00 0.00 6 -817.32 269.13 0.00 0.00 0.00 -686.70 106 1 899.75 290.64 0.00 0.00 0.00 0.00 6 -834.77 304.36 0.00 0.00 0.00 -897.40 107 1 1511.56 367.65 0.00 0.00 0.00 0.00 6 -1313.85 376.54 0.00 0.00 0.00 -581.41 108 1 1447.35 427.00 0.00 0.00 0.00 0.00 6 -1183.47 449.54 0.00 0.00 0.00 -1474.80 109 1 -377.21 -247.30 0.00 0.00 0.00 0.00 6 416.20 -269.25 0.00 0.00 0.00 1435.47 6 1 6 329.45 -98.07 0.00 0.00 0.00 -153.41 7 -326.39 104.18 0.00 0.00 0.00 -468.45 101 6 834.96 -234.67 0.00 0.00 0.00 -93.71 7 -825.80 253.00 0.00 0.00 0.00 -1405.69 102 6 801.52 -152.61 0.00 0.00 0.00 735.76 7 -790.14 175.36 0.00 0.00 0.00 -1744.12 103 6 723.55 -58.19 0.00 0.00 0.00 1926.95 7 -708.03 89.23 0.00 0.00 0.00 -2380.19 104 6 917.73 -256.09 0.00 0.00 0.00 -206.69 7 -908.43 274.68 0.00 0.00 0.00 -1425.20 105 6 859.25 -185.27 0.00 0.00 0.00 686.70 7 -846.85 210.08 0.00 0.00 0.00 -1902.26 106 6 892.53 -188.84 0.00 0.00 0.00 897.40 7 -889.48 216.81 0.00 0.00 0.00 -2144.57 107 6 1340.04 -324.16 0.00 0.00 0.00 581.41 7 -1330.75 359.14 0.00 0.00 0.00 -2682.29 108 6 1281.57 -253.34 0.00 0.00 0.00 1474.80 7 -1269.16 294.55 0.00 0.00 0.00 -3159.35 109 6 -522.23 57.19 0.00 0.00 0.00 -1435.47 7 524.06 -81.48 0.00 0.00 0.00 1861.83 7 1 7 51.10 33.46 0.00 0.00 0.00 468.45 8 -41.24 -13.75 0.00 0.00 0.00 0.00 101 7 118.95 100.42 0.00 0.00 0.00 1405.69 i 8 -89.37 -41.25 0.00 0.00 0.00 0.00 102 7 190.25 124.59 0.00 0.00 0.00 1744.12 8 -153.54 -51.18 0.00 0.00 0.00 0.00 103 7 189.51 170.03 0.00 0.00 0.00 2380.19 8 -139.41 -69.85 0.00 0.00 0.00 0.00 104 7 155.46 101.81 0.00 0.00 0.00 1425.20 8 -125.47 -41.82 0.00 0.00 0.00 0.00 105 7 154.90 135.89 0.00 0.00 0.00 1902.26 8 -114.87 -55.82 0.00 0.00 0.00 0.00 106 7 149.47 153.20 0.00 0.00 0.00 2144.57 8 -139.61 -62.93 0.00 0.00 0.00 0.00 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 11 of 29 F Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 12 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 107 7 229.24 191.61 0.00 0.00 0.00 2682.29 8 -199.25 -78.71 0.00 0.00 0.00 0.00 108 7 228.68 225.69 0.00 0.00 0.00 3159.35 8 -188.65 -92.71 0.00 0.00 0.00 0.00 109 7 -95.11 -133.00 0.00 0.00 0.00 -1861.83 8 101.02 54.64 0.00 0.00 0.00 0.00 8 1 8 41.24 13.75 0.00 0.00 0.00 0.00 9 -27.49 13.75 0.00 0.00 0.00 0.00 101 8 89.37 41.25 0.00 0.00 0.00 0.00 9 -48.12 41.25 0.00 0.00 0.00 0.00 102 8 153.54 51.18 0.00 0.00 0.00 0.00 9 -102.36 51.18 0.00 0.00 0.00 0.00 103 8 139.41 69.85 0.00 0.00 0.00 0.00 9 -69.57 69.85 0.00 0.00 0.00 0.00 104 8 125.47 41.82 0.00 0.00 0.00 0.00 9 -83.64 41.82 0.00 0.00 0.00 0.00 105 B 114.87 55.82 0.00 0.00 0.00 0.00 9 -59.05 55.82 0.00 0.00 0.00 0.00 W , . 106 8 139.61 62.93 0.00 0.00 0.00 0.00 9 -125.B6t0( 62.93 0.00 0.00 0.00 0.00 w 107 8 "T'99-25N- 78.71 0.00 0.00 0.00 0.00 9 �7-L�7 42 78.71 0.00 0.00 0.00 0.00 108 8 188.65 ;92� O`� 0.00 0.00 0.00 0.00 9 -132.83 92.71 0.00 0.00 0.00 0.00 109 8 (101.0�i`a -54.64 0.00 0.00 0.00 0.00 9 10;'27 54.64 0.00 0.00 0.00 0.00 9 1 9 27.49 13.75 0.00 0.00 0.00 0.00 10 -41.24 13.75 0.00 0.00 0.00 0.00 101 9 61.87 13.75 0.00 0.00 0.00 0.00 10 -75.62e,pr 13.75 0.00 0.00 0.00 0.00 102 9 ?'102-36 51.18�E 0.00 0.00 0.00 0.00 10 -153.5 �O 51.18 V h� 0.00 0.00 0.00 0.00 103 9 y 97.62 13.75 0.00 0.00 0.00 0.00 10 -111.36 13.75 0.00 0.00 0.00 0.00 104 9 83.64 41.82 0.00 0.00 0.00 0.00 10 -125.47 41.62 0.00 0.00 0.00 0.00 105 9 80.09 13.75 0.00 0.00 0.00 0.00 10 -93.B3 13.75 0.00 0.00 0.00 0.00vr 106 9 125.86 62.93 0.00 0.00 0.00 0.00 10 -139.61 62.93 0.00 0.00 0.00 0.00 107 9 157.42 78.71 0.00 0.00 0.00 0.00 10 -199.25 78.71 0.00 0.00 0.00 0.00 108 9 153.87 50.64 0.00 0.00 0.00 0.00 10 -167.61 50.64 0.00 0.00 0.00 0.00 109 9 -109.27 -54.64 0.00 0.00 0.00 0.00 10 101.02 -54.64 0.00 0.00 0.00 0.00 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 12 of 29 ,50 'sq or- S Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 13 ;i MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 10 1 10 41.24 -13.75 0.00 0.00 0.00 0.00 11 -51.10 33.46 0.00 0.00 0.00 -468.45 101 10 75.62 -13.75 0.00 0.00 0.00 0.00 11 -85.48 33.46 0.00 0.00 0.00 -468.45 102 10 153.54 -51.18 Or.00 0.00 0.00 0.00 11 -190.25 124.59 0.00 0.00 0.00 -1744.12 103 10 111.36 -13.75 0.00 0.00 0.00 0.00 11 -121.22 33.46 0.00 0.00 0.00 -468.45 104 10 125.47 -41.82 0.00 0.00 0.00 0.00 11 -155.46 101.81 0.00 0.00 0.00 -1425.20 105 10 93.83 -13.75 0.00 0.00 0.00 0.00 11 -103.69 33.46 0.00 0.00 0.00 -468.45 106 10 139.61 -62.93 0.00 0.00 0.00 0.00 11 -149.47 153.20 0.00 0.00 0.00 -2144.57 107 10 199.25 -78.71 0.00 0.00 0.00 0.00 11 -229.24 191.61 0.00 0.00 0.00 -2682.29 108 10 167.61 -50.64 0.00 0.00 0.00 0.00 11 -177.47 123.27 0.00 0.00 0.00 -1725.54 109 10 -101.02 54.64 0.00 0.00 0.00 0.00 11 95.11 -133.00 0.00 0.00 0.00 1861.83 r 11 1 11 326.39 104.18 0.00 0.00 0.00 468.45 12 -329.45 -98.07 0.00 0.00 0.00 153.41 101 11 792.32 319.96 0.00 0.00 0.00 468.45 12 -795.37 -313.85 0.00 0.00 0.00 1480.24 102 11 790.14 175.36 0.00 0.00 0.00 1744.12 12 -801.52 -152.61 0.00 0.00 0.00 -735.76 103 11 639.74 225.80 0.00 0.00 0.00 468.45 12 -642.80 -219.69 0.00 0.00 0.00 901.23 104 11 908.43 274.68 0.00 0.00 0.00 1425.20 12 -917.73 -256.09 0.00 0.00 0.00 206.69 105 11 795.63 312.51 0.00 0.00 0.00 468.45 12 -798.69 -306.40 0.00 0.00 0.00 1434.43 106 11 889.48 216.61 0.00 0.00 0.00 2144.57 12 -892.53 -188.84 0.00 0.00 0.00 -897.40 107 11 1330.75 359.14 0.00 0.00 0.00 2682.29 12 -1340.04 -324.16 0.00 0.00 0.00 -581.41 108 11 1217.95 396.97 0.00 0.00 0.00 1725.54 12 -1221.00 -374.47 0.00 0.00 0.00 646.33 109 11 -524.06 -81.48 0.00 0.00 0.00 -1861.83 12 522.23 57.19 0.00 0.00 0.00 1435.47 12 1 12 346.58 63.81 0.00 0.00 0.00 -153.41 5 -411.56 66.16 0.00 0.00 0.00 0.00 101 12 925.46 53.67 0.00 0.00 0.00 -1480.24 5 -990.45 76.30 0.00 0.00 0.00 0.00 f L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 13 of 29 �O ort S Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 14 f MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 102 12 754.04 247.57 0.00 0.00 0.00 735.76 5 -995.98 236.32 0.00 0.00 0.00 0.00 103 12 723.60 58.09 0.00 0.00 0.00 -901.23 5 -788.58 71.87 0.00 0.00 0.00 0.00 104 12 947.71 196.13 0.00 0.00 0.00 -206.69 5 -1145.41 199.29 0.00 0.00 0.00 0.00 105 12 924.88 54.02 0.00 0.00 0.00 -1434.43 1 5 -989.86 75.95 0.00 0.00 0.00 0.00 106 12 834.77 304.36 0.00 0.00 0.00 897.40 5 -899.75 290.64 0.00 0.00 0.00 0.00 107 12 1313.85 376.54 0.00 0.00 0.00 581.41 5 -1511.56 367.65 0.00 0.00 0.00 0.00 108 12 1291.02 234.43 0.00 0.00 0.00 -646.33 5 -1356.01 244.31 0.00 0.00 0.00 0.00 109 12 -416.20 -269.25 0.00 0.00 0.00 -1435.47 5 377.21 -247.30 0.00 0.00 0.00 0.00 13 1 2 -38.31 0.00 0.00 0.00 0.00 0.00 6 38.31 0.00 0.00 0.00 0.00 0.00 101 2 -45.15 0.00 0.00 0.00 0.00 0.00 6 45.15 0.00 0.00 0.00 0.00 0.00 102 2 106.17 0.00 0.00 0.00 0.00 0.00 6 -106.17 0.00 0.00 0.00 0.00 0.00 103 2 320.5 C 0.00 0.00 0.00 0.00 0.00 6 -320.57 0.00 0.00 0.00 0.00 0.00 104 2 -67.04 0.00 0.00 0.00 0.00 0.00 6 67.04 0.00 0.00 0.00 0.00 0.00 105 2 93.76 0.00 0.00 0.00 0.00 0.00 Stl4v�t 6 -93.76 0.00 0.00 0.00 0.00 0.00 4 A,L-� 106 2 129.16 0.00 0.00 0.00 0.00 0.00 6 -129.16 0.00 0.00 0.00 0.00 0.00 107 2 58.56 0.00 0.00 0.00 0.00 0.00 6 -58.56 0.00 0.00 0.00 0.00 0.00 108 28219.36 `� 0.00 0.00 0.00 0.00 0.00 ll�-1.9 _ 6 -219.36 0.00 0.00 0.00 0.00 0.00 109 2 -237.09 0.00 0.00 0.00 0.00 0.00 6 237.09 0.00 0.00 0.00 0.00 0.00 14 1 4 -38.31 0.00 0.00 0.00 0.00 0.00 12 38.31 0.00 0.00 0.00 0.00 0.00 101 4 -290.89 0.00 0.00 0.00 0.00 0.00 12 290.89 0.00 0.00 0.00 0.00 0.00 102 4 106.17 0.00 0.00 0.00 0.00 0.00 12 -106.17 0.00 0.00 0.00 0.00 0.00 103 4 -180.67 0.00 0.00 0.00 0.00 0.00 12 180.67 0.00 0.00 0.00 0.00 0.00 104 4 -67.04 0.00 0.00 0.00 0.00 0.00 12 67.04 0.00 0.00 0.00 0.00 0.00 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 14 of 29 �I C�F V Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 15 1 J �,C►2 c G f a (J`^� MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 105 4 -282.17 0.00 0.00 0.00 0.00 0.00 12 282.17 0.00 0.00 0.00 0.00 0.00 ,,. -- 106 4 129.16 0.00 0.00 0.00 0.00 0.00 " WqJ;� 12 -129.16 0.00 0.00 0.00 0.00 0.00 107 4 58.56 0.00 0.00 0.00 0.00 0.00 12 12 -58.56 0.00 0.00 0.00 0.00 0.00 108 4 -156.57 0.00 0.00 0.00 0.00 0.00 12 156.57 0.00 0.00 0.00 0.00 0.00 109 4237�0.9rt t 0.00 0.00 0.00 0.00 0.00 12 237.09 0.00 0.00 0.00 0.00 0.00 15 1 7 307.79 0.00 0.00 0.00 0.00 0.00 11 -307.79 0.00 0.00 0.00 0.00 0.00 101 7 790.27 0.00 0.00 0.00 0.00 0.00 11 -790.27 0.00 0.00 0.00 0.00 0.00 102 7 670.70 0.00 0.00 0.00 0.00 0.00 11 -670.70 0.00 0.00 0.00 0.00 0.00 103 7 579.72 0.00 0.00 0.00 0.00 0.00 11 -579.72 0.00 0.00 0.00 0.00 0.00 104 7 841 85 0.00 0.00 0.00 0.00 0.00 11 -841.85 0.00 0.00 0.00 0.00 0.00 105 7 773.61 0.00 0.00 0.00 0.00 0.00 11 -773.61 0.00 0.00 0.00 0.00 0.00 106 7 827.35 0.00 0.00 0.00 0.00 0.00 WIND 11 -827.35 0.00 0.00 0.00 0.00 0.00 107 7 313) 0.00 0.00 0.00 0.00 0.00 11 -1231.52 0.00 0.00 0.00 0.00 0.00 108 7 1163.29 0.00 0.00 0.00 0.00 0.00 11 -1163.29 0.00 0.00 0.00 0.00 0.00 fl � 109 7 'a��479.58 0.00 0.00 0.00 0.00 0.00 11 479.58 0.00 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 108. PRINT MEMBER STRESSES ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 15 of 29 P" �'F S Monday, October 01, 2007, 12:42 PM STAND PLANE -- PAGE NO. 16 MEMBER STRESSES --------------- ALL UNITS ARE PODN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 1 .0 20.1 T 0.0 0.0 20.1 4.8 0.0 1.00 20.1 T 0.0 57.4 77.4 2.9 0.0 101 .0 50.5 T 0.0 0.0 50.5 15.5 0.0 1.00 50.5 T 0.0 247.3 297.7 7.6 0.0 102 .0 46.5 T 0.0 0.0 46.5 7.3 0.0 1.00 46.5 T 0.0 212.8 259.3 0.4 0.0 103 .0 39.9 T 0.0 0.0 39.9 11.0 0.0 1.00 39.9 T 0.0 443.4 483.3 3.3 0.0 104 .0 55.4 T 0.0 0.0 55.4 12.4 0.0 1.00 55.4 T 0.0 174.4 229.8 6.B 0.0 105 .0 50.4 T 0.0 0.0 50.4 15.2 0.0 1.00 50.4 T 0.0 347.4 397.8 4.1 0.0 106 .0 40.0 T 0.0 0.0 40.0 7.7 0.0 1.00 40.0 T 0.0 237.5 277.5 0.0 0.0 107 .0 70.4 T 0.0 0.0 70.4 14.6 0.0 1.00 70.4 T 0.0 309.5 379.9 4.7 0.0 108 .0 65.4 T 0.0 0.0 65.4 17.4 0.0 1.00 65.4 T 0.0 482.5 547.9 1.9 0.0 109 .0 13.4 C 0.0 0.0 13.4 0.8 0.0 1.00 13.4 C 0.0 195.9 209.3 5.4 0.0 2 1 .0 20.1 T 0.0 57.4 77.4 0.7 0.0 1.00 20.1 T 0.0 0.0 20.1 3.8 0.0 101 .0 50.5 T 0.0 247.3 297.7 4.9 0.0 1.00 50.5 T 0.0 0.0 50.5 14.4 0.0 102 .0 46.5 T 0.0 212.8 259.3 6.7 0.0 1.00 46.5 T 0.0 0.0 46.5 9.9 0.0 103 .0 39.9 T 0.0 443.4 483.3 15.7 0.0 1.00 39.9 T 0.0 0.0 39.9 18.9 0.0 104 .0 55.4 T 0.0 174.4 229.8 2.9 0.0 1.00 55.4 T 0.0 0.0 55.4 10.B 0.0 105 .0 50.4 T 0.0 347.4 397.8 9.6 0.0 1.00 50.4 T 0.0 0.0 50.4 17.5 0.0 106 .0 40.0 T 0.0 237.5 277.5 7.7 0.0 1.00 40.0 T 0.0 0.0 40.0 10.9 0.0 107 .0 70.4 T 0.0 309.5 379.9 8.1 0.0 1.00 70.4 T 0.0 0.0 70.4 16.0 0.0 108 .0 65.4 T 0.0 482.5 547.9 14.9 0.0 1.00 65.4 T 0.0 0.0 65.4 22.8 0.0 109 .0 13.4 C 0.0 195.9 209.3 8.6 0.0 1.00 13.4 C 0.0 0.0 13.4 6.7 0.0 3 1 .0 20.1 T 0.0 0.0 20.1 3.8 0.0 1.00 20.1 T 0.0 57.4 77.4 0.7 0.0 101 .0 50.5 T 0.0 0.0 50.5 4.1 0.0 1.00 50.5 T 0.0 17.1 67.6 5.4 0.0 102 .0 46.5 T 0.0 0.0 46.5 9.9 0.0 1.00 46.5 T 0.0 212.8 259.3 6.7 0.0 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 16 of 29 L,S of q S- Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 17 MER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 103 .0 39.9 T 0.0 0.0 39.9 2.2 0.0 1.00 39.9 T 0.0 95.8 135.6 5.3 0.0 104 .0 55.4 T 0.0 0.0 55.4 10.8 0.0 1.00 55.4 T 0.0 174.4 229.8 2.9 0.0 105 .0 50.4 T 0.0 0.0 50.4 1.7 0.0 1.00 50.4 T 0.0 57.0 107.5 6.2 0.0 106 .0 40.0 T 0.0 0.0 40.0 10.9 0.0 1.00 40.0 T 0.0 237.5 277.5 7.7 0.0 107 .0 70.4 T 0.0 0.0 70.4 16.0 0.0 1.00 70.4 T 0.0 309.5 379.9 8.1 0.0 108 .0 65.4 T 0.0 0.0 65.4 7.0 0.0 1.00 65.4 T 0.0 78.1 143.5 0.9 0.0 109 .0 13.4 C 0.0 0.0 13.4 6.7 0.0 1.00 13.4 C 0.0 195.9 209.3 8.6 0.0 4 1 .0 20.1 T 0.0 57.4 77.4 2.9 0.0 1.00 20.1 T 0.0 0.0 20.1 4.8 0.0 101 .0 50.5 T 0.0 17.1 67.6 11.8 0.0 1.00 50.5 T 0.0 0.0 50.5 11.3 0.0 102 .0 46.5 T 0.0 212.8 259.3 0.4 0.0 1.00 46.5 T 0.0 0.0 46.5 7.3 0.0 103 .0 39.9 T 0.0 95.8 135.6 5.4 0.0 1.00 39.9 T 0.0 0.0 39.9 2.3 0.0 104 .0 55.4 T 0.0 174.4 229.8 6.8 0.0 1.00 55.4 T 0.0 0.0 55.4 12.4 0.0 105 .0 50.4 T 0.0 57.0 107.5 10.5 0.0 1.00 50.4 T 0.0 0.0 50.4 8.7 0.0 106 .0 40.0 T 0.0 237.5 277.5 0.0 0.0 1.00 40.0 T 0.0 0.0 40.0 7.7 0.0 107 .0 70.4 T 0.0 309.5 379.9 4.7 0.0 1.00 70.4 T 0.0 0.0 70.4 14.6 0.0 108 .0 65.4 T 0.0 78.1 143.5 8.4 0.0 1.00 65.4 T 0.0 0.0 65.4 10.9 0.0 109 .0 13.4 C 0.0 195.9 209.3 5.4 0.0 1.00 13.4 C 0.0 0.0 13.4 0.8 0.0 5 1 .0 37.8 C 0.0 0.0 37.8 6.1 0.0 1.00 31.9 C 0.0 11.7 43.5 5.9 0.0 101 .0 96.5 C 0.0 0.0 96.5 18.0 0.0 1.00 78.6 C 0.0 7.1 85.7 17.9 0.0 102 .0 91.5 C 0.0 0.0 91.5 21.7 0.0 1.00 69.3 C 0.0 56.0 125.3 22.8 0.0 103 .0 83.7 C 0.0 0.0 83.7 29.0 0.0 1.00 53.3 C 0.0 146.6 200.0 31.7 0.0 104 .0 105.3 C 0.0 0.0 105.3 18.3 0.0 1.00 87.1 C 0.0 15.7 102.8 18.0 0.0 105 .0 99.4 C 0.0 0.0 99.4 23.8 0.0 1.00 75.1 C 0.0 52.3 127.4 24.7 0.0 106 .0 82.7 C 0.0 0.0 82.7 26.7 0.0 1.00 76.7 C 0.0 68.3 145.0 26.0 0.0 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 17 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 18 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 107 .0 138.9 C 0.0 0.0 138.9 33.8 0.0 1.00 120.8 C 0.0 44.2 165.0 34.6 0.0 108 .0 133.0 C 0.0 0.0 133.0 39.2 0.0 1.00 108.8 C 0.0 112.2 221.0 41.3 0.0 109 .0 34.7 T 0.0 0.0 34.7 22.7 0.0 1.00 38.3 T 0.0 109.2 147.5 24.7 0.0 6 1 .0 30.3 C 0.0 11.7 42.0 9.0 0.0 1.00 30.0 C 0.0 35.7 65.6 9.6 0.0 101 .0 76.7 C 0.0 7.1 83.9 21.6 0.0 1.00 75.9 C 0.0 107.0 182.9 23.3 0.0 102 .0 73.7 C 0.0 56.0 129.7 14.0 0.0 1.00 72.6 C 0.0 132.7 205.4 16.1 0.0 103 .0 66.5 C 0.0 146.6 213.1 5.3 0.0 1.00 65.1 C 0.0 181.1 246.2 8.2 0.0 104 .0 84.3 C 0.0 15.7 100.1 23.5 0.0 1.00 83.5 C 0.0 108.5 192.0 25.2 0.0 105 .0 79.0 C 0.0 52.3 131.2 17.0 0.0 1.00 77.6 C 0.0 144.8 222.6 19.3 0.0 106 .0 82.0 C 0.0 68.3 150.3 17.4 0.0 1.00 81.8 C 0.0 163.2 245.0 19.9 0.0 107 .0 123.2 C 0.0 44.2 167.4 29.8 0.0 1.00 122.3 C 0.0 204.1 326.4 33.0 0.0 108 .0 117.8 C 0.0 112.2 230.0 23.3 0.0 1.00 116.7 C 0.0 240.4 357.1 27.1 0.0 109 .0 46.0 T 0.0 109.2 157.2 5.3 0.0 1.00 48.2 T 0.0 141.7 189.9 7.5 0.0 7 1 .0 4.7 C 0.0 35.7 40.3 3.1 0.0 1.00 3.8 C 0.0 0.0 3.8 1.3 0.0 101 .0 10.9 C 0.0 107.0 117.9 9.2 0.0 1.00 8.2 C 0.0 0.0 8.2 3.8 0.0 102 .0 17.5 C 0.0 132.7 150.2 11.5 0.0 1.00 14.1 C 0.0 0.0 14.1 4.7 0.0 103 .0 17.4 C 0.0 181.1 198.6 15.6 0.0 1.00 12.8 C 0.0 0.0 12.8 6.4 0.0 104 .0 14.3 C 0.0 108.5 122.8 9.4 0.0 1.00 11.5 C 0.0 0.0 11.5 3.8 0.0 105 .0 14.2 C 0.0 144.8 159.0 12.5 0.0 1.00 10.6 C 0.0 0.0 10.6 5.1 0.0 106 .0 13.7 C 0.0 163.2 176.9 14.1 0.0 1.00 12.8 C 0.0 0.0 12.8 5.8 0.0 107 .0 21.1 C 0.0 204.1 225.2 17.6 0.0 1.00 18.3 C 0.0 0.0 18.3 7.2 0.0 108 .0 21.0 C 0.0 240.4 261.5 20.7 0.0 1.00 17.3 C 0.0 0.0 17.3 8.5 0.0 109 .0 8.7 T 0.0 141.7 150.4 12.2 0.0 1.00 9.3 T 0.0 0.0 9.3 5.0 0.0 8 1 .0 7.9 C 0.0 0.0 7.9 2.6 0.0 1.00 5.2 C 0.0 0.0 5.2 2.6 0.0 - L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 18 of 29 CP OF 9s Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 19 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 101 .0 17.0 C 0.0 0.0 17.0 7.9 0.0 1.00 9.2 C 0.0 0.0 9.2 7.9 0.0 102 .0 29.2 C 0.0 0.0 29.2 9.7 0.0 1.00 19.5 C 0.0 0.0 19.5 9.7 0.0 103 .0 26.6 C 0.0 0.0 26.6 13.3 0.0 1.00 13.3 C 0.0 0.0 13.3 13.3 0.0 104 .0 23.9 C 0.0 0.0 23.9 8.0 0.0 1.00 15.9 C 0.0 0.0 15.9 8.0 0.0 105 .0 21.9 C 0.0 0.0 21.9 10.6 0.0 1.00 11.2 C 0.0 0.0 11.2 10.6 0.0 106 .0 26.6 C 0.0 0.0 26.6 12.0 0.0 1.00 24.0 C 0.0 0.0 24.0 12.0 0.0 107 .0 38.0 C 0.0 0.0 38.0 15.0 0.0 1.00 30.0 C 0.0 0.0 30.0 15.0 0.0 108 .0 35.9 C 0.0 0.0 35.9 17.7 0.0 1.00 25.3 C 0.0 0.0 25.3 17.7 0.0 109 .0 19.2 T 0.0 0.0 19.2 10.4 0.0 1.00 20.8 T 0.0 0.0 20.8 10.4 0.0 9 1 .0 5.2 C 0.0 0.0 5.2 2.6 0.0 1.00 7.9 C 0.0 0.0 7.9 2.6 0.0 101 .0 11.8 C 0.0 0.0 11.8 2.6 0.0 1.00 14.4 C 0.0 0.0 14.4 2.6 0.0 102 .0 19.5 C 0.0 0.0 19.5 9.7 0.0 1.00 29.2 C 0.0 0.0 29.2 9.7 0.0 103 .0 18.6 C 0.0 0.0 18.6 2.6 0.0 1.00 21.2 C 0.0 0.0 21.2 2.6 0.0 104 .0 15.9 C 0.0 0.0 15.9 8.0 0.0 1.00 23.9 C 0.0 0.0 23.9 8.0 0.0 105 .0 15.3 C 0.0 0.0 15.3 2.6 0.0 1.00 17.9 C 0.0 0.0 17.9 2.6 0.0 106 .0 24.0 C 0.0 0.0 24.0 12.0 0.0 1.00 26.6 C 0.0 0.0 26.6 12.0 0.0 107 .0 30.0 C 0.0 0.0 30.0 15.0 0.0 1.00 38.0 C 0.0 0.0 38.0 15.0 0.0 108 .0 29.3 C 0.0 0.0 29.3 9.6 0.0 1.00 31.9 C 0.0 0.0 31.9 9.6 0.0 109 .0 20.8 T 0.0 0.0 20.8 10.4 0.0 1.00 19.2 T 0.0 0.0 19.2 10.4 0.0 10 1 .0 3.8 C 0.0 0.0 3.8 1.3 0.0 1.00 4.7 C 0.0 35.7 40.3 3.1 0.0 101 .0 7.0 C 0.0 0.0 7.0 1.3 0.0 1.00 7.9 C 0.0 35.7 43.5 3.1 0.0 102 .0 14.1 C 0.0 0.0 14.1 4.7 0.0 1.00 17.5 C 0.0 132.7 150.2 11.5 0.0 103 .0 10.2 C 0.0 0.0 10.2 1.3 0.0 1.00 11.1 C 0.0 35.7 46.8 3.1 0.0 104 .0 11.5 C 0.0 0.0 11.5 3.8 0.0 1.00 14.3 C 0.0 108.5 122.8 9.4 0.0 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 19 of 29 �( ® F g5 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 20 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 105 .0 8.6 C 0.0 0.0 8.6 1.3 0.0 1.00 9.5 C 0.0 35.7 45.2 3.1 0.0 106 .0 12.8 C 0.0 0.0 12.8 5.8 0.0 1.00 13.7 C 0.0 163.2 176.9 14.1 0.0 107 .0 18.3 C 0.0 0.0 18.3 7.2 0.0 1.00 21.1 C 0.0 204.1 225.2 17.6 0.0 108 .0 15.4 C 0.0 0.0 15.4 4.7 0.0 1.00 16.3 C 0.0 131.3 147.6 11.3 0.0 109 .0 9.3 T 0.0 0.0 9.3 5.0 0.0 1.00 8.7 T 0.0 141.7 150.4 12.2 0.0 11 1 .0 3'0.0 C 0.0 35.7 65.6 9.6 0.0 1.00 30.3 C 0.0 11.7 42.0 9.0 0.0 101 .0 72.8 C 0.0 35.7 108.5 29.4 0.0 1.00 73.1 C 0.0 112.7 185.8 28.8 0.0 102 .0 72.6 C 0.0 132.7 205.4 16.1 0.0 1.00 73.7 C 0.0 56.0 129.7 14.0 0.0 I 103 .0 58.8 C 0.0 35.7 94.5 20.8 0.0 1.00 59.1 C 0.0 68.6 127.7 20.2 0.0 104 .0 83.5 C 0.0 108.5 192.0 25.2 0.0 1.00 84.3 C 0.0 15.7 100.1 23.5 0.0 I 105 .0 73.1 C 0.0 35.7 108.8 28.7 0.0 1.00 73.4 C 0.0 109.2 182.6 28.2 0.0 106 .0 81.8 C 0.0 163.2 245.0 19.9 0.0 1.00 82.0 C 0.0 68.3 150.3 17.4 0.0 107 .0 122.3 C 0.0 204.1 326.4 33.0 0.0 1.00 123.2 C 0.0 44.2 167.4 29.8 0.0 108 .0 111.9 C 0.0 131.3 243.3 36.5 0.0 1.00 112.2 C 0.0 49.2 161.4 34.4 0.0 109 .0 48.2 T 0.0 141.7 189.9 7.5 0.0 1.00 48.0 T 0.0 109.2 157.2 5.3 0.0 I 12 1 .0 31.9 C 0.0 11-7 43.5 5.9 0.0 1.00 37.8 C 0.0 0.0 37.8 6.1 0.0 101 .0 85.1 C 0.0 112.7 197.7 4.9 0.0 1.00 91.0 C 0.0 0.0 91.0 7.0 0.0 I 102 .0 69.3 C 0.0 56.0 125.3 22.8 0.0 1.00 91.5 C 0.0 0.0 91.5 21.7 0.0 103 .0 66.5 C 0.0 68.6- 135.1 5.3 0.0 1.00 72.5 C 0.0 0.0 72.5 6.6 0.0 104 .0 87.1 C 0.0 15.7 102.8 18.0 0.0 I 1.00 105.3 C 0.0 0.0 105.3 18.3 0.0 105 .0 85.0 C 0.0 109.2 194.2 5.0 0.0 1.00 91.0 C 0.0 0.0 91.0 7.0 0.0 I f 106 .0 76.7 C 0.0 68.3 145.0 28.0 0.0 1.00 82.7 C 0.0 0.0 82.7 26.7 0.0 107 .0 120.8 C 0.0 44.2 165.0 34.6 0.0 1.00 138.,9 C 0.0 0.0 138.9 33.8 0.0 108 .0 118.7 C 0.0 49.2 167.8 21.5 0.0 I 1 1.00 124.6 C 0.0 0.0 124.6 22.5 0.0 I IL:\Struct Eng Group\P27ojects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 20 of 29 �7 or- S'S- Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 21 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 109 .0 38.3 T 0.0 109.2 147.5 24.7 0.0 1.00 34.7 T 0.0 0.0 34.7 22.7 0.0 13 1 .0 7.3 T 0.0 0.0 7.3 0.0 0.0 1.00 7.3 T 0.0 0.0 7.3 0.0 0.0 101 .0 8.6 T 0.0 0.0 8.6 0.0 0.0 1.00 8.6 T 0.0 0.0 8.6 0.0 0.0 102 .0 20.2 C 0'.0 0.0 20.2 0.0 0.0 1.00 20.2 C 0.0 0.0 20.2 0.0 0.0 103 .0 61.1 C 0.0 0.0 61.1 0.0 0.0 1.00 61.1 C 0.0 0.0 61.1 0.0 0.0 104 .0 12.8 T 0.0 0.0 12.8 0.0 0.0 1.00 12.8 T 0.0 0.0 12.8 0.0 0.0 105 .0 17.9 C 0.0 0.0 17.9 0.0 0.0 1.00 17.9 C 0.0 0.0 17.9 0.0 0.0 106 .0 24.6 C 0.0 0.0 24.6 0.0 0.0 1.00 24.6 C 0.0 0.0 24.6 0.0 0.0 107 .0 11.2 C 0.0 0.0 11.2 0.0 0.0 1.00 11.2 C 0.0 0.0 11.2 0.0 0.0 108 .0 41.8 C 0.0 0.0 41.8 0.0 0.0 1.00 41.8 C 0.0 0.0 41.8 0.0 0.0 109 .0 45.2 T 0.0 0.0 45.2 0.0 0.0 1.00 45.2 T 0.0 0.0 45.2 0.0 0.0 14 1 .0 7.3 T 0.0 0.0 7.3 0.0 0.0 1.00 7.3 T 0.0 0.0 7.3 0.0 0.0 101 .0 55.4 T 0.0 0.0 55.4 0.0 0.0 1.00 55.4 T 0.0 0.0 55.4 0.0 0.0 102 .0 20.2 C 0.0 0.0 20.2 0.0 0.0 1.00 20.2 C 0.0 0.0 20.2 0.0 0.0 103 .0 34.4 T 0.0 0.0 34.4 0.0 0.0 1.00 34.4 T 0.0 0.0 34.4 0.0 0.0 104 .0 12.8 T 0.0 0.0 12.8 0.0 0.0 1.00 12.8 T 0.0 0.0 12.8 0.0 0.0 105 .0 53.7 T 0.0 0.0 53.7 0.0 0.0 1.00 53.7 T 0.0 0.0 53.7 0.0 0.0 106 .0 24.6 C 0.0 0.0 24.6 0.0 0.0 1.00 24.6 C 0.0 0.0 24.6 0.0 0.0 107 .0 11.2 C 0.0 0.0 11.2 0.0 0.0 1.00 11.2 C 0.0 0.0 11.2 0.0 0.0 108 .0 29.8 T 0.0 0.0 29.8 0.0 0.0 1.00 29.8 T 0.0 0.0 29.8 0.0 0.0 109 .0 45.2 T 0.0 0.0 45.2 0.0 0.0 1.00 45.2 T 0.0 0.0 45.2 0.0 0.0 15 1 .0 37.3 C 0.0 0.0 37.3 0.0 0.0 1.00 37.3 C 0.0 0.0 37.3 0.0 0.0 101 .0 95.8 C 0.0 0.0 95.8 0.0 0.0 1.00 95.8 C 0.0 0.0 95.8 0.0 0.0 L:\Struct Eng Group\Pro3ects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 21 of 29 F Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 22 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMS LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 102 .0 81.3 C 0.0 0.0 81.3 0.0 0.0 1.00 81.3 C 0.0 0.0 81.3 0.0 0.0 103 .0 70.3 C 0.0 0.0 70.3 0.0 0.0 1.00 70.3 C 0.0 0.0 70.3 0.0 0.0 104 .0 102.0 C 0.0 0.0 102.0 0.0 0.0 1.00 102.0 C 0.0 0.0 102.0 0.0 0.0 105 .0 93.8 C 0.0 0.0 93.8 0.0 0.0 1.00 93.8 C 0.0 0.0 93.8 0.0 0.0 106 .0 100.3 C 0.0 0.0 100.3 0.0 0.0 1.00 100.3 C 0.0 0.0 100.3 0.0 0.0 107 .0 149.3 C 0.0 0.0 149.3 0.0 0.0 1.00 149.3 C 0.0 0.10 149.3 0.0 0.0 108 .0 141.0 C 0.0 0.0 141.0 0.0 0.0 1.00 141.0 C 0.0 0.0 141.0 0.0 0.0 109 .0 58.1 T 0.0 0.0 58.1 0.0 0.0 1.00 58.1 T 0.0 0.0 58.1 0.0 0.0 ************** END OF LATEST ANALYSIS RESULT ************** 109. PRINT JOINT DISPLACEMENTS ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 22 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 23 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 -0.00207 0.00000 0.00000 0.00000 0.00000 -0.00057 101 -0.00520 0.00000 0.00000 0.00000 0.00000 -0.00200 102 -0.00480 0.00000 0.00000 0.00000 0.00000 -0.00118 103 -0.00411 0.00000 0.00000 0.00000 0.00000 -0.00209 104 -0.00571 0.00000 0.00000 0.00000 0.00000 -0.00154 105 -0.00520 0.00000 0.00000 0.00000 0.00000 -0.00222 106 -0.00412 0.00000 0.00000 0.00000 0.00000 -0.00128 107 -0.00726 0.00000 0.00000 0.00000 0.00000 -0.00207 108 -0.00674 0.00000 0.00000 0.00000 0.00000 -0.00276 109 0.00139 0.00000 0.00000 0.00000 0.00000 0.00057 2 1 -0.00060 -0.02156 0.00000 0.00000 0.00000 0.00033 101 -0.00151 -0.08051 0.00000 0.00000 0.00000 0.00117 102 -0.00140 -0.05430 0.00000 0.00000 0.00000 0.00072 103 -0.00120 -0.10289 0.00000 0.00000 0.00000 0.00131 104 -0.00166 -0.06042 0.00000 0.00000 0.00000 0.00089 105 -0.00151 -0.09686 0.00000 0.00000 0.00000 0.00134 106 -0.00120 -0.05951 0.00000 0.00000 0.00000 0.00079 107 -0.00211 -0.08889 0.00000 0.00000 0.00000 0.00124 108 -0.00196 -0.12533 0.00000 0.00000 0.00000 0.00168 109 0.00040 0.03558 0.00000 0.00000 0.00000 -0.00039 3 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00051 101 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00056 102 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00133 103 0.00000 0.00000 0.00000 0.00000 0.00000 0.00028 104 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00145 105 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00024 106 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00146 107 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00215 108 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00095 109 0.00000 0.00000 0.00000 0.00000 0.00000 0.00089 4 1 0.00060 -0.02156 0.00000 0.00000 0.00000 -0.00033 101 0.00151 -0.02482 0.00000 0.00000 0.00000 -0.00049 102 0.00140 -0.05430 0.00000 0.00000 0.00000 -0.00072 103 0.00120 0.01070 0.00000 0.00000 0.00000 0.00007 104 0.00166 -0.06042 0.00000 0.00000 0.00000 -0.00089 105 0.00151 -0.01167 0.00000 0.00000 0.00000 -0.00030 106 0.00120 -0.05951 0.00000 0.00000 0.00000 -0.00079 107 0.00211 -0.08889 0.00000 0.00000 0.00000 -0.00124 108 0.00196 -0.04013 0.00000 0.00000 0.00000 -0.00065 109 -0.00040 0.03558 0.00000 0.00000 0.00000 0.00039 5 1 0.00207 0.00000 0.00000 0.00000 0.00000 0.00057 101 0.00520 0.00000 0.00000 0.00000 0.00000 0.00096 102 0.00480 0.00000 0.00000 0.00000 0.00000 0.00118 103 0.00411 0.00000 0.00000 0.00000 0.00000 -0.00004 104 0.00571 0.00000 0.00000 0.00000 0.00000 0.00154 105 0.00520 0.00000 0.00000 0.00000 0.00000 0.00063 106 0.00412 0.00000 0.00000 0.00000 0.00000 0.00128 107 0.00726 0.00000 0.00000 0.00000 0.00000 0.00207 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 23 of 29 D op 95 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 24 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 108 0.00674 0.00000 0.00000 0.00000 0.00000 0.00116 109 -0.00139 0.00000 0.00000 0.00000 0.00000 -0.00057 6 1 0.00492 -0.02125 0.00000 0.00000 0.00000 0.00132 101 0.02572 -0.08015 0.00000 0.00000 0.00000 0.00358 102 0.01437 -0.05515 0.00000 0.00000 0.00000 0.00425 103 0.04145 -0.10544 0.00000 0.00000 0.00000 0.00492 104 0.01418 -0.05989 0.00000 0.00000 0.00000 0.00389 105 0.03449 -0.09761 0.00000 0.00000 0.00000 0.00439 106 0.01782 -0.06054 0.00000 0.00000 0.00000 0.00528 107 0.02386 -0.08935 0.00000 0.00000 0.00000 0.00686 108 0.04416 -0.12707 0.00000 0.00000 0.00000 0.00736 109 -0.01354 0.03747 0.00000 0.00000 0.00000 -0.00428 7 1 0.00113 -0.01398 0.00000 0.00000 0.00000 0.00131 101 0.01553 -0.06052 0.00000 0.00000 0.00000 0.00352 102 0.00247 -0.03205 0.00000 0.00000 0.00000 0.00414 103 0.02789 -0.07896 0.00000 0.00000 0.00000 0.00472 104 0.00310 -0.03855 0.00000 0.00000 0.00000 0.00383 105 0.02216 -0.07373 0.00000 0.00000 0.00000 0.00427 106 0.00304 -0.03179 0.00000 0.00000 0.00000 0.00515 107 0.00453 -0.05191 0.00000 0.00000 0.00000 0.00671 108 0.02360 -0.08709 0.00000 0.00000 0.00000 0.00715 109 -0.00176 0.01439 0.00000 0.00000 0.00000 -0.00412 8 1 -0.01012 0.00839 0.00000 0.00000 0.00000 -0.00094 101 -0.01460 -0.00054 0.00000 0.00000 0.00000 -0.00155 102 -0.03295 0.03828 0.00000 0.00000 0.00000 -0.00313 103 -0.01220 0.00073 0.00000 0.00000 0.00000 -0.00161 104 -0.02984 0.02692 0.00000 0.00000 0.00000 -0.00280 105 -0.01428 ' -0.00124 0.00000 0.00000 0.00000 -0.00165 106 -0.04096 0.05579 0.00000 0.00000 0.00000 -0.00388 107 -0.05297 0.06248 0.00000 0.00000 0.00000 -0.00500 106 -0.03741 0.03432 0.00000 0.00000 0.00000 -0.00386 109 0.03336 -0.05558 0.00000 0.00000 0.00000 0.00319 9 1 0.00000 -0.01214 0.00000 0.00000 0.00000 0.00071 101 0.00000 -0.03033 0.00000 0.00000 0.00000 0.00227 102 0.00000 -0.02869 0.00000 0.00000 0.00000 0.00226 103 0.00000 -0.02454 0.00000 0.00000 0.00000 0.00333 104 0.00000 -0.03364 0.00000 0.00000 0.00000 0.00208 105 0.00000 -0.03053 0.00000 0.00000 0.00000 0.00288 106 0.00000 -0.02724 0.00000 0.00000 0.00000 0.00261 107 0.00000 -0.04497 0.00000 0.00000 0.00000 0.00366 106 0.00000 -0.04186 0.00000 0.00000 0.00000 0.00446 109 0.00000 0.01203 0.00000 0.00000 0.00000 -0.00226 10 1 0.01012 0.00839 0.00000 0.00000 0.00000 0.00094 101 0.02934 0.02892 0.00000 0.00000 0.00000 0.00251 102 0.03295 0.03828 0.00000 0.00000 0.00000 0.00313 103 0.04225 0.06084 0.00000 0.00000 0.00000 0.00356 104 0.02984 0.02692 0.00000 0.00000 0.00000 0.00280 105 0.03682 0.04384 0.00000 0.00000 0.00000 0.00312 L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 24 of 29 71 0F � Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 25 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 106 0.04096 0.05579 0.00000 0.00000 0.00000 0.00388 107 0.05297 0.06248 0.00000 0.00000 0.00000 0.00500 108 0.05995 0.07940 0.00000 0.00000 0.00000 0.00532 109 -0.03336 -0.05558 0.00000 0.00000 0.00000 -0.00319 11 1 -0.00113 -0.01398 0.00000 0.00000 0.00000 -0.00131 101 0.00972 -0.01008 0.00000 0.00000 0.00000 -0.00225 102 -0.00247 -0.03205 0.00000 0.00000 0.00000 -0.00414 103 0.02362 0.02392 0.00000 0.00000 0.00000 -0.00213 104 -0.00310 -0.03855 0.00000 0.00000 0.00000 -0.00383 105 0.01647 0.00343 0.00000 0.00000 0.00000 -0.00232 106 -0.00304 -0.03179 0.00000 0.00000 0.00000 -0.00515 107 -0.00453 -0.05191 0.00000 0.00000 0.00000 -0.00671 108 0.01504 -0.00993 0.00000 0.00000 0.00000 -0.00520 109 0.00176 0.01439 0.00000 0.00000 0.00000 0.00412 12 1 -0.00492 -0.02125 0.00000 0.00000 0.00000 -0.00132 101 0.00315 -0.02250 0.00000 0.00000 0.00000 -0.00220 102 -0.01437 -0.05515 0.00000 0.00000 0.00000 -0.00425 103 0.01744 0.01214 0.00000 0.00000 0.00000 -0.00211 104 -0.01416 -0.05989 0.00000 0.00000 0.00000 -0.00389 105 0.00968 -0.00942 0.00000 0.00000 0.00000 -0.00228 106 -0.01782 -0.06054 0.00000 0.00000 0.00000 -0.00528 107 -0.02386 -0.08935 0.00000 0.00000 0.00000 -0.00686 108 0.00001 -0.03889 0.00000 0.00000 0.00000 -0.00525 109 0.01354 0.03747 0.00000 0.00000 0.00000 0.00428 ************** END OF LATEST ANALYSIS RESULT ************** 110. PRINT SECTION MAX DISPL ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.anl Page 25 of 23 ", a c_ ?S;- Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 26 MAX MEMBER SECTION DISPLACEMENTS -------------------------------- UNIT= INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL 1 0.06994 68.25 108 1672 2 0.00857 20.00 108 5601 3 0.00573 28.00 107 8377 4 0.05308 58.50 107 2204 5 0.35733 65.40 108 366 6 0.00016 3.07 108 37869 7 0.00100 8.27 108 19811 8 0.00678 13.84 108 4081 9 0.00576 13.84 107 4806 10 0.00085 11.58 107 23335 11 0.00012 3.07 109 53118 12 0.31413 65.40 107 416 13 0.00000 0.00 1 0 14 0.00000 0.00 1 0 15 0.00000 0.00 1 0 ************ END OF SECT DISPL RESULTS *********** 111. PRINT SUPPORT REACTION ALL L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 26 of 29 t Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 27 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 3 1 0.00 128.96 0.00 0.00 0.00 0.00 101 0.00 311.71 0.00 0.00 0.00 0.00 102 0.00 333.86 0.00 0.00 0.00 0.00 103 0.00 282.49 0.00 0.00 0.00 0.00 104 0.00 363.25 0.00 0.00 0.00 0.00 105 0.00 324.72 0.00 0.00 0.00 0.00 106 0.00 366.46 0.00 0.00 0.00 0.00 107 0.00 541.37 0.00 0.00 0.00 0.00 10B 0.00 502.84 0.00 0.00 0.00 0.00 109 0.00 -226.26 0.00 0.00 0.00 0.00 1 1 0.00 323.73 0.00 0.00 0.00 0.00 101 0.00 906.56 0.00 0.00 0.00 0.00 102 0.00 779.32 0.00 0.00 0.00 0.00 103 0.00 874.18 0.00 0.00 0.00 0.00 104 0.00 900.15 0.00 0.00 0.00 0.00 105 0.00 971.30 0.00 0.00 0.00 0.00 106 0.00 791.55 0.00 0.00 0.00 0.00 107 0.00 1251.02 0.00 0.00 0.00 0.00 108 0.00 1322.17 0.00 0.00 0.00 0.00 109 0.00 -403.87 0.00 0.00 0.00 0.00 5 1 0.00 323.73 0.00 0.00 0.00 0.00 101 0.00 701.56 0.00 0.00 0.00 0.00 102 0.00 779.32 0.00 0.00 0.00 0.00 103 0.00 456.04 0.00 0.00 0.00 0.00 104 0.00 900.15 0.00 0.00 0.00 0.00 105 0.00 657.69 0.00 0.00 0.00 0.00 106 0.00 791.55 0.00 0.00 0.00 0.00 107 0.00 1251.02 0.00 0.00 0.00 0.00 108 0.00 1008.56 0.00 0.00 0.00 0.00 109 0.00 -403.87 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 112. FINISH L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 27 of 29 lip Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 28 *********** END OF THE STAAD.Pro RUN *********** **** DATE= OCT 1,2007 TIME= 12:41:53 **** ************************************************************ * For questions on STAAD.Pro, please contact * Research Engineers offices at the following locations * * * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@odandetech.com * CANADA +1 (604)629 6087 staad@dowco.com * UK +44(1454)207-000 support@reel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 staad@edr.no * SINGAPORE +65 6225-6158 support@reiusa.com * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net * THAILAND +66(0)2645-1018/19 support@thai.reiusa.com * * * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net ************************************************************ L:\Struct Eng Group\Projects\6314-010 -011 Apex\14046\STAAD\71228.an1 Page 28 of 29 Monday, October 01, 2007, 12:42 PM STAAD PLANE -- PAGE NO. 29 Information about the key files in the current distribution Modification Date CRC Size (Bytes) File Name ----------------------------------------------------------------------------------------- 12/05/2006 0x6a01 13303808 SProStaad.exe 12/05/2006 0xal80 05865472 SProStaadStl.exe 09/19/2003 Ox2fc0 00081970 CMesh.dll 10/25/2006 0x4601 02486272 dbSectionInterface.dll 01/23/2001 • Ox9b40 00073728 LoadGen.dll 09/25/2003 0x6340 00704512 MeshEngine.dll 09/22/2003 Oxce00 00069632 QuadPlateEngine.dll 12/22/2005 0x4181 00094206 SurfMesh.dll 11/14/2006 Oxbe41 00612352 AISCSections.mdb 06/13/2006 Oxd4cl 01204224 AISCSectionsRCeco.mdb 01/05/2005 Ox79cl 00319488 aiscsections_all_editions.mdb 01/05/2005 0x4b81 01810432 aiscsteeljoists.mdb 01/05/2005 Oxcacl 03651584 aitctimbersections.mdb 01/27/2005 0xeb01 00552960 aluminumsections.mdb 01/05/2005 0xcd01 00163840 australiansections.mdb 01/05/2005 0x6a41 00229376 britishsections.mdb 09/12/2006 Oxf4c0 00466944 bscoldformedsections.mdb 06/28/2005 0x8201 00327680 butlercoldformedsections.mdb 01/05/2005 OxabcO 00262144 canadiansections.mdb 05/31/2005 0x9e81 00450560 canadiantimbersections.mdb 10/12/2006 Ox5fc1 00532480 ChineseSections.mdb 01/05/2005 Oxd6c0 00600064 dutchsections.mdb 10/18/2006 0x3340 00354304 EuropeanSections.mdb 01/05/2005 Oxd301 00202752 frenchsections.mdb 01/05/2005 Oxllcl 00233472 germansections.mdb 01/05/2005 Ox3c40 00264192 indiansections.mdb 01/05/2005 Oxd540 00180224 iscoldformedsections.mdb 03/23/2006 Oxa080 00200704 japanesesections.mdb 11/08/2005 Ox9081 00376832 Kingspancoldformedsections.mdb 01/05/2005 Oxb740 00174080 koreansections.mdb 12/01/2006 0x8fc1 00114688 lysaghtcoldformedsections.mdb 02/07/2005 0x9a00 00243712 mexicansteeltables.mdb 10/18/2006 Oxdd41 00421BBB RCecoColdFormedSections.mdb 02/03/2005 OX9b40 00307200 russiansections.mdb 01/05/2005 0x9081 00206848 southafricansections.mdb 01/06/2005 0x9341 00194560 spanishsections.mdb 10/18/2006 Oxc581 00223232 uscoldformedsections.mdb 01/05/2005 OxbacO 00149504 usersectionstemplate.mdb 01/20/2006 OX8e40 00159744 venezuelansections.mdb ----------------------------------------------------------------------------------------- L:\Struct Eng Group\Projects\6324-010 -011 Apex\14046\STAAD\71228.an1 Page 29 of 29 irk. "hI Your Vision.Made Real Client:'Apex Homes,` Architects Engineers Surveyors Job Number,'6314 011=151'! An employee owned cwmoany Date:_10/1/2007- Designer: SBJ--_=, PO Box 487 wtlhamsport,PA 17701 Checker: T dU-wli q� - - ieL570.323.6603,roLL FREE 877 323.6603 FAX 570 323 9902 Larson Des�pn Group 27.5'Nome = = _E' 45 psf-Ground Snow,-1.20 mph Windr 7:12-Pitch,'/ Flip Rafter Connection Design: Length ;27.671n STAAD Members 8 and 9 Connection Forces Rafter to Outer Module Truss: Compressive ':-__'_153,54 1bI Tensile = =: 0.00 lb✓ Shear = 5.1_.18 �b� b Refer to Apex Homes System Ridge to Ridge: Calculations Manual for Compressive 102.36 Member Sizes Tensile ;0.00 Ib Shear 51.58 Ib Flip Rafter Connections: FI/n Rafter to Outer Module Ton Chord Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 0.131x2 112"Nails the top chord and rafter. Design Value: 53 pounds Duration Factor: 1.15 Tensile Check: Toe Nail Factor: 0.83 26ga, Strap Capacity. 645 pounds Fastener Allowable: 50.5885 22ga. Strap Capacity: 970 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.131x2 1/2"Nails Plate to Plate Design Value: 48 pounds Shear Check: Duration Factor: 1.15 Design Value: 53 pounds Fastener Allowable: 55.2 Duration Factor: 1.15 Fasteners Required: Toe Nail Factor: 0.83 Strap to Chord: 0 nails Fastener Allowable: 50.5885 Note: Nails required each Fasteners Required: side of the top chord/rafter Plate to Plate: 2 nails I truss bay joint Min.Spacing=10D=1.25" Ridge Connection Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap from Fastener: 0.131x2 112"Nails rafter to rafter. Design Value: 53 pounds Duration Factor: 1.15 Tensile Check: End Nail Factor 0.67 26ga.Strap Capacity: 645 pounds Fastener Allowable: 40.8365 22ga.Strap Capacity: 970 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.131x2 1/2"Nails Plate to Plate Design Value: 48 pounds Shear Check: Duration Factor: 1.15 Fastener: 0.131x2 112"Nails Fastener Allowable: 55.2 Design Value: 53 pounds Fasteners Required: Duration Factor: 1.15 Strap to Chord: 0 nails Toe Nail Factor: 0.83 Note: Nails required each Fastener Allowable: 50.5885 end of the strap Fasteners Required: Plate to Plate: 2 nails/truss bay 14046 REVconnections3.xis Flip Rafters Your Vision.Made Real. Client:;Apex I'lomes �`" �� Architects Engineers Surveyors Job Number:_6334091= (151_-= C,An employee owned company Date: 10/112.007" I �'"• Designer: SBJ PO box 487Mr,-MI I n,PA 17701 Checker: _ (} TF1+;gin�Rva Frrc;Tn1 1 FncF R�:M'{RRfL'3 aex 57n Z7 i EIGnq ow Flip Rafter to Outer Module Top Chord Alternate Connection#1: Model Number Fasteners To Flip Rafter To Top Chord Allowable Uplift Load (pounds) Simpson LSTA15 (4)10dx1 1/2 (4)10dxl 1/2 665 Simpson LSTA18 (5)10dx1 1/2 (5)10dx1 1/2 830 Simpson LSTA21 (6)10dx1 1/2 (6)10dx1 1/2 1000 Simpson LSTA24 (7)10dx1 1/2 (7)10dx1 112 1165 Simpson LSTA30 (9)10dx1 1/2 (9)10dx1 1/2 1235 Use Simpson LSTA15. Ridge Connection Alternate Connection#1: Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) Simpson LSTA15 (4)10dx1 1/2 (4)10dxl 1/2 665 Simpson LSTA18 (5)10dx1 1/2 (5)10dx1 1/2 830 Simpson LSTA21 (6)10dx1 1/2 (6)10dx1 1/2 1000 Simpson LSTA24 (7)10dx1 1/2 (7)10dx1 1/2 1165 Simpson LSTA30 (9)10dx1 1/2 (9)10dx1 1/2 1235 Use Simpson LSTA15. GALVANIZED STEEL STRAP W/O 0915'.1 1/Z' GALV STEEL STRAP NAILS EACH END W/D113.Z 1/2' D 131.3 1/4'NAILS NAILS EACH END 7/16'SHEATHING D 131.3'NAILS (PLATE TO PLATE) D 131.3 1/4'NAILS D 131.3'NAILS TOED (TDP CHORD TO PLATE) NDff FOLLOW NDS GUIDELINES FOR FOg NAIL SPACING AND EDGE FOLLOW NDN GUIDELINES FOR AND ED DISTANCES NAIL SPACING AND EDGE DISTANCES 14046 REVconnections3.xls Flip Rafters Your Vision.Made Real. Client:Apex Homes Architects Engineers Surveyors Job Number: 6314-0_11-151= ';-, An employee owned comoany Date: 1011/2007- Designer: 01112007Designer: SBJ- - - ') PO.Box 487Williamsport,PA 17701 Checker: 'C EA- . TEL570 323 6605 TOLL FREE 877.323.6603 FAx 570 323 9902 Larson Design Group 27.5,`Home_ 45 p'sf Ground Snow,120 mph Wind Ti?Pitch _ - , Wind Case Flip Rafter Connection Design: Length ,27.671,in,,/ STAAD Members 8 and 9 Connection Forces Rafter to Outer Module Truss: Compressive -199.25 Ib Tensile 1.01.02-lb Shear 92.71 Ib Refer to Apex Homes System Ridge to Ridge: Calculations Manual for Compressive 157.42 Ib Member Sizes Tensile 109.27 Ib Shear 79.32 Ib Flip Rafter Connections: Flip Rafter to Outer Module Top Chord Rafter/Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 0.131x2 1/2"Nails the top chord and rafter. Design Value: 53 pounds Duration Factor: 1.6 Tensile Check: Toe Nail Factor: 0.83 26ga. Strap Capacity: 645 pounds Fastener Allowable: 70.384 22ga. Strap Capacity. 970 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.131x2 1/2"Nails Plate to Plate Design Value: 48 pounds Shear Check: Duration Factor: 1.6 Design Value: 53 pounds Fastener Allowable: 76.8 Duration Factor: 1.6 Fasteners Required: Toe Nail Factor: 0.83 Strap to Chord: 2 nails Fastener Allowable: 70.384 Note: Nails required each Fasteners Required: side of the top chord/rafter Plate to Plate: 2 nails I truss bay joint.Min. Spacing=10D=1.25" Ridge Connection Rafter/Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap from Fastener: 0.131x2 112"Nails rafter to rafter. Design Value: 53 pounds Duration Factor: 1.6 Tensile Check: End Nail Factor 0.67 26ga. Strap Capacity. 645 pounds Fastener Allowable: 56.816 22ga.Strap Capacity: 970 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.131x2 112"Nails Plate to Plate Design Value: 48 pounds Shear Check: Duration Factor: 1.6 Fastener: 0.131x2 112"Nails Fastener Allowable: 76.8 Design Value: 53 pounds Fasteners Required: Duration Factor: 1.6 Strap to Chord: 2 nails Toe Nail Factor: 0.83 Note: Nails required each Fastener Allowable: 70.384 end of the strap Fasteners Required: Plate to Plate: 2 nails I truss bay 14046 REVconnections3.xls Flip Rafters(Wind) L Your Vision.Made Real Client:Apex Homes -I 9 Y Architects En ineers Surve ors JObNumber.�83�14=011-151-An employee owned company Date: 10/1/2007 Designer:SBJ PO Box 487 Williamsport,PA 17701 A TPI Checker: IlroGi2,_-_�.IQ�a,.4,:0`-•1 570 ga7q F,fi(1R-MI I FRFs= 77 IM PSM PAY 57n QQn5-'iJ'.: _. Flip Rafter to Outer Module Top Chord Alternate Connection#1: Model Number Fasteners To Flip Rafter To Top Chord Allowable Uplift Load (pounds) Simpson LSTA15 (4) 10dxl 1/2 (4)10dxl 1/2 665 Simpson LSTA18 (5)10dxl 1/2 (5)10dxl 1/2 830 Simpson LSTA21 (6)10dxl 1/2 (6)10dxl 1/2 1000 Simpson LSTA24 (7)10dxl 1/2 (7)10dxl 1/2 1165 Simpson LSTA30 (9)10dxl 1/2 (9)10dxl 1/2 1235 Use Simpson LSTA15. Ridge Connection Alternate Connection#1: Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) Simpson LSTA15 (4)10dxl 1/2 (4)10dxl 1/2 665 Simpson LSTA18 (5)10dxl 1/2 (5)10dx1 1/2 830 Simpson LSTA21 (6)10dxl 1/2 (6)10dxl 1/2 1000 Simpson LSTA24 (7)10dx1 1/2 (7)10dxl 1/2 1165 Simpson LSTA30 (9) 10dxl 1/2 (9)10dx1 1/2 1235 Use Simpson LSTA15. GALVANIZED STEEL STRAP W/D 0915'.1 1/Z' CAL V STEEL STRAP NAILS EACH END W/D113.21/2' D 131.3 1/4'NAILS NAILS EACH END 7/16'SHEATHING 0 131.3'NAILS (PLATE TO PIATE) 0131.3 1/4'NAILS D 131.3'NAILS TOED (TOP CHORD TO PLATE) FOIE FOLLOW NDS GAFOLLOW FOR NAIL SPACING AND EDGE FOLLOW NOS GUIDELINES FOR DISTANCES NAIL SPACING AND EDGE DISTANCES 14046 REVconnections3.xls Flip Rafters(Wind) Your Vision.Node Real Client:Apex Homes* ' Architects Engineers Surveyors Job Number: .t An employee awned tympany Date: 10/1%2007' Designer: SBJ--- PO Box 487 Wfilamsport,PA 17701 Checker:`1�LiL- TEL570 323 6603 Tou.FREE 877.323.6603 FAX 570 323.9902 W Lar_ Desr� Group -- - r --- -- 27;5 Home. - '_ = 45 psf Ground S'riow,120;mph Wind. 7:12 Pitch- Kneewall Design: STAAD Members 13 and 14 Kneewall Height: 58.5 inches✓ Max Compression: 320.57 lb Max Tension: :282_._17 Ib Refer to Apex Homes System Connection Forces Calculations Manual for Chord to Kneewall(Comp.) 320.57 Ib Member Sizes Chord to Kneewall(Ten.) 282.17 Ib Kneewall Connections: Note: Any connection provided by the truss manufacturer takes precedence over the connections described below.Eg.If the kneewall is fastened to the truss top chord with a hinge plate designed or specified by the truss manufacturer no further strapping is required. Top or Bottom Chord to Kneewall Kneewall to Plate Note: Axial Tensile forces will be resisted by the attachment of a steel strap to the kneewall stud and plate. Tensile Check: 26ga. Strap Capacity: 637 pounds 22ga. Strap Capacity.• 958 pounds 20ga. Strap Capacity: 1171 pounds 18ga. Strap Capacity: 1524 pounds Use 26 ga. Strap Fastener: 0.146"x 1 1/2"Nails(10d x 1 112") Design Value: 54.2 pounds Duration Factor: 1.15 Penetration: 1.48 inches Penetration Factor: 0.83 Fastener Allowable: 52.02 Fasteners Required: Strap to Chord: 6 nails Note: Nails required each end of steel strap 14046 REVconnections3 As Kneewalls Your Vision.Made Roo] Client: Apex Homes Architects Engineers Surveyors Job Number: 6314=011=351 An employee mvned company Date:,10/1/2007 Designer: SBJ P6.Box 487 YJ111am,poK,PA 17701 Checker: TGi F7n a�R RFinA Tnl 1 FTlFF RT7 Z�Z RFl14 FBX 57n 97A r14n� -- Alternate Kneewall Connections: Alternate Connection#1: Note: Do VQt use the Plate to Chord or Kneewall to Plate connections described above in conjunction with the Simpson strap connections listed here. Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) Simpson H2 (5)8dx1 1/2 (5)8dx1 1/2 230 Simpson H2.5A (5)8dx1 1/2 (5)8dx1 1/2 365 Simpson LTS12 (6)10dx1 1/2 (6)10dx1 1/2 620 Simpson MTS12 (7)10dx1 1/2 (7)10dx1 1/2 730 Simpson HTS16 (8)10dx1 1/2 (8)10dx1 1/3 865 Use Simpson H2.5A. - Alternate Connection#2: 2x Blocking to Rafter Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 16dx31/2"Nails the blocking and kneewall. Design Value: 120 pounds Duration Factor: 1.15 Tensile Check: Penetration Factor: 0.77 26ga. Strap Capacity: 664 pounds Fastener Allowable: 106.48 22ga.Strap Capacity: 998 pounds Fasteners Required: 20ga.Strap Capacity. 1171 pounds Blocking to Rafter: 4 nails 18ga.Strap Capacity: 1524 pounds Use 26 ga.Strap Nail: 0.148"x 1 112"(10d x 1 112") Design Value: 54.2 pounds Duration Factor: 1.6 Penetration: 1.48 inches Penetration Factor: 0.83 Fastener Allowable: 72.37 Fasteners Required: Strap to Chord: 4 nails Note: Nails required each end of steel strap KNEEV:-L_TO TOP"BOT'O11 KNEF'd'AIL TO TOP/BOTTOM KNEPWAIL TO TOP/B- OM CHORD CONI&C.!ON CI-ORD COVVEC"IOM CHORD CONNEC'10.4 (ALTERVATE"+) (ALTERNATE R2) 14046 REVconnections3.xls Kneewalls - Your Vision.Made Real Client:•Apex Homes_ a Architects Engineers Surveyors Job Number:_6314011=151 An employee owned company Date: id/1/26o7 " Designer: SBJ PC Box 487 Wilbamsport,PA 17701 Checker.fbt E 7et.570.323 6603 Tota FREE 877 323.6603 FAX 570 323 9902 Larson Design Grasp 27.5'Home =_ ,_-, - - -- ,45 psf Ground Sn6w4-120 mph Wind 7:12 Pitch - Wind Case Kneewall Design: STAAD Members 13 and 14 Kneewall Height: : _: 58.5-inches Max Compression: 219.36 Ib" Max Tension: 237.09 IbL/ Refer to Apex Homes System Connection Forces Calculations Manual for Chord to Kneewall(Comp.) 219.36 Ib Member Sizes Chord to Kneewall(Ten.) 237.09 Ib Kneewall Connections: Note: Any connection provided by the truss manufacturer takes precedence over the connections described below.Eg.If the kneewall is fastened to the truss top chord with a hinge plate designed or specified by the truss manufacturer no further strapping is required. Too or Bottom Chord to Kneewall Kneewall to Plate Note: Axial Tensile forces will be resisted by the attachment of a steel strap to the kneewall stud and plate. Tensile Check: 26ga. Strap Capacity: 637 pounds 22ga.Strap Capacity., 958 pounds 20ga. Strap Capacity: 1171 pounds 18ga. Strap Capacity., 1524 pounds Use 26 ga.Strap Fastener: 0.148"x 1 1/2"Nails(10d x 1 1/2") Design Value: 54.2 pounds Duration Factor: 1.6 Penetration: 1.48 inches Penetration Factor: 0.83 Fastener Allowable: 72.37 Fasteners Required: Strap to Chord: 4 nails Note: Nails required each end of steel strap 14046 REVconnections3.xls Kneewalls(Wind) t` , `°.` Your Vision.Made Real Client: Apex HorheS dapp`' Y- Architects Engineers Surveyors Job Number: 6314-01'1-151 An employee owned company Date: 10/1/2007 Designer: SBJ_-s= PO.Box 497 Williamsport,PA 17701 Checker:,U ;0 TFI F70 49R ARM Tni I FRFF R77.11PI RFft4 FAY ci7n R9a QQn9 Alternate Kneewall Connections: V Alternate Connection#1: _ Note: Do D_Qt use the Plate to Chord or Kneewall to Plate connections described above in conjunction with the Simpson strap connections listed here. Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) Simpson H2 (5)8dx1 112 (5)8dxl 1/2 230 Simpson H2.5A (5)8dx1 1/2 (5)8dx1 1/2 365 Simpson LTS12 (6)10dxl 1/2 (6)10dx1 112 620 Simpson MTS12 (7)10dxl 1/2 (7)10dxl 1/2 730 Simpson HTS16 (8)10dxl 1/2 (8)10dxl 1/3 865 Use Simpson H2.5A. Alternate Connection#2: 2x Blocking to Rafter Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 16dx3 112"Nails the blocking and kneewall. Design Value: 120 pounds Duration Factor: 1.15 Tensile Check: Penetration Factor: 0.77 26ga. Strap Capacity: 664 pounds Fastener Allowable: 106.48 22ga. Strap Capacity: 998 pounds Fasteners Required: 20ga. Strap Capacity: 1171 pounds Blocking to Rafter: 3 nails 18ga. Strap Capacity: 1524 pounds Use 26 ga.Strap Nail: 0.148"x 1 112"(10d x 1 1/2") Design Value: 54.2 pounds Duration Factor: 1.6 Penetration: 1.48 inches Penetration Factor: 0.83 Fastener Allowable: 72.37 Fasteners Required: Strap to Chord: 4 nails Note: Nails required each end of steel strap i mw ens KNEEWALL"TO T0P/BCTTCM, K14EEWALL TO TOP/B'.T-OIL KNFPVLL TO TOP;B,,TOIA CHORD CONNc.TON CHORD C:,NN_FCmON CHORD CONVECTION (ALTFRNATEE 91) (AI TERNA-E ,+,2) i f 14046 REVconnections3.xls Kneewalls(Wind) Your Vision.Made Real. Client:;Apex-Homes! � 1 _ Q`� Architects Engineers Surveyors Job Number 6314-011-151; - � V J An employee owned Company Date:'10/1/2007 - Designer:,SBJ PC.Box 487 Williamsport,PA 17701Checker: _,�� t TEL570.323 6603 TOLL FREE 877 323.6603 FAX 570.323 9902 ; L' -�_('� Lersan_Des�gnGra,.ip _ 27.5'Home. -;,,, - _ _ -_ -45'psf Ground Snow,120 niph Wind 7:12 Pitch Collar Tie Design: STAAD Member 15 Collar Tie Length: 85.00_inches Max Compression: ;;''841.85 Ib ,/ Max Tension: __ -0 Ib Refer to Apex Homes System Calculations Manual for Connection Forces Member Sizes Top Chord to Collar Tie: 841.85 Ib Knee Wall To Collar Tie: 841.85 Ib Collar Tie Connection: Fastener: 0.131x21/2"Nails Fastener Allowable: 53 pounds(single shear connection) Duration Factor: 1.15 - Fasteners Required: Top Chord to Collar Tie: 14 nails Knee Wall To Collar Tie*: 14 nails (each side) If applicable Reduce Truss Spacing or Use Alternate Fastener Alternate Fastener: 16d x 31/2'Common Nails Fastener Allowable: 122 pounds(single shear connection) Duration Factor: 1.15 Fasteners Rea iu red: Top Chord to Collar Tie: 7 nails Knee Wall To Collar Tie*: 7 nails (each side) *if applicable Alternate Fastener: 30d x 41/2'Common Nails Fastener Allowable: 322 pounds(double shear connection) Duration Factor: 1.15 Fasteners Required: Knee Wall To Collar Tie ONLY*: 3 nails *if applicable L- 0131 .3"NAILS 0131 x 3�NAILS NOTE NOTE. FOLLOW NDS GUIDELINES FOR FOLLOW NDS GUIDELINES FOR NAIL SPACING AND EDGE NAIL SPACING AND EDGE DISTANCES MAX 10 NAILS FOR DISTANCES MAX 7 NAILS FOR 2.6 TO 2.6 CONNECTION 2.6 TO 2.4 CONNECTION 14046 REVconnections3.xls Collar Ties Your Vision.Mode Real. Client: Apex Homes Architects Engineers Surveyors Job Number:,6314-011-151 x An employee owned companyDate: 1011%2007 � + Designer: SBJ PO.70X3267 603,ro LFR E 17701 Checker:(but- G? X16 7EL570.323 6603 Tou.FREE 877 323.6603 FAX 570.323 9902 -[-- I.awn Design Group _-- -- 27.5'Home _ - 45 psf_Ground,Snow,120 mph Wind 7:'12 Pitch = Wind Case Collar Tie Design: STAAD Member 15 Collar Tie Length: 85.00 inches Max Compression: 1231.52-lb's Max Tension: 479.58 Ib f Refer to Apex Homes System Calculations Manual for Connection Forces Member Sizes Top Chord to Collar Tie: 1231.52 Ib Knee Wall To Collar Tie: 1231.52 Ib Collar Tie Connection: Fastener: 0.131x2 112"Nails Fastener Allowable: 53 pounds(single shear connection) Duration Factor: - 1.6 Fasteners Required: Top Chord to Collar Tie: 15 nails Knee Wall To Collar Tie*: 15 nails (each side) *if applicable Reduce Truss Spacing or Use Alternate Fastener Alternate Fastener: 16d x 3 112"Common Nails Fastener Allowable: 122 pounds(single shear connection) Duration Factor: 1.6 Fasteners Required: Top Chord to Collar Tie: 7 nails Knee Wall To Collar Tie*: 7 nails (each side) *if applicable Alternate Fastener: 30d x 41/2"Common Nails Fastener Allowable: 322 pounds(double shear connection) Duration Factor: 1.6 Fasteners Required: Knee Wall To Collar Tie ONLY*: 3 nails *if applicable L ' I 0131 x 3'1 NAILS 0131 x 3"NAILS FOLLOW OW NDS GUIDELINES FOR FO OW NDS GUIDELINES FOR NAIL SPACING AND EDGE NAIL SPACING AND EDGE DISTANCES MAX 10 NAILS FOR DISTANCES MAX 7 NAILS FOR 2x6 TO 2x6 CONNECTION 2x6 TO 2x4 CONNECTION G f . I , 1 I 14046 REVconnections3.xis Collar Ties(Wind) - _ t ,a ' a i p �6 U J p fl T=T a Q O � a o 0 C35 a E2 u Sr ' L AJ Vr,USP ' CONNECT 6' - mewrA Coiled strapping enables cut-to-length convenience Optional mile for a variety of immediate job site needs. (wood shrinkage may occur and cause etrap CMST - 3" wide strapping features diamond nail 10 buckle outward) holes to provide nailing options and reduce wood ` ' splitting. sh End ' CMSTC — Length `'._' 3" wide strapping 4 �� •' Aping is designed for high load conditions.Engineered to reduce wood splitting. est 1.112" RS-11/4'wide strapping "`' a•� �/4" `` �y packaged in cartons ;e' • ,�" containing 25-foot or longer coils. ,�-.••zt�' -', -. ..�- �?-:��-.. ;,��'`•�,,r;�`',�'" ��;_ -• -�� Clear a �m} B Materials: See chart Span yy,r S - _ :tyr>w' �e Cut Finish: G90 galvanizing I :,�$�'••� Ln h +a v O ` Options: RS150 is available in Triple Zinc.To � 1 •�� ,�:' - t";�: order,add 7Zto stock number,as in RS150-TZ. a� za d• ',. .•t. ',.,a W Codes: SBCCI,BOCA-NER 530,NER 564,IL & NER 608, FL817, FL821, FL822, s . '� : - 'Min.Le nth I a L.A. City RR 25337 & RR 25357, N DSA PA-076 Installation: 'j /;S c`� • 'la Use all specified fasteners. See Product Notes, 3" .� page 16. int 1 � • For safety, always wear•gloves when handling or cutting coiled strapping. , �'® • CMST installations: Install to a minimum 2 ply 2x Typical RS tyg, fya: !� edge.-Increase nail spacing cify Ifwood begins to split. Yp F r ,�„^�•. �? • Designer may spealternate nailing schedules.Refer ¢� . rim joist installationCMST similar - -� 'rr•. to Nail Specification table on page 20 for nail shear values.Load values shall not exceed published allowable '"' loads. µ a , DF-Ll SP yy 1' i �({]p ttt L .>....z' 111ov1able?et`• 63e'9� ..K,. �'a`,, j,Kw iY_:�,-..uS7. :i(/.�.�i'"� •,.,r:Q��::b:'•�TJJ�`J.,.i•.N`~`.�' .:"•^,2•t� .. "� 1 e.yr, " :;t.: -%o,r'af :.,.o`F Vs; ,rn_•, ti; 3” t t ?lzy,•,:,Yri +; ;_s` ,.'_�°•`� <• Rim Joist lnsfa8afion Fastener 7Riig;lgisl Sta��ion =''" gnsidrtfl� -'k' s. �•o :.+.;:••w, i - '% ti`i31`��,' °C` •!.iY1SP,•i)'%=z•'x:� g,etr.w,! n�vw.Ra."`,x"�`yyT!a_,yl'..:`; %S?d't Schedue ..�.42w'^P.�;•2End ;• i -c•-,e�.vYbGa-•"q't}�.�s •a, r Cut Length Lem 1tigCfY• 't�{fn xi .8fE4.•`-, r:n�� ,:s:?b.�Gµ:;;933,Ya),'- ,��%% k�� CMSTC16 CMSTC16 16 54, Clear Span+46" 23 Clear Span+58- 29' 1-112 H g i�'• ;I (60)104 (/4)104 4975 4975 x, " '� ClearSpan+9p- -b5-•• Clear Span+112- 56' 3' ;tit't= a e' Gear .Span+Ss'. yq- . '(64)16d Clear span+72- 36" (86)16d 1.3ra CMST74 CMST14 14 52•i12 Gear Span+130- 65- (%411Ud' ClearSpan+l6y 82' 31/2 6630 X30 .• "�) wc Claw-Span+256- 128" - Gear Span+32fi• 163• (94)104 7. {� ClearSpan+74' - 3r-, _`{82)16d Clear Span+gp q5' (102)16d 1-314- CMSTC16 CMST12 CMST12 12 40' Clear Span+168'; 'Bq-' Clear span+2667 103" 3-11T9320 9320 Gear Spar)+332- -t� _ (96)104 Span+410- 20S (I")I'd T j,• 6- (121104,,.: Gear Span+•12'. Clea%�1f?2Y.3A r; R5�00.:.`.;,>>C5t2;i;:�a•o;�•�' :i�Dyr' >'•,K9� ru• ,.,: _:a:; .•. :. Clear +i2 rs47 Bit.. :EleatS[faiif't6�'`Kill '> Xi8l8iT% 7�frx ;°_::moi ><: V11/2u ■ Wit;} ClearSpan-+12- _ 6 1404- •(fie ( .)1 -+'r:,.Sn;�.: �,:.r•: ., ;�,,,x�.,;=��.ti, Clear Spantl4- •T' :N6)ed .CJPar�r#a;-g8,:;4s w�;.•�S�x(2013d:<=<i1r7�':,-,109''.•t:; 10�' Clea 9", ((1282))81D4rsP�+16 8. GearSpan+18" d' 3G1e-ar S.SDRaa-InL'eYr;•�782,',i`•:'.e;°.SJt°:'lG�cSi:. d i .`t=1(1(s2:c: _ - »:.r.,`'• ,)a: .?-� '.'.L�, �RSa�'��^�C3�1,85.��:;f. ;•r�;�� GearSpan+16' B'- (18)104= ,•1CPeac,'Spail;�slg`7x.;/;;�:+-...ti( )- 4`1�1CY.?'-^�sk�`' .ee, ;ad_ �U�''ri�>�.�` i•;•9:`;}s<•: >?Y<9 eti`. =+{ 3 u;{'`•h GearSpart+18' 9' (22)84 ;C)eatSP?n,+ s:s3 'z`*` 26 GearSpan+lr •9" 122 a0d' < _ + TRS'�bq' _,��'t;��p•„.r i�'r�araS7en?;7�'=�':?.•y�:S �(28),1tld^':^1sl' '°:••'.; ._:,.., -.�e,s ••�:''�''� f5;r ;y; Gear Span+22” 11- {2618d• >, ,:1785'-;,R'1795?; 13/4"c yCrearS�sag426" e;'13 c ( 'Ba":''.1=112;; it-.ct- T)r ei� rSa RS22-R` CS22-R 22 25, Gear'5pan+12 6 (12)tOd Claar Span+14- 7° (16)104 1-12 � k4s'°��nµ��19' Gear Span 4112T 6 (14)84- GearSpan+16 r• (1a)8d 1-112 95 fi{�� ' go RS20-R CS20•R 20 25 ClearSpan+12 6 (1a)10d Gear Span+16 8' (18)1Dd 1-112 �,yb!.' IS i Gear Span+14• 7 (16)sit ClearSpan+18- 9" (20)84 1-12 iD9S 1095 LI._aPt r�=•jsri•• Clear Span+16 8- - (18 103 clears + RS18 R C518it 18 2S pan 1r• 9' (22)104 i-112a f Q'tr Gear Span+18 9 (Z2)rd gearSpan+22 11' (26)Bd 1412- 1430 14311 J,if F � ClearSp8n+18" 9- (22)104 Gears +24 12' 'LA RS76•R CS16-R 16 25 (28)10d 1-12-9- 2) Cleer Span+22 11" {26)8d Clear Span+26 13• (32)Bd 1-tt2 1795 1795 31n,5,1)Allowable loads havebeenincreased33-1f3%or6o%forwindorseisrmcioads;nofinerbxreaseshallbepermitted fffnimum quantity of fasteners to be installed with equal fasteners at each end of the connection Product may have addrtonal nail holes rot needed to meet published allowable bad of product, ' 3)16d sinker nags may be substituted for 1Dd naffs with no load reduction. 4)Mil nati embedment shall be 1.0616r 8d nails,mTfor 10d nal%and 1-ST for 16d nalls. J f Now products or updated product information are designated in red CMST 1-800-328-5934•www USPconnectors.com FEE J USP1019-061 Aa VMW P3 14 M 4 1- CUSP USP II� ECTO Bolt Sob Req lj�. 3.112 ,alt -110 V*,E • DF-L I SP ® .' i. Y sill-plate MWmom Length of Boll In Vertical Member 3.112. • -13 ' Allowable An6or, nd Division j�ji ii -S!&k Mancia 13311. 1 F6D '133% ISD% 113Y. 161% 133% 161)% TD2 7 2-318 5-314 2-374 1.1)2 1(2)518 1 (1)5/8 4-112 1680 12020 2950 3545 2950 3535 2940 3525 4725 0058 M5 HD5 7 2-718 6-3/8 31/2 2-1/8 1(2)3/4 1 (1)314 5-1/4 2000 12400 3810 41B0 4180 4180 4170 4180 2565 0.089 1 TD6 HD6 3 3 INVO 3-1/4 1.3/4 1(3)3/4 (1)1 5-1/4 :3185 3W 5755 6720 6525 13720 6530 6720 ---- 0062 T07 HD7 3 3-1)2 11.3/4 3-314 2-1/8 _(!a (1)1-118 6-1/8 3585 430D WM 7600 7600 7600 7600 7W6 63M 0048 TD9 HD9 3 3-112 16-112 4-114 2-1/8 (3)l 7 3955 4745 7435 8920 869D 10425 IDW 10485, 8435 0067 M12 -- 3 3-1,12 20--11-2 4-1/4 2-1/8 (4)1 (1)1-118 7 4625 5550 9295 11150 IOM 13195 1 M16 HD15 _L3260 ISM ID680 0.099 IS 3 3-Ir2 25 4-3/8 2-1/8 (5)1 (1)14M 7 5030 6040 10735 12889 12870115440 17285 20745 117DO 0.092 4"' 7MO 1 0485 ISM 207145 AVV&q 1576.1890 2510 3015 125101 3DIO 25M 000 $-,W1,NM4�-1-112.42)N 3000 1243 ;,8090 ;S-317j8' '4730 3920 •4705 1718 1910 12295 3735 4480 13946 1'4730 7—:tI18 2310 12770 4425 5310 151601 6195 5635 6765,1' 2495 '�-214` �2)710 4 C387 -1-9140 82.9 142 , A-3/4: 6478"4'�, 3225 3870 6W 7780 17615 K0, 3 18-118�]'�,-314,1 is X@ 5860 75. 9905 3� 3895 4675' W �, 985B�10MB60 105! 046, 5W 72F 11 1501109M 113195 14435 147,00 W5 9085 10900 10745 12&•5 14400 747110 -5083' 5-d: Z 1)Allowable loads shown are for single shear connections and may be doubled for back-to-back installations The designer must verify post and anchor bolt capacibes. 2)Allowable loads have been Increased 33-1/3%or 60%lbrwind or seismic loads:no further Increase shall be permitted 3)The designer must specify stud or post to resist published load values. 4)The designer must specify anchor bolt type,length,and embedment 5)All models may be installed with greater than the required anchor end distance With no Chad load red=t0n. 6)Deflections are derived from static,monotonic load tests of devices connected to DF-L wood members and consider both the deflection of the holdown and cross ram crushing of the wood post 7)The designer shall consider the effect of compression,bearing,tension,and combined banding due to device eccentricitywhen applkiable. 8)Division 91 loads may be required in City of Los Angeles area only. t, r, 9)Division 91 loads par City of Los Angeles PBC 21)(12-071,revised 11-01-02. 10)Holdown raised off of the sill plate may have higher deflection values 11)TDX5 may be installed to a 518-anchor boh with no reduction in load,provided a standard washer is used under the nut. HOLDOWNS — UPHDE3 Engineered for high capacity with minimum deflection and low eccentricity. H Materials: 10 gauge Finish: USP primer CL Codes: SBCCI,BOCA—NER 564, FL817, LA.City RR 25434 Installation: W Typical UPHD8 -Use all specified fasteners.See Product Notes,page 16. installation -Place holdown over anchor bolt and drive screws into post. *Tighten anchor bolt nuts finger tight snug to base,plus 1/3 to 1/2 additional turns with a wrench.To preventh loosening of the anchor nut during critical loading,use a looking night or tighten a second nut over the first to lock nuts in place. •Holdown may be installed off of the plate with no load reduction. •Post may be shimmed provided the shim acts as a single unit with the post. Holdown fasteners specified shall not be considered to attach shim to post. Shim shall be a structural material equal or better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim. Alternate Installations: •Drill hole in concrete or masonry and insert retrofit anchor(i.e.epoxy anchor)capable of resisting uplift and lateral loading. • Place holdown over anchor bolt and drive screws into post. •Tighten anchor bolt nuts fingdr tight snug to base,plus 2-3 additional turns with a wrench.To prevent loosening of the anchor nut during critical loading,use a looking nut or tighten a second nut over the first to lock nuts in place. a Post may be shimmed provided the shim acts as a single unit with the post. Holdown fasteners specified shall not be considered to attach shim to post. Shim shall be a structural material equal or better than the post material. Consult a designer or an engineer of record for appropriate fastening of shim. a-. #@oA#16 Loidi .1's-) z DF-L I SP USP" totci "tet Wo cd A.h. Uplift -1;111 �s 133% _J 'be, UPHDB 10 31/4 1 17-1/4 1 3 1 0.033 1)Allowable loads are based on the 1997 NDS0. 2)Allowable loads have been Increased 331/3%or 60%for wind and seismic loads,no further increase shall be permitted 3)The designer must spedly anchor boh type,length,and embedment 4)Deflections are derived from static,monotonic bad tests of devices connected to DF-L wood members With specified fasteners WTYpical UPHD8 5)The designer shall consider the effect of compression,bearing,tension,and combined bending due to device eccentricity when applicable concrete 6)The UPHD may be elevated off the all[. 7)WS3 wood screws are 1/4'x 3-and are included wflh UPHD models. wall installation 8)Minimum post thickness Is 3'Consult USP for installations less than 3' 1-800-328-5934-WWW.USPCDnnectors.com uspi 019.061 A-3 PEW "k t I ► j e • ' ti `'1L;,4%� 1v1 $' T "S. .^.E - ,• ed�C�llU�bS'?` K• . ,h^1•\\~� :2!•`„2-?2�L>�C `S:J.i�- �vra V ii.. "�.' � ,•��'',i" 4;� `7.Z+��•,c7c.:i��cy ?ivt,'' '� 8c�"t'�� •;��: �'=�:y-�s<�k�;;;;�;�;ifau�iT��rri5edd��'�'choz3-psFdnafron•eCo,�iadinG;'Bea s��»�.�- c.•�;;=_ � ��.E-y-fiera:Croads;��.��'��Fes' rY,�'�•,�'?c;-C .. _ ..•:. ... -.,... :.s>.-,•- _ - .-��.a....� awe.tia•:a"..�-.:.�_`N^.��^ -` �..yc:,,� ,•.;R�4t,xi3 a � .a,.. .t.-,..„L'ra: -•z'*F�::'S•�,'�z'•'.£- J M "l; .:�,=.�;. <`�,- may= :��•�,n=�,;=•..{+!,:�"`>�r �^'k 4cvs v_•$;'"�"^3•,w:" -v� �a�3• aA '+ 3 .x>+�u�it!Ir 3'`�mow: t£ a* •3'DFh1C�� < 1s` ? c �.. yn'�°�-sx. ;MQ�e�. `�cv` '�_t:Z.�'.`•^,� .•��'.3.� r' v�,�: ->'�°'�a�2b,:�%a:<�^.zLab`�'':.e.�'r.�.;5^..-c..,...._ v.�G;o:.x�r�z?:'rsu•3.'•v.•:.,.�: ,.v?Sxrn.Mie,.,- �`�• iCt)tlet�,,:, > QtiV'w r....�r5,x •x.:..-•'- .r�4 x :r�k" -_^��:.'n�: ��,a� ,t..,.r,Y,,,C'w:<.ti, -.>:'s �-w,:+.�.,, .:. :a:�'"-'n':� y+y.-n'"• L`�M� JR • ,�.� q•:�a��lY�b=�+iie-"i`�ss •� o_r,?��n�P.ine,�ku �]"�o;: ei'i ss„�N ��o-'�3 n'SP�ne• _u x.�� P,�.� � �:•""�le�` Y =,=`';,�4o`�S'` .. ..a.,. _s. .�..•. -. ., �''�%a�:,.ym_.�!ll...'L�_.,...�.�:...Ct .p,�,$ti-..�.1•--_:ee,..Kc'eS1:Z�:aw_ 'S', xn.-..,r-a^�,��s _ 7`i >��>,�;. l'FC, ,. x• k� ' �>- _ ;�..,.-.. v,.. '� �s,. •civ'•. -yf .av---C2CC, v.+.v-�- �,�;:c..'>Sn',,�,r•S,^` ��.;�;$�,�.,�)asteiii:�se>.�*;Ioad� r�f%�eneFs�, � oad;�%�• �?:-- S -'" �� "� ''� �:-.�� y __ _ _� 4�i' ._ ,Fasten '�.;.-,.'�`.'�',•aad-=� te''els�s "= �oa�`� �"•� •v.�,. �- x: META 12-10dx11h 1985 14-16d 1900 10-10dx11h 1985 14-16d 1900 1040 1000 128 r' HETA 12-10dx11h 2035 14-16d 2500 10-10dxl1h 2035 12-16d 2500 1055 1305 121,128 d , `. 1.For concrete be beam applications for 2 or 3 ply trusses, increase the META load 35%and the HETA load 8%. 2.Divide total number of fasteners equally between both straps 3 Minimum fe Is 2,500 psi. 'o . 4 See instruction to the Designer page 15 for loads in ' '• multiple directions_ 5.Lateral loads are based on a minimum Installation of 12 nails -._ F2 - and the strap wrapped over the heel 6.Loads include a 33%or 601%load duration increase on the fasteners for seismic or wind loading,but do not include a ' 33%stress increase on the steel capacity.Refer to page 13 for further explanation. "- ;�.c :�-x Py t,•, w 7.NAILS:169=0.162°dia.x 3W long, y 1Ddx11h=0.148"dia.xllh'long. - . -.� •_, •a�;,� 't '`' t��;;,..,.,'.. See page 16-17 for other nail sizes and information. , 7ttk"'m,.;i'" _;1r.•:� - >f 6•,.r• ,,_"-- Typical META Typical Installation Installed with TSS with two METASMSTf _ - 1 M/MSTC'M straps Ties •::' MSTAM and MSTCM models are designed 11/44, for r for wood to masonry applications. I "•s", The MSTC series has countersunk nail slots 1h" =::•: for a lower nailing profile.Coined edges ensure safer handling. - o M1 FINISH.Galvanized. I Tical 2"TYp 3 'Some products are available in stainless I MSTAM36 steel or Z-MAX;see Corrosion-Resistance, page 6-7. Installation :INSTALLATION: _ •Use all specked fasteners. ;'t _ o - See General Notes. . r<•�;n-i =`-Y.'Y;,..;•"_. in -`L.��Citi_,�'. ,.- _ •Attach to grouted concrete block. CODES:See page 12 for Code Listing Key Chart 311 Masonry Application Available with additional corrosion prnfacLan.Check withfactory. r ry —=-�-cF:-, .:,h.;;8^ ,�;`�•+�:.w;c:�.•,---c:.-;v;:«_';�;,a�z;:;:c^•=E�„�o:,..-r��•,�:.x..�<<��.�-¢llb' �1ea�o-�jo�ds;;:�^�^. —x... "0{mepstnitj��E�steiiers�ofaj ,, ^A„ tts u � -1:+K`"g-_- i:N7i�tidel� 1.,j ve. :tc�'•y, ., r Ya '1,c:za47 hsr,;;==, St? �' �Dda• e�' '01/4 3eiw�y.�•n�.wn.•-�l.•...r-��'e.'Zi>w„i'taa`w�K.N�i1n �Y Sa_h J.+ 4�•. i�;:Y=='': fa w tc.'%St�21tS}M iY2rCMDti4 ' Qpc�et"a )a j60�'ii:tom• �� _ = MSTAM24 18 1%a 24 9-10d 5-1/4x2l/4 Titen 5-/4x1 V'4 Titen 1465 1500 1270 1500 128 ` MSTAM36 16 1'/a 36 13-1Dd 8-'/4x21/4Tden 8-1/40%Titen 1870 1870 1870 1870 =_- MSTCM40 16 3 401/4 126-16d sinkers 14-1/4x21/4Titen 14-1/act-/4Tden 4250 4250 3745 4250 151 — �`-::�`2• Loads include a 33%or 60%load duration increase on the fasteners for earthquake or wind loading,but DD NOT include a £ �- 33%stress increase on the steel capacity.Refer to page 13 for further explanation. „kms r 2 Minimum edge distance 11h°using Titen screws. 4 3.NAILS-15d Sinker=0.148'dia.x 31/4"long,10d=0.148"dia.x 3'long. _ -Y; See page 16-17 for other nail sizes and information. - �;,:;.=-v,- 11/2, •" r` floor-to-Floor Clear Span Table >� ::�.:s,:_ % ?r.s'` A11ot1ral'e3ensjoii_Loads;' 1/2" - cone ,. _ ko': pan_- `. . ;:�,.,;=s: -.,:;;,;,,.;; .e-:,ha...;•c�. .��:,,;. ,�PF11tF' �sw`€: `: `% ,.,•2:.�" :Cdn`crefie d3 -a6q3 { 3)'•:(960): _ 'x MSTAM36 16or18 8-10d `J -4-1/4x21/4Tden 4-1/4xla.'471'Iten 1335 11600 1150 11380 128 .z ST 40.' 16or`1&,:'14-16d•Sinkers• 10-Y4 ,c1D-'/4x13%4Tften €7330 ;3 2015• 2420 151 MSTAM36 MSTCM40 1•NAILS-16d Sinker=0.145'dia.x 31/4 long,10d=0.148"dia.x 3'long. - See page 16-17 for other nail sizes and information. 151 L{ . MI ♦ C. i • ,usP Co=W MP6F MP4F Emboored plate liner, Embossed plate line > '" P MP4F=3" Ifir - guides placemeMP6F nt w d =3314" may" � •• ,fir•`.. 4 mg- MP4F ', $ f s �"`- MP4F=1" Sheathing MP(o =13/4" j N ' N Typical MP—F installation MFLF L m ' A a ® �'c`:^'!f„$f�.�[?; :};,:�K., :.s• ,,.y.�:^cx ��14.`+:s. K:S:. vas>��s'ra;A:dyh -- ,_•c. �,r,.yy,'„v�.;•.,..<,..,...`:.>�,., .;�`t,..ty 'j:I..�.i'��< "�S` •'�, ?:•}-cM1 '• ��gf�rleri$C�17tB `:lC• v. F+�y._ a_t�a•^w )�:'D2 rcr 4};r�^„C, _ k .`.. v. :- _ .dc•.a`:.c 'wZ�4� :4?+>•C'+•,-`.�,£:�t•.+ � -• ,y� 'S:,• �c §•f,j"'`-'S''� M;'�) " ,.� `'��^- ;; •e'•:a. ;i::: - •.' ..^>.._.rr.- PSx,..ni'' •av'�i7&{.� 7�'�c�',cxl. nz...:{ rtFs`'�'yi: 2-•#�::�R�y�aw'n,'�'tMY`A•'(`.y,:,yc, ;?/ff:iSp�f�x;2:-'.,L':1K ,..:- -N��`'i^Y.e+,.r?i•z. i .zt: ;fir x]c,.< ti:a., ^:£� �+"t z•., :::. ` DFA I htsSP c?n iei4:.;t 1Fti�x:$e;rt , gv.,i .ey.r USP- :�< ' .: `S)eel;,:�nsfallad.R�"j1•;s;,�0 e►"-r '76151n ree�C s � �!;;vfi.; ;ti+R%^%�">'' "ti:�^,'„ v;yc• '•,, , :c^. �;r=::wn;4.�•^,u,(._>�.rj�r^..,.G•w9,. �lr�,�sRx,• r�'•::1i4,.< ��aT.Src�%4S.?rcat.' 16090 1WA, 125% 133°k, 160%•`,.7DD90;�15�,i'I 590 ?• ✓o` '7 F1 670 665 680 680 680 490 565 585 585 585 Figure 1 (6)Bd x 1.12 (6)8d x 1-112 F2 §70 655' 715 760 795 490 565 615 655 685 ` F3 .505 505 505 .5D5 505 435 435 435 435 435 Al 285 330 355 380 415 245 2B5 310 3311 360 MPA1 A35 18 Figure 2 (6)8d x 1-12 (3)Bd x 1-12 B7 285 330 350 350 350 245 285 30D 300 300 Iti C1 285 330 355 355 355 245 1 285 305 1 305 1 305 A2 505 •50 505 505 5D5 435 435 435 1 435 435 Figure 3 (6)Bd x 1-12 (6)Bd x 1-12 B2 280' 280 280 280, 280-1 240 240 240 240 240 C2 -375 .375 375 375 375 320 320 320 320 320 MPA1 1-Foambcard Installation A35 18 Fgure4 (6)8d x 1.12 (2)8d x 142 F1 190• 220 235 235 235- 165 190 .200 200 200 - V 570 655 660 660 660 490 565 570 570 570 \ MPAV -- 18 Figure 5 (6)8d x 1-12 (6)Bd x 1-12 1-11 570 655 655' 655• 655 490 565 565 565 565 1, H2 475- 475 475. 475'-:-476- 410 410 410• 410 410 i F1 380 435, •475 '505_: 525- 330 .375 410 435 455 MP34 A34 18 Figure 6 (4)Bd x 1-12 (4)Bd x 1-12 F2 :380 435'-475' •505 ',16`10' 330 375 410 435 525 F3 ''340-„340• 340' 340• :340':_, 29D 290 290 290 29D e`1.y eWi. -<,�.'dht: AC-" e;•..,R - 'e•i :'..Xm•iCt :..' \.. __ Y :e` ��';� ��')•Y•`,S-t."'S'- �- 4'i1.r`f-` -L dz�1.rt'�"`��s, �.;e;V�:,;;,,.565 ,650 ,705- 75D ,885c r485•e:'sa6.fi' 7ST1tiP �:• nt,.s ^'r';�' n:5 �3pit''` 8a 44f `6 �rll�if3 > `'=� "`''' ' `""'.•`- !s;r ""`' 565 660 705 750- 845_ "yi" 3^•, .'.n �,-j�---i�iS�: 0 `'S<tiY •,/.•M1v'+l:�drir�i-il:'! .a.tbC F:3`.,'CJi:; •_•G _CY 7,r_,r6.>.9a1"q.(�Y 565 650 .705 750 885: a5y� 'S��>fjx..fiY>��",'2� .,>-•.�'S r.."''::, e�',r.`- :],3'✓L,C,•kai�K im5<:'. i\"•��i?:>'a.>s•:!y?lz:. �� >y r., s :�3?;?=s�.z:l?`,.:t«, x,7•�}-i, ter,.c<<g: 4 =�>..,_:2: :ss'�uto�:k;;�`NaA"�.' ?% .ks,';3, r +�• v:,sy�•<', �>"• 565 650 705 720 720 -.`485Y;�60�a fV1P4F . . •.:n ?'."�•,L ,,}fe' _ �»=:k:>/.'�.tsrr..y^e�.w. �,h 5�,•: .c.0+�':::.:St _ -w>,. '. ;,;: TPS•t:. .: ,' ':-;<.�->>f.^t«.v ,>_.:as�:. er- .Vr. ._ 7D5. 750 B85"' \ ios3sR:1j ?ou; w^tit 565 650 -,.,. '3`*io`•c�'.'+.sijc-r.'•;2 Y„•.'.ti:vi, :..`:{X, fi:+'S: a, ,.n- r K`..ra.rS:k>,' ::ii :' -.»-..'%�"�C•_r"•'�•�: 565 650 705 750 845•,``485v>'�6B?=P%0?+ > 565 650 -705.,75D 885 •- 6b,3 :Sifi50:•3746 -;4tYP6Ys�r'Gs�{r�{ sr /�nt8d ;z y ti :"c,.'n.` :', i-',-r,>}^`^:tb- ::yr'.`'�.` F,<•,�r,•„•. ;rv{ V•f;+,.';,,'t"+t:t:•i1=;;,r •at;+•,s.:4xa.,'r.'E 'r':':,%; r.Sxta[ -565 650 705• 72D• .720x•A$5;:.s3(iQ�: JSP V�NECfOALRS 1 I� Uplrft ` Embossed 51/2" F1 gussets improve - lateral load ", F2 resistance IrE 7 Typical HGA10 installation HGA10 y ''�zJf`,'%3;'-'-."•f-`ja`;r{,.<';E:=�-�.^� .i'r;3'�" a8�8I1Cf�SC�19d,.�>,g' 4:":t�•., .3�.`-:nfiio`k a�t's�'�+- s?Vri�`:¢e•6-=�1�Obd�C.'0760 IjS;',},�yy ,fix:rG"•'�,`i'�.�rz;"e'�-�v��°d`3:.�c:..��i��s5'av:p` ,� '`"-,•�..4h•'f Y...w:`� '',-,.`.?n•'. �twrvvwrti..r:,1�.;,`a.:'a:-� a=e;.e�`(1:.y.A�+w'n':'i'.'MM:. .,,,.JkyG1R:Li;:.^.w:aav, •.. Sl �^t�n"y `f' ••i 5 r" .}w:':i�, d idj`rtk n. •r`'N m tF 7:r its w j? pro .: `3 s. z"'YS jt•i''`'48'z Dr-L I sP ter•: c X54 z - s nes:gY>.s strt u>�w w � C: >A c� �L,'.... tic': rr••.• �••,� bv�?'3`+..t�-"-2':C�Z.,=i•s�i��- �.. S. k->"ii:k •W� ,+_.. mai. �t f _-�a:•.�:.S.�i4::��Y'�� `~;` SPZw,. ?A' �"t�X:` "ti;- '?;fit., �•ti":.�a :,'��n✓2fY� •i,a+.,_Y,<. c ? 3 F1 U rdf F2 F3• P U�;t'.� ,E,'��:,'�F3.w�''�:d!'rff`�;• = rt �� :;7ieLJloabg = ,cP 133°!° 160'6 133%11%2% 1=116M11=1160% X33 s�80°� 33,180 f339oJ HGA10 HGA10 } v14- {4)WS15 (4)WS3 1320 1320 1565 1565 835 835 1285 .1285 1110 1110 1315 13151 700 1 700 1080 11080 HGAM10 HGAMID 14 (4)W$15 (4)3116' 1365 1590 1675 1675 1310 11580 1 895 1 895 1170 1 1335 I U751 16751 925 1 11151 895 1 895 ® 1)Allowable bads are based on Bre 1997 NDS®, ' 2)Allowable loads have been increased 331/3%or 60%for wind or seismic bads;no further increase shall be permitted. i 3)WS15 Wood Screws are 114'x 1-112-long and WS3 Wood Screws are 1/4'x 3'long. 4)Use Powers Fasteners 3116'x 13/4'Wedge-Bolt®(included),or equal.Drill hole In concrete or masonry with 3116'masonry drill. Refer to manufacturer's literature for further information. ANCHORS HCPRS, HHCP2, & RT SERIES These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. - i Materials: See chart Finish: G90 galvanizing - h ^ - Options: HHCP2,RT3,RT4,RT5,RT7,RT7A,RT10,RT15, - RT16, RT16-2, and RT20 are available in Triple ;I Zlnc. To order, add TZ to stock number, as in R710-77- Typical HC520 RT3, RT4, RT5, RT7, RT10, and RT16 aregable brace installation available in Stainless Steel. To order, add SS to wy I'I stock number,as in RT7-SS. I,� Codes: SBCCI, BOCA- NER 505, NER 510, NER 564, ICBG 2039,SBCCI 2031 C,LA.City RR 23888& RR 25303, DSA PA-076, FL565R-1, FL816, Tc :f•' FL817, FL818, FI-85911-1, • FL3923R-1, Dade County,-FL 05-0105,05- RT3, RT7, RT10, _�, -°= •- :` _wn RT15, RT16, RT20 Typical HCPRS Typical HC520 F•� stud to plate installation stud to plate installation 15/6" I 51 51/4 4"-� HCPRS3 HCPRS HC520 continued on next page S 1-800-328-5934•www.USPconnectors.com . USP10113 061 r ' __6 f L 5%, bAr p 1 kC>%�R T. Tq e LAK M Ory �►- E r.5 ,Foss I7A5 i flvrWG Auvo S gy4c-zwG l QN-14046/NY >- o o F- w J 0 Q N O LISP n52oo e 32".1.4s" w C4 n � a nIK PLUMBING VENT THRU ROOF ALLOW, I.a b = Iygo Lsg (__1 _ VENT STACK VET THRU ROOF W II7 N CONNECTION TO BE aLr) p COMPLETE➢IN FIELD BY BLDR/CONTRACTOR 00 N w n 1 WATER TIG Rlr W C 00 WATER TIGHT— I ti j �p4 U STACK TO EXTEND Z C 12' I MK BEL RppF NOTES H U U CT] O LINE BE WATER NO REDUCERS ALLOWED y w V TIGHT THRU A DN STIDE or ROOT U ACK WITHIN 12' OF IIT RSy 0 U m l a DEL 2.4 I2'OYPSIBI BOARD 30 YR F- TOP PLRC ATE AHNECTl1RAL G 2x6 -BS E.RODY FELT z W F. W r,G5� ��^M9620t, Lr H /1W DID HGTIUNGR� S Q Z^ E5N 3a a 48 MAINTAIN 2' CJ Q Z () C Cod �/q- .,/(J rye,QL� 2x1 STUD pIRROV -�.~Z v t1 1 C A ALLOW. ��tl_ l �g \ BAFFLE INSULATION Z Z C3 O CI 2x6 BOTTmI PLA TC INSULATION FIBERGLASS H DRIP EOGC LLI 2} U N jGjToe Aso !1K O.Cr 19/32'OSB SUB FLOOR 2..BOTTIDI PLATE VAPpR BMRI R E.6 SUB FFASCIA ACIA F a J J Toe fT C ALUMIMII ACIA I'\�L 1 2x10 SPf B2 AT 16' C. DBL 2x6 W LETT If ]/I6'OS PERFORATED VINYL SOFFIT V U(n S a C LE T ^ � 2.10 JOISTS AT 16'ac. --- --------------------- ------ OP PLATES SHEATHING (TYPICAL ALL CAVE OVERHpNG3) Q p 2x6 SPF R2 AT 16'v[ -- �O Nf1TL5 /I [%T SIDING W rl (/J Z Ell y rEO.� DBL 2x4 WITH-. 1/F A/A VINTL Z O E N J 2.10 PWIMCTERS TOP FLATE PLYWOD➢FILLER •�1 O a IP) R-19 FIBERGLASS 2x6 STUDS E fKOWr El-n R EIS.R 1 •� O KINSULATION WITH b B ♦ JJd11 a .{ 2x6 JOISTS AT 16•o.c. VAPOR BARRIER 111 R iRo T 5P M • Sa ttpsaN A1►13 " ST6 U05 PLI F t 11 V2'GYPSUM BOARD W W T/T S P C ST I DBL 2x6 TOP PLATE N 2.1 STUD !_ LL%T I O SHEATHING 11T •C/ a U 3 U E A ` l U �} /1 2x616.OSB ALL a.p=}D LgS q 7-FL.(_pW I..OF>" ^43a0Lgs. /ALLOW. D&vz IS70L9$. BOTTpM PLATTE+ 2xA BOTTOM PLATE 19/32'OSB w O SUB fL000. oublE STubrq:,D CL.EFr F n 2x10 MISTS AT 16'vc I /� ID m BY APEX 2x10 SPF 02 A7 16•o c � \ N 10'CONCPEiE MASpNRT UNITS BT BUILDER t�� To�,u,� S`( rO.0 O OR PWRED CONCRETE WALlS B F 1 `LO t12 COARSE) 66B66yyyyyFIBERGALER FRC 13CARILI SCALER J L'1 Z PARGING COVERE ANC. PRESSURE CV W W J M .Z. y O WITH BITUMINOUS 3 12•DIA PIPE COLIBN BOLTS TREATED p nI V J C! R' Q Q U COAT BELOW ORAD BASEMCHT FOUNDATION WALL FOR BASEMENT FOUNDATION EF SILL PLATE FPC NT F W a OL z '� �- _ � I2' ON SITE BY DTHERS SEE YOU n[TPILS HIN SITE BY OTHERS) o �+. C x U A C%PANSI BASEMENT STAIRS ARE DESICNED BASED ON O A",, a O F/] CL W J 3 K p .•PERFORATED AT HINT 12 CUARSE BASEMENT WALL WITH ROOK T5 W W C3 K AROUND FOOTING POIAED @00 FOOTINGS AS SHOWN.it SHALL PER NITER MIN A'POINEO BC THE RESPONSIBILITY or THE BUILDEii Left,F •..r l�S r T V IN A'2B CONE:CIE SLAB TO INYORM AP C%HOHES OF THIS APPLICATION C LL,�1 STONE 8ED IS OElUI ED TRUTH Auoyv L� q �Q74SLgg �� H.H.6 ER POLI VAPOR BARRIER OVER 1'2H R'POlIREO CONCRETE FLOOR ' 1 \ STONE BCD 1 KNGHOIG I3oL `I o. F nIK 2-1.-caHnNuwS Q T SrL,►� 1��Q � 1��` CONCRETE FOOTING CONCRETE DUAL G PROS NOTE.ALL ENN SITE DUCT WORK CHIMNEYS.AND EXHAUST DUCTS PROVIDED 6 ALL FOOTINGS SHALL HEM SEE HDIVsFOR DUAL FOUAND L TNN INSTALLED ON RITC TIN SS SPECIFIED A TH AN UNALL BBC0.VIRGIN PLANS FOR SIZE AND LOCATIONS ALL VAPOR BARRIERS INSTALLED @1 WINTER VARH SIDE `Til TM CARTE OW SCALL BE INSTALLED IC BELOW LOCAL FROST LINE R DESIGN BEMINfCAPACITY � LEFT � 4-g r&wr OF SOIL 200D PSf L:F-4u {J��R iX• 11 y Q REFER 10 SUnnART PAGES fOR NOLDOOWNS MD STRAPPING USP TnXf`I (ASf MST Iy Gsr cMSTcIto l�sP T►0X5 wO N�` AL.Low L6Pn= V,50 L135, AL.Low Lofty=4175w, ALL-0w. Loao ter, Ac-Low. Lon'o p Uou t S n RE �® L� STu� .0 �� EAST END CONSTRUCTION SERVICES/TED PRAHLOW QN-14046/NY 2fR 3 7/16' N 0 6-A S rK*e Wrn-i 2x4 r l oZ� 6.131 N Q-X L$ c'j}4 3 MI6• e• VERTICAL �c GRAIN m POTS-To- f L- � (2x8) o Y-3' 7 1/4' 1/2' PLYWOOD GUSSET 10' OVERHANG BLOCK �} 8`r'oF #co 2x6 SPF #2 COLLAR TIES ¢ 7'-1 1/16' 2 (7) I n d x 3 1 " N�*-I o 1: - 7 IIi16. �8. I6. 3 N ti (�i) b.14&m 1-' 1JasLg CIO EA(,N''C44 o x x N E'-D' 4'-0' 4'-D' 2x12 SYP #2 CEILING JOISTS 10' 2-2x12 SPF #2 CENTER BEAM m SEE FLOOR PLAN FOR OTHER SIZES AND SPECIES 13'-8 1/2' 11 13'-8 1/2' 27'-6' x SEE SITE ERECTI❑N HAND BOOK FOR FASTENING ALL MATERIALS ARE SPF #2 OR BETTER UNLESS OTHERWISE NOTED THEPEAfOF 2855 CUSTOM 2—STORY SEE ACTUAL FLOOR PLAN FOR SPECIFIC GIRDERS AND FLOOR J❑IST PEt1F�cTloN 27'-6" WIDE 7/12 PITCH OAJ j �1 Y DRAWN BYE DATES SCALES LAYER. FILE ND, NAME 9-28-07 1/a'=1'-0' SH1/FPI A14046RA QN-14046/NY z CD QCD 3 0 -' z ED F__ yQ IC4Q cv o a_ z o I Q N f2)1 l/2'.I6'LVLLi 0 EL ru U W Lo ------------- I • NOTE co Q I (GASKET OR WEATHERSTRIPPING IS TO BE \ z ;l ALL EXT LOAD BEARING HDR-S,WITH SPAN OF 4'-5'OR m I INSTALLED UPON COMPLETION OF THE I / II LESS WILL BE (3) 2x6 SPF C2 ALL OTHERS WILL SET-UP OF THE HOME AT CEILING �/ W BE WILL ALL REQUIRED JACK STUDS 1 ACCESS PANELS AND/ OR PULL DOWN I V oc) I SHOWN ARE 2x6 SPF a2 1 STAIRS ON SITE BY OTHERS ---k ( SECT 4,PG 29 ) L__--_______ KNOTE T❑ BUILDERi --T---------J I (PLEASE PROVIDE EXACT SIZE I FOR FRAME OUT FOR ELEVATOR ALL MBE 4) 2x WITH SPAN OF OTHERS OR LESS z.lD FUR JOIsr J q WILL HE (4) 2x6 SPF N2 ALL OTHERS WILL z BE SPECIFIED MARRIAGE WALL OPENING p ti Z O C SECT 4,PG 100) AT BEDROOM al I - 17,_6. . 55•_0' 3'-D' �` 39'-8' 44'-0' T4•ACF � 4 E@ESS sL-A 4=. �Tv w"'�•au,=t+ O IO F�(GLAZED �c.11-10 O' O U q (\ 11'-]0 1/2' � M IX IZ3= ru I ---•II-- -19' LANDING I �9 1 /s � �— 1y ." .rmr¢.-----------------1 L{ WJLD_ _J IW rs C�LL.�C'f OIC + (� U 3/ I(1)60 VATT IMFRDSTED LIGNTBIILB•B90 LIMINSI DRAIN 1890 LOMJ38}8S SD R.2.94 I PPN SNIPLOOSE ,�.. RAILING Do �'e O� O z LLI :D OZ4 p!N LE F_Dm__PE_R_m__R-------J O n WALK-IN 1 LAUNDRY m GNSITE ,�pNT FLDDii FDP R Z W •--' (� i BEDROOM Bl \ CLOSET ❑ nim" lU ON-SITE CLEVATRt - -r ¢ r 303.05 SO FT, 2•VENT FROM m BAL NY U 2424 LIGHT REO'D Is<s,Tmr '� (SEE �E�41(. 1 FOCI coeur 6(__rOR5) z 0 i 12.12 VENT REO'D Ra SD v4•.B2 1/z• - - Z W 2619 LIGHT PROV'D m 2542 VENT PROV'D LIN 3'-D' 6'-1 1/2 5'- 1/2'" ADD'L LIGHT PROV'D 3' 1/ ' S'-3' Iu Z Z U O C4, 2Yy SPF ST(AD &P VE I © © > N 2l'-7 1/2'3•RADON VEM LJJ ,-D 1L7 1/2• C--------�-- a I' W O g J q 0 :. (2)2.4 sPr sruD cR ❑i TSTA' - �� HALL 91 O = EDcu - MODEL 4 36STFG i26 1/2'.54 1/2'RAi P o = Q' �n n 4 1/2 33'-9' (D i� Q O L.L_ •. v/a 2D•x46•MEAarx W LJJ a Q � � w -u - OMIT 2'-B'SECT =-' n FIG L VALL GYP ❑I ❑I ❑1 ED P� " - 71/2 -3 • ~ 0 O N - ------ - -O ❑ J � In W O BATH pl KE QS S�Gt�?b I NE P&nM I -C OkA ❑ IZ/] u MLIN j O ID `•' BEDROOM R3 Q }, - m y 18025 SO FT, JLFIN� BEDROOM a2 NNLA+ .p �A/fA1442 LIGHT REO'D 17971 SQ FT FT e-1`(�S.5 T�.'{"C ` P OF �� T�� "'ry(,L,iu721 VENT REO'➢ 14.38 LIGHT REO'DBATH a2 i 2132 LIGHT PROV'D a tt'- 7.19 VENT REO'DiW 1204 VENT PROV'D 3198 LIGHT PROV'D M _ Q (.J 3 CJ � m 1'-11 7/8'O IB D6 VENT PROV'D 4o i .. ❑ O m N Q RE�4060F - S S RE 4921-\' I N Or, O O ELO CLO - V8➢4 O .. 3. 2 1/2�-� 4 0 1/2'� 14-0' P 3'-5 '-6' 13-11 1/2' q � � cu \ ..:�^ -f".hZ�-d'L^'n'a:4T,alts- .."oi"ST VYtd3Nk+ iL:1A © sd[D GR[SS(D OEZREn MDR, m 22 SF az 47-6 6-8 1/4' (SEGOPZ E f IZ•DL fRAMiNG J J Q ¢ FOR WM—I W .�. W W J .Z. � n H TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGMENT INTEGRITY BY MARVIN WINDOW SCHEDULE Q w a � < L� L� _ u F WINDOW LABEL ROUGH OPENING MODEL NUMBER DESCRIPTION O_ > > LL W 1 THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED W W FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS. 1 30 1/2' x 36 1/4' IDH3036 DOUBLE HUNG O' � Q_ OL APPLICATION NO M1168-02-074,MANUFACTURER'S NO M116B, 2 OY IZ' WHICH HAS NOT BEEN MODIFIED IN ANY MANNER 34 1/2'x52 1/4' ITDH3452 DOUBLE HUNG 4 34 1/2'x64 1/4' ITDH3464 UH HUN 2 THE ENERGY PORTION OF FMC PLAN HAS BEEN PREPARED USING EHAPTER 5 4 68'x64 1/4' ITDH3464-2 DOUBLE HUNG _ � l /~'' L�� ,�p ,r� 1 1 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) 26 24 1/2x24 1/2' 2/0 OCTAGON r' I rl G�i fT,�B.y�L l� AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE - N x = �6\, \af LocA-rfo 1�i� C M STft 51-Ci V I TES] MARVIN INTEGRITY WIND❑WS 6. 11. 2. 7/12 STORAGE RAFTER @ 16" D.C. 7, 12, e 3, CLG BEAM @ BEDROOM #1 TO BE (4) 1 1/2"x16° ML (SEC, 4, PG, 100) 8. 13. 9. 14, 10. 15. A7 UN-14046/NY I z CD CD O F- w iLR L 0.G. N SI,� ICEILING Q ((�V ED --------------------------------------- ALL EXT. LOAD BEARING HOR'S WITH SPAN OF 3-7' OR NEW YORK CODES LESS WILL BE C3>2x6 SPF q2 ALL OTHERS VILL 1 2002 RESIDENTIAL CODE OF NEV YORK STATE 1 BE SPECIFIED ALL REQUIRED JACK STUDS E] L- 1 1999 NATIONAL ELECTRICAL CODE 1 SHOWN ARE 2x6 SPF q2 I 1 ENERGY CONS A ERVATION CONSTRUCTION CODE OF NYS-2002 EDITION± N o Q (SECT 5, PG 29) i W CL -- ALL MBE HDR'S 4ITH SPAN OF OTHERS OR LESS u, �/ IY, W 1'----""'--- 9 WILL BE(4)2x6 SPF 92 ALL OTHERS WILL \ U 1 USE HIGH VIN- PACKAGE 1 BE SPECIFIED - y �.A•-4•-----.-.---J ( SECT.5, PG I00 ) 30•L 45•NIGH WALL I��O ' I r ®R-l]INSULATI@l INSTALLED IN BASEMENT STAIR VALLT � ❑❑�� LJJ1 I^ I L_r'I13 INSULATDIN INLTALLEp TN UNOERSIOE nF STAIRS U LI J H `--_-----�_-��-��.- JOIST KITCHEN VINDIV DETAIL co / MARRIAGE VALL OPENING OOMxNOTE.THERE IS 11-FROM V/ AT AND DINKITCHEING RpDN/RHALL Rd TO RL.L 1 1/2•BETWEEN V �I ______________62_0'_-_ A TRIM Tp LOCATC A S)61F F______________________________________________ W Q _________________________________________________________r CJ (4 I7 .--i I • 1 55'-0'x5'-6' i PORCH ROOF OVERHANG ----- I f>SNOFE TO DUILDERIA I U PLEASE PROVIDE EXACT SIZE 3-:;G. j 55'-D' ��' I O ~Z U C a- FOR FRAME OUT FOR ELEVATORV O INo16-9' O p -------------------� ; q z :t��61:1"" •P:�c'+^.�"+�=i 6.: F-rv`+'.+4T•�3� ti�f:A'n.:-it $'�^. 4'M'�?£:.ls. tti•+w=:�:'S=` tia: .'-G "I�sL :\';uiR^F X+,•nrrd'aic. ,O Z u W I N 4Q H v LANDING • c @ISjITE In 1/2' S'-8 X2' i+ i' Br o I m( ^ I 1 MARTBI;eREPLACE OTHERS C o LLQ GTo m I R. 1 i66 X41-:ARTN . N Q S/L 6'-4 /4' Ir (� F I MUD ROOM o �•�- 1 vi p� D I-L6�ui Levet z z Q BR NOOK ST I 1 LIGHT AND VENT WAS I LIVING ROOM O O F A.¢ ICI FDR L- iu f I 0 Q (� Z I r-------------7 L- I (J� CALCULATED USING BOTH ,� 1�1 NG v H.NOOK AND LIVING ROOM BATH q3 Dn-sDI[E�LEVATBW - N I ~ cU OURODMIT L-------------'J rc� "o CLO o ,e�4s� �� Co�6dC=GTo�5 -� '-' j I m I 37325 S0.FT "" I+ ❑H I Q Z 1 2986 LIGHT REO'D SE-EM1 8' S' 4' '- I FOYER o I 34.26 LIGHT PRO LtaES EI Ej __________J =i LL.� z (, I 1548 VENT PROV'D A 15'-4 1/2' I O q q 0 N 3)2x4 svF:Tun IwaDE Low F� Q, 2 u'�s 1 D• 1 6 � f— R c- —� � � N I HALL / i n �_ U = 0 11'-9' 2x4 SPF STUD GRADE I3)2.1 SPF STUD GRADE ZD 9' 4_0_-_ 7'-8 1/2' 4'-6' 9' __S--O�__ 9• 4-6- - O L L J a Q D � N y n 45•NIGH WALL i iU JO'HIGH WALL 3V HIGH VALL I =' Z J E (a) QaSP HOLf�VVIN D'Xl� w rH C�) IS _J o C4 DuuD OMIT HALL \ 3•DRAIN L n ��/) 170�5 AIA9 CJ �( 7�p II Irl to DED 0 Lo F 2-3/4'SIIPP I,y p V I rte, i " I _ _ 6 5 FRAM 2w srcRr b W O V 1n� Z j a 4'-6' 4'-0'P 4'-6 1/2' 3,_3 ¢ I 1`� (p� 1 m 1 >9 m N " \ DINING ROOM O i V t'Fw Fe Ea CI"� COEU�fEGTO 1 1 + OF_I• '"O 20600 S0 FT OFFICE N •jI I FROG ND 1 1 O _ B4B ru 1648 LIGHT REO'D 1 LC �l�Op9� r LOO�. 1,pFW O O 1 F 1 I+i" +� 'D 20600 SO FT W W 1 1 � � O 834 VENT REO'D 1648 LIGHT REO'D I `G I 1 `vo 1 iu --- - r1 22 B4 LIGHT PROV'D 824 VENT REO'D oo I U U iu 1032 VENT PROV'D sF�®b-� ,� {7 3 w ; Lo mbs ' KITCHEN 1 PAN 1548 LIGHT PROV'D O nu N I L-oo-e 1548 VENT PROV'D c� I BEP-34 E, W J I• eW)Fasnxq iy2. 3'DRAIN L DIDd - 1 AT�n9 Cr WALL. o ^ o on �,�'x ♦ 4-SUP B36 803-2a�(J )�,! B2r B2) FROM 2n4 S F \ \ ,n` f� I �•-1 •--� ^ •--� I aA v1 v]D4z v2uz L W3p24 1 vz)4z vzT42 '`� 5'-6' 16'-0' 16'-D' I I"l Ll.� U�.�' (.O F�0 5� / (, Pj \ \ \ c az I 0 07 • xba.2:,=«�, :5'..,'^'fin z �.asyarw_. a.;-. a+•- l rs�r .zs�.. �•a3aca%.-rur' 'rc.'_.`_ ' a_a,z•,�-3ec0� �� 30'-0' S vGixTlD SPr iz 41_1 55'-0' 7''0• f f J -j 0 Z z o V w Ld z ti ICS J K Q_ Q L� L� Q U 'TO THE BEST DF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGMENT INTEGRITY BY MARVIN WINDOW SCHEDULE ti Lj EL 0- c=J A I THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED WINDOW LABEL ROUGH OPENING MODEL NUMBER DESCRIPTION a > > W LLI W W O Q' FROM A SYSTEM SET OF FNH PLANS PREVIOUSLY APPROVED BY DOS, IZ' Ee Cl- d APPLICATION NO H116B-02-074,MANUFACTURER'S NO M1168, 1 30 1/2' x 36 1/4' IDH3036 DOUBLE HUNG �. r �A�ry pL CC WHICH HAS NOT BEEN lmDIFIED 1N ANY MANNER 5 34 1/2' x 6B 1/4' IDH3468C DOUBLE HUNG H t.bT Ol�s•YLL L o �..'�� I 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 5 6B' x 6B 1/4' IDH3468C-2 DOUBLE HUNG OF NEV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) 19 30 1/2'x15 1/4' IRT30-]V DOUBLE HUNG O AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE O X r Rb - b W pd L b LAr i. IN Au- Lac w 0g k � �l� ZSITES: AlA BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY SIZED 5. CLG BEAM @ DINING ROOM/HALL TO BE (4) 1 1/2x18" ML (SEC, 5, PG. 100) 10, HEATING SYSTEM TO COVER A 127,000 BTU LOSS 6. CLO BEAM @ KITCHEN/B• N❑❑K TO BE (4) 1 1/2x18° ML (SEC, 5, PG. 100) 11. 2. HEAT LOSS WAS CALCULATED USING R-19 FLOOR INSULATI❑N 7, 12, 3. MARVIN INTEGRITY WINDOWS-DP 50 RATED 8. 13. k 91-0° CLO HEIGHT 9. 14, AID QN-14046/NY 3 CD 0 as p i— Q y Q 4 CU ' � Z � � p w Q a a L) z D � � w in p L) L w o c \ / I 62'-D' 0 ` I ---------------------------------------- v co I TV(s se'-D• i V C q L, X-C' I p w P:l I I I ~S � I F— n I I I e (4) 2xID SYP #2 FLOOR GIRDER a (, I ® 4'-11'0 C. MAX. TOTAL LDAD ONLY (SECT O5, PG 175)B `� I I W W IED m I I I N I U n I I —I •--� Z v I I n } ED E w 1I I w Q zU CL N z Z, O > Q J `q O TIDY 4'-I' 4-1' 4-1' 3-7' 3-7' 4-0' 4-0' 4-0' 4--1' 4'-3' 4'-3' 4'-3' 4'-3' _ F I I i N o o f o l o t ^o o f o^ o^ o ^o^ o o I LL (/ i' j w a Ca W I i ! i ! ! ! j i i I i I ! i ! I J C o pq f LI 7,D80 LL 8,780 LL 8,780 LL 8,245 LL 7,705 LL 8.155 LL 8,600 LL 8,60D LL 8,690 LL 8,960 LL 9.140 LL 9.140 LL 9,140 LL I I� I Y 7 I O 0 " N I -r®�6� I 8,890 TL 1L025 TL 11,025 T 10,350 TL 9,675 TL 10,240 TL 10,800 TL 10,800 TL ]0,915 TL 1L25D TL 1(,475 TL 14475 TL 11,475 TL �9 I I MIN 30'x30' CDNC Id- I I I FOOTER V/3 1/2' I I DIA COLUMN I pp ee I j TDIS I I � I I I I � C] f TPS►`� - _ A � 3u I / � CD I I 1-0y I I I I ^ ^ C I Y`1H I IB'MINIMUM CONCRETE WALLS ___ I \ \ \ C) 1 I._______- I .-. _________________________________________ V _ v .�. .�-, J J L7 z I T�Fj S w w -j z z N o 'TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGMENT F W EL 2 Z 1'` L` 2 � 1 THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVEDa LL W W L) Q' FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, 0 APPLICATION NO M1I66-02-074,MANUFACTURER'S NO W W M1168, Ld VHICH HAS NOT BEEN MODIFIED IN ANY MANNER I 2THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5OF NYORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE7 IS AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ^^ O s� yy� 1 I 1 �, z)FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE W 0%j ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. o qo S . IEE 6. MAX ANCHOR BOLT SPACING: 4'-0" D.C. ADDITI❑N INFORMATION SEE TYPICAL FOUNDATION DRAWING A15,16 OF THIS SET 7, ,/IND❑WS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' D.C. PIER FOOTINGS AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE g, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATI❑N DWG, CONCRETE COMPRESSIVE STRENGTH: 3000 PSI A15/A16 M OR S TYPE MORTAR TO BE USED II I i - I F C I I I Architects Engineers Surveyors An employee owned company HEADQUARTERED AT 1000 Commerce Park Drive a P.0 Box 487 e Williamsport, PA 17703-0487 PHONE 570.323.6603 TOLL FREE 877.323.6603 FAX 570.323.9902 www larsondesigngroup.com be BRANCH OFFICES 1� 24 West Main Street,Suite A 34 Denison Parkway West 22 North Market Street 1 Bloomsburg, PA 17815 Corning, NY 14830 Selinsgrove, PA 17870 PHONE 570 387 6680 PHONE 607.936 7076 PHONE 570 374 5700 -� Larson Design Group FAX 570 387 8050 FAX 607 936 7086 FAX 570 374 5703 - s RANCH BI-LEVEL T-RANCHSPLIT LEVEL (DWG, 3.1) T-SPLIT LEVEL A-1 L-RANCH (DWG. 3,1) (DWG. 3.1) (DWG 31) (DWG 31) Mwa 31) CAPE 31 5 I � I I P TWO STORY TWO FAMILY RANCH TWO FAMILY BI-LEVEL SINGLE STORY/TWO FAMILY (OFFSET) (DWG. 3,2) (DWG 31) (BWG 3.1) TWO STORY/TWO FAMILY (DWG, 3.1) TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY (DWG. 32) cnvG.az) (DWG. 3.2) CAPE w/ SHED DORMER (DWG. 3,2) DRAWING INDEX DESIGN BASIS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, - PG # DESCRIPTION THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE 7 8 Al COVER SHEET TRUSSES: ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A1.1-1.3 ELEVATIONS 16' D.C. - 60 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A1.4-1.5 FLOOR PLANS 10 PSF TOP CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. A1.6-1J ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE LOAD A1.8 FOUNDATION PLAN 7.5 PSF BOTTOM CHORD DEAD LOAD IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE-EDUCATION LAW FOR ANY A2 TYPICAL ELEVATIONS 24' O.C. - 40 PSF TOP CHORD LIVE LOAD PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, A3 TYPICAL ELEVATIONS 6,7 PSF TOP CHORD DEAD LOAD TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR' INTENT. A4 OPTIONAL ELEVATIONS 10 PSF BOTTOM CHORD LIVE LOAD IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER A5 FLOOR PLAN MASTER 5 PSF BOTTOM CHORD DEAD LOAD 3-BOX WIDE RANCH SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED "BY " FOLLOWED BY 3-BOX WIDE TWO STORY AG FLOOR PLAN MASTER RAFTERS+ HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. (DWG. 31) (DWG. 32) A7 FLOOR PLAN MASTER 40/45, 60/65, & 80/85 G.S.L. (WORST CASE) AB TYPICAL BATHROOMS 10 PSF = DEAD LOAD A9 TYPICAL KITCHENS CEILING JOISTS (STORAGE): "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" AID TYPICAL KITCHENS 20 PSF = LIVE LOAD All MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL WEIGHT = DEAD LOAD / TIIE PE-4A- Ok+ Al2 MASTER ELECTRICAL PLAN A13 TYPICAL HEATING AND ELECTRICAL FLOORS (N❑N-SLEEPING AREA): .00o/ zp y PEWFECTION A141 OMITTED 40 PSF = LIVE LOAD A14,2 OMITTED 10 PSF OR ACTUAL WEIGHT = DEAD LOAD A14,3 OMITTED A14,4 OMITTED � ® FLOORS (SLEEPING AREA): ,, l �'�j c. ® A15 TYPICAL FOUNDATIONS 30 PSF = LIVE LOAD ®� A16 TYPICAL FOUNDATIONS 10 PSF OR ACTUAL WEIGHT = DEAD LOAD 247 US HIGHWAY 522 N, AfIDDLEBURG, PA 17842 ®�� ®� ®� � A17 TYPICAL CROSS SECTIONS WIND LOAD: (570) 837-2333 � A18 TYPICAL CROSS SECTIONS AS PER ASCE 7-98 A19-20 OMITTED SEE CALCULATIONS MANUAL APPENDIX 'C' _ f 7ID ir A21 OMITTED ' L A22 OMITTED UPLIFT: � AS PER ASCE 7-98 �✓ A23 OMITTED SEE CALCULATIONS MANUAL APPENDIX 'C' 8, 'E' M a n u f a cf u re rs No. M 1 1 6 8 _ A24 OMITTED ®�� t 0791,19 A25 OMITTED UNBALANCED SNOW FACTOR, A26 ROOF SYSTEMS 15 ALL CASES FIELD INSPECTI❑N NOTE �Q®F��S' A2OMITTED WIND SPEED: THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE AS PER ASCE 7-98 A288 ROOF SYSTEMS SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, OCT 0 9 2007 OCT 0 9 2007 A28,1 OMITTED COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS & UNDER A29 OMITTED 120 MPH AT 3 SECOND GUST FLOORS, HANDRAILS FIELD INSTALLED & ALL WORK DONE ON-SITE A30 OMITTED A31 OMITTED ENGINEER, THIRD PARTY- A32 OMITTED DESIGN CRITERIA GENERAL NOTES NEW YORK STATE A33 OMITTED A34 TYPICAL SECTIONS AND DETAILS CONSSTRUCTION TYPE: CODE CONFORMANCE: A35 TYPICAL SECTIONS AND DETAILS THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX HOMES, INC. THE METHODS A36 OMITTED USE GROUP: OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL, ANY UNAUTHORIZED USE OF THESE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE A361 TYPICAL SECTIONS AND DETAILS DETACHED SINGLE FAMILY DWELLING DRAWINGS WITHOUT THE CONSENT OF APEX HOMES, INC. IS PROHIBITED. OCCUPANCY CLASSIFICATION: APEX HOMES, INC WILL BE CONSIDERED AS A 'SUB-CONTRACTOR' IN ALL BUILDING PROJECTS, THE RESIDENTIAL CODE OF NEW YORK STATE A37 OMITTED SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS DETACHED SINGLE FAMILY DWELLING ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING A38 TYPICAL FLOOR / CEILING FRAMING HOUSE TO BE ERECTED AT: MODULE AND ITS CONSTRUCT[IN. COMPLETE PROJECT BUILDING DESIGN (I.e, SITE, FOUNDATION, DECK, NOTES: A39 WALL SYSTEMS OR PORCHES, ETC ) SHALL BE BY THE 'GENERAL CONTRACTOR' ALL NOTES PERTAINING TO 'IN FIELD', A4D WALL SYSTEMS 1. THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, s❑UTH❑LD, NY - SUFFOLK COUNTY 'ON-SITE', SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL PLANS AND OR 'BY BUILDER' SHALL BE THE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR' 45 LB SNOW Z❑NE THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND A41 OMITTED NOTES SUPERCEDE ANY SUCH REFERENCES CALCULATIONS MANUAL SHOULD BE CONSULTED. Tres P"A'OF P6'RFECTION A42 OMITTED 120 MPH WIND ZONE (3 SEC GUST) ALL 24' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-8', ./dPEX WIND EXPOSURE CATEGORY - C AND ALL 28' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 27'-6'. 2 FACTORY BUILT PORTIONS ONLY Ij0/LfL+',5; INC. A43 OMITTED SEISMIC DESIGN CATEGORY - B AND ALL 32' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6'. 247 US H10TWAY 522 N. MrDDLEDURG, PA 17842 A44 INSULATION VALUES THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOWS 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (570) 837-2333 FAX 837-0290 A45 INSULATION VALUES ASSUMED SOIL SITE CLASS - D STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK, FROM THE SYSTEM AND SUBMITTED TO LOCAL - HOME IS LOCATED IN WIND-BORNE CODE ENFORCEMENT OFFICIAL IN CONNECTION COVER SHEET - IRC A46 TYPICAL PLUMBING SCHEMATICS AND NOTES DEBRIS REGION WITH BUILDING PERMIT APPLICATION SHALL BE A47 WINDOW AND DOOR SCHEDULE STATE REQ'D D.P. RATING REQ'D FOR ACCOMPANIED BY A MECcheck REPORT rl3SL/DR DATE- REV-A46HIGH WIND GLAZED OPENINGS SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) P -18 JAN 0 H 1 QN-14046/NY � z � ® o ~ w THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION ��3S�ia � � �, ," —i > BUILDING SYSTEMS FILED WITH THE STATE REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS {�� Q (U Ld 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION J 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. 0- z LLJ 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL y C] BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, NY, CERTIFICATION FOR MODULARS YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT ?' ti_, TO TITLE II OF THE NATIONAL HOUSING ACT, AND s q LLJ 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN Yt U D� o ON A SITE-BUILT PERMANENT FOUNDATION, $ ff U_ to z c:)i p El � co � SHIPLOOSE OCT 0 9 2007 L` M Li 7 17 u 1-11 AU 2 M (� L_) z LU w 0 a� U a Jaz FIT =0- - LLL]FIM DBY OTHEON-�SCD E = oo z � ° Q oI_ L�i rT W r:) =) 2aa cu NJ tlm Hri o Lo 12 FINISHED FLOOR 12 9[�:L d- 0 3 o f ® A n p, ® ® ® o 0 0 0 I OD ON o J J l7 Z J J ¢ ¢ o W w w J z c� F=rIll w LJ a w z FINISHED FLOOR_ CL Qo W Li FINISHED GRADE FRONT ELEVATI❑N REAR ELEVATION PORCH LAB, R ZLING AN PO S y ~' ON—SITE OTHERS �- Its 'TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGMENT Q 1,THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMN PLANS PREVIOUSLY APPROVED BY DDS, APPLICATION NO MEN MODIFIED MANUFACTURER'S NO Mllfie, j y C� WNICH HAS NOT BEEN MODIFIED IN ANY MANNER N � `Clh1 L rl A R Y FROM E L E V A T I 0 N 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 /[%//n //t) OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) "" � C' ( � / � `'°� d - AM ,1 AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE QN-14046/NY ED ARO o o w � a Z U 'tip q L'J I- �� ® 5 t5% �� (� U N OF LL1 Ln H- U Lo LL_ OCT 09 2007 > Co J a Z � � SOU (.J ~ U Z W W p z� � ¢m U ro qra> o > _ ® E]]EL]]H 2:: Z azo N� 0— IF] LJJ o �Q J 20 ZD UL Q U � o � � m TIH J N Q D W `cu � �� Im - q �k Lo -FINISHED-FLOOR -- 12 a 2 dr 1 3.25 W � 2 0 ~ o > E w U 3 U A ® ® ® ®FM o 0 0 0 Q \ \ N \ J J Z O \ ¢ ¢ of LL Q' ¢ .. z ¢ U CL O_ Li S Z -FINISHED FLOOR - EL j j w > j x o --------- w w w w =) Q� Of O� d a _FINISHED GRADE :, HIM FIFT ]in I O P RCH "SLAB, RAILING AND POSTS �� ~ ON-SITE BY OTHERS ` a5 '::S zi 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT n 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED �V ��lL O��- FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, � k rr APPLICATION NO M1168-02-074,MANUFACTURER'S NO M116B, V WHICH HAS NOT BEEN MODIFIED IN ANY MANNER NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 w OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) A1.2 a AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ON-14046/NY > z C) BARA ED >� w W o w ® v� F- w LO = o > � Ld iO � m z 0 a_ F— FrygU ti m V) U z W W ED V) L) ¢O� z m z Qzc� N � W o q Y q o O W n Q o m LLJ N q� � rzi N > N J q 12 -- FINISHED FLODR j � v 3.25� ON q q 2 ~ W > w � w U 3 U q ® ® ® n n n n F m a v 0 ElUAJ J 0 Z toy J J Q Q Z O Q U F W CL M Z 2 Z _FINISHED FLOOR_ m � j w > > x Qo --------- w w [if E'_ EL FINISHED GRADE PORCH SLAB/RAILING EQ A P/OSTS ❑N-SITE Y OTHERS tile, 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT 1 THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLMPREVIOUSLY APPROVED BY DOS, APPLICATION NO M1168-02-074,MANUFACTURER'S NO M118NOTE; ACTUAL HOUSE MAY VARY FR❑M ELEVATION WHICH HAS NOT BEEN MODIFIED N q IN ANY MANNER o 2.THE ENERGY PORTMN OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 A1.3 AFDNEV INOFULLTCOMPLIA CGE WIDTH THE ENERGY NCODE CTIIIN CODE(ENERGY CODE) 4 -------------------------------- ALL EXT. LOAD BEARING HDR'S: WITH SPAN OF 3'-7' OR QN-14046MY �--- ---� CEILING NEW YORK CODES LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL 2.10 SPF 02 2002 RESIDENTIAL CODE OF NEW YORK STATE BE SPECIFIED, ALL REQUIRED JACK STUDS FLR 6CLG z CD CD 1999 NATIONAL ELECTRICAL CODE SHOWN ARE 2x6 SPF #2. 3 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS-2002 EDITION ( SECT, 5, PG, 29 ) ' J -------------- ---� iu � n- CtI Q ALL M/W HDR'S: WITH SPAN ❑F 3'-7' OR LESS _ D -------------- w Dr - WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL n L7 I USE HIGH WIND PACKAGE I BE SPECIFIED, �i ?U ■NOTE. THERE IS 7 1/2' FROM O L--------------.a ( SECT, 5, PG, o R.O. TO R❑ & 1 1/2' BETWEEN J qq�,pp ~o TRIM TO LOCATE A SHELF a LL ® R-13 INSULATION INSTALLED IN BASEMENT STAIR WALLS of OF E � I JO •D 30'699' �� Q �-___��-__�----_��-_--� �q vJ®Jiq° ® HIGH WALL LLL V) � d R-13 INSULATION INSTALLED IN UNDERSIDE OF STAIRS, �� •�y�® \ = 0 1i �y x10 FLR.AIrsT1:10 O 1 _ ^ MARRIAGE WALL OPENING v J �( } AT M DINING R I1 ROOM KITCHEN WINDOW DETAIL W, 1 Ln O AM DINING ROOM HALL /� H U") W) r------------------------------ 61 Ld 55'-0'x5'-6'®79V zn PORCH ROOF OVERHANG BLDERXN❑TE TO 13-11' 27'-1' Z U Z o q LI 55'-0' 3'-0,i ❑R A_E ❑ FOR ELEVATORO —_____----_ WLn u �qv (�7 16'-8 1/2' O 6'-9' 0 o I I ii i v • L) I f z n i Zr RAILING W U (U zn I N ¢ ii o f LANDING of I ONSITE m _ W 61_6. A 1/2' 5'-11 k2" ! I m iv BY Z W I.i____-_ OTHERS p_ [] Z r o MARTIN FIREPLACE (U I u Q �. (Y) in RD. 371/2x41• (� MUD ROOM Q O 6'-4 1/4° ¢ I J z v W/A 20'x66' HEARTHz S/L A I Q Q >- O Z = BREAKFAST _____________ w 0 I� z NOOK LIGHT AND VENT WAS LIVING ROOM z j iu F AON SITE ELEVATOR R jf [U J Ld ¢ z U nuRol CALCULATED USING BOTH o 1 z BATH #3 m I / o Q Y q o f B.NOOK AND LIVING ROOM ¢= x• N ! al I J J 2 \ IOMIT L-------------'� w a CLO c In .I m m 1 ~ E_ = (� L CO i, 8, ❑H 5, 4. FOYER n o Q (Z' I 373.25 SQ. FT. 29e(. LIGHT REQ'D �j ---------- - I LL] v J p pq J 14,93 VENT REQ'D I❑ ❑I x C7 (/) 41.36 LIGHT PROV'D 15'-4 1/2' I W r I 48.17 VENT PROV'D o I D:R I • q �tt L0 O 3) 2x4 SPF STUDIGRADE HALL .-, I a Z 11'-9' I (3) 2x4 SPF STUD GRADE (3) 2x4 SPF STUD GRADE _ °�2'-3' 7'-D' 9° 4'-0' 7'-8' 4'-6° 9' 5'-0' 9° 4'-6' X16'-1 m I W ------- -------- I 3 E Kff a ------- I we (lJ N wa 45' HIGH WALL I (U 130' HIGH WALL 15'-6' 30 HIGH WALL Z. (u l I u �•" DU ROI HALL 3' BRAIN & N Ou n 4% *0MIT 2-3/4' SUPP " o 0 0 0 ^ I 6'-4 1/2' C) FROM 2nd STORY o r'� m �� N Q � � COM Z. ° w 3 ° 4'-6' 4'-0' 4'-6 1/2' ---- -; 3'-3' s 19 0 DINING ROOMPRI = w \ 206.00 SQ. FT, OFFICE N I I ¢ ¢ z E3 16.48 LIGHT REQ'D 206.00 SQ. FT. w � w w _j z z (n 1 I 1 LL - _ I 8.24 VENT REQ'D 8.24 VENT REO'D o I a 0- ? a iu O O 16.48 LIGHT REQ'D LLOf W L� w I I iv 22,84 LIGHT PROV'D i E, w wL I \ ticu cu 10.32 VENT PROV'D 34.26 LIGHT PROV'D i I www w w D � 1 m a`Ej = N KITCHEN 15.48 VENT PROV'D (I I Y r a IL v Ji4B () I Cl OFo EP-34 PAN m x � I FY 15-0 1/2' F-1/a' N m y o I O 3Lt ' DRAIN & o I_ I, I i •• 2-3/4' SUP, ip I Q�' a y o (� �'6• H36 HD3-24 i1�-, 1 ,� B27 B27 FROM 2nd S OR - I 44 a¢ Z'+s�P1.1121 W364W2442 W3024_ W2742 W2742 u 5'-5 1/2' 16'-0' 15-11 1/2' I LN R" 4 INTEGRITY BY MARVIN WIND❑W SCHEDULE s s 55'-0' 7'-0' 30'-0' HDR (3) 2x10 SPF H2 47'-6' n]4 WINDOW LABEL ROUGH OPENING MODEL NUMBER DESCRIPTION (SEC 5,PG 29) O O 'TD THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT 1 30 1/2' x 36 I/4' IIIH3036 DOUBLE HUNG R; - 1.F THIS FACTORY MANUFACTURED HOME(FMB)PLAN HAS BEEN DERIVED 5 34 1/2' x 68 1/4' IDH3468C DOUBLE HUNG 5 68' x 68 I/4' IDH3468C-2 DOUBLE HUNG �) '�•,{ [v FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO M -074,MANUFACTURER'S NO M1165, 19 30 1/2'X15 1/4' IRT30-1W DOUBLE HUNG q O WHICH HAS N07 BEENEN MODIFIED IN ANY MANNER, 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 A 1,4 q OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY COIIE NOTES: 1. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY SIZED 5. CLG BEAM @ DINING R❑❑M/HALL TO BE (4) 1 1/2x18' ML (SEC. 5, PG. 100) 10, HEATING SYSTEM TO COVER A 127,000 BTU LOSS 6, CLG BEAM @ KITCHEN/B. NOOK TO BE (4) 1 1/2x18' ML (SEC, 5, PG. 100) 11, 2. HEAT LOSS WAS CALCULATED USING R-19 FLOOR INSULATI❑N 7. 12, 3. MARVIN INTEGRITY WIND❑WS-DP 50 RATED 8. 13. 4, 9'-0' CLG HEIGHT 9, 14. r< ( J t QN-14046/NY z CD Q o of ME E:1ti cu 0 - o (B)1]2'd6'LVL ------------- I x NOTE W (GASKET OR WEATHERSTRIPPING IS TO BE fST U _ ALL EXT, LOAD BEARING HDR'S, WITH SPAN OF 4'-5' OR I INSTALLED UPON COMPLETION OF THE e� LESS WILL BE C3) 2x6 SPF #2 ALL OTHERS WILL SET-UP ❑F THE HOME AT CEILING �A 0791.19 �✓ W L0 0 o BE SPECIFIED, ALL REQUIRED JACK STUDS I ACCESS PANELS AND / OR PULL DOWN I 9�F NAV L) Lo SHOWN ARE 2x6 SPF #2. o I STAIRS ON SITE BY OTHERS. I r---®- ------� � �'� �SS10 - 03 q _ _ KNOTE TO BUILDERX z ----------- --------J 1 t (U C SECT. 4, PG, 29 ) PLEASE PROVIDE UFRELEVAT❑R� OCT 0 9 2007 LLJ ALL M/W HDR'S, WITH SPAN OF 4'-7' OR LESS WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL \ z BE SPECIFIED. ( SECT, 4, PG. 100 ) 17'-6' 2x10 WFLR JOIST 39'-8' 44'-0' 74' AFF 55'-0' 3'-0' V U o MARRIAGE WALL OPENING H O EGRESS AT Hena00M a1 SAFETY Q © GLAZED W w q Ul O V z M 20'-0° 11'-10 1/2' 9, _ IBALCDNY o (U IiLANDING w.-i WrNOTEx ----------------, L_ _JICl) 60 WATT UNFROSTED LIGHTBULB=890 LUMINSI DRAIN SHIPLOOSEJv1890 LUM,/303.05 S0. FT: 2.94 I RAILING tU LE.94 CgNDLE F00T PER SQ. FT. 1� WALK-IN PAN LAUNDRY m ONSITE RA OUT F OR FORZ -------J , BY CLOSET ❑ ON- ITE E VATORBEDROOM #1 iu i z Z C 1303.05 SQ. FT. 2' VENT FROM z m W Q N 0 24,24 LIGHT REQ'D 1st STORY a o o q'Y z) o i 12.12 VENT REQ'D R.0 50 1/4'x82 1 Ei °) m E- J J 26.19 LIGHT PROV'D P LIN 4 (u � C 25.42 VENT PROV'D N iu 3'-0' v 6'-1 1/2 5'-1 1/2' �� iv Vo ADD'L LIGHT PROV'D 3' 1/ 5'-3' o J Ga p W ~ 0 21'-7 1/2'3' RADON VENT ❑ ❑ ,I �,.) W p 17'-7 1/2" ----------------�---i 10. A Ln (3)2x4 SPF STUD GRADE �1/2 ,� i PUSTA RS SvCNA1 3 p oMARTIN FIREPLACEAREA HALL o =MODEL # 36STFG (7 126 1/2'x54 1/2' R,Od 1 0.R,0,40'x3B'________-_- _-_ - L________________1___J 33'-9° 4 iv _ W/A 20'x46' HEARTH OMIT 2'-8' SECT I I I p 2 0 �- o CLG N WALL GYP ❑ ❑ ❑ cu 7)_3 1/2' U 3 U z A ------ - ----- - -------------- 5'-3 1/2' 7'-9' w o > e n EDL-L_ o o o (U ❑H LIN BATH #1 O'i m Q v COm % N ,^ BEDROOM #3 BEDROOM #2 0 Z 160.25 SQ. FT. ❑G 179.71 SQ. FT. N � J J o 14.42 LIGHT REQ'D7.21 VENT REQ'D J J Q Q N LIN 14.38 LIGHT REQ'D W w w J z z N O 2132 IGHT PROV'D a o� BATH #2 a 7.19 VENT REQ'D m ED 1'-11 7/8' cu 12.04 VENT PROV'D 31.98 LIGHT PROV'D \ O� -0.2 18.06 VENT PROV'D d w w w a }`. iu V (aii q j O"ti?" CLARIONo '� Sd•S2• \ ❑ ❑ ORE 4060E RE 4924'� [U o 0 0 'v CLO CLO D tzj V k� VBD48 � r i 13' 2 1/ 4 0 1/2'. 14'-0' 3'-5' '-6' 13'-11' " 2 SAFETY • (SE (3) 2x9)SPF #2® EGRESS® ®EGRESS w� GLAZED (SEC 4, 2x10 3'-2' INTEGRITY BY MARVIN WINDOW SCHEDULE 47'-6° 55'-0' L 6'-8 1/4' WINDOW LABEL ROUGH OPENING MODEL NUMBER DESCRIPTION '70 THE BEST GF MY KNOWLEDGE,BELIEF AND PRO ., ^'y O 2 RAMING 1 30 1/2' x 36 I/4' IDH3036 DOUBLE HUNG (`�1 �X10 _ 1 THIS FACTORY MANUFACTURED HOME(FMB)PLAN HAS BEEN F¢ IV�EMIRLPOOL 2 34 1/2'X52 1/4' �'-+ �` FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DDS, ITDH3452 DOUBLE HUNG 111 �1 APPLICATION NO M1168-D2-074,MANUFACTURER'S NO M116B, 4 34 1/2'X64 1/4' ITDH3464 DOUBLE HUNG y E� WHICH HAS N07 BEEN MODIFIED IN ANY MANNER. 4 68'x64 1/4' ITDH3464-2 DOUBLE HUNG 2 THE ENERGY PORTION OF FMN PLAN HAS BEEN PREPARED USING CHAPTER 5 26 24 1/2'X24 1/2' 2/0 OCTAGON q!!ZOF ��,, ANDNISINOFULLRK TC13MPLIANCE ENERGY WIDTH ET EAENERGYONCODECTION CODE(ENERGY CODE) A Z S NOTES: 1. MARVIN INTEGRITY WIND❑WS 2. 7/12 STORAGE RAFTER 2 16° ❑,C, 7. 12, 3. CLG BEAM 2 BEDROOM #1 TO BE (4) 1 1/2"x16" ML (SEC, 4, PG. 100) 8. 13. 4' 9. 14. 5, 10, 15. s � � QN-14046/NY D A,90 z o OF �g �$ UD W In o r- ----------------------------------- -------------��T-0 9 2007 co ' /I > CUy 11 W �D W Cyz.) \ I ELEC DROPS /� I — Fy C- xL ----- XL W/ 8' COILS � tir7ti CHIMES i q U m TV 8'-4400BTU 0'-4400BTU 6'-3300BTU I ii S3S3 o I O �LJ I it CTS T 2 - R 4 �2'-I1100HTLPP- xL ---- ----------� ILLJ HRECEPT , O I o I L yl, � SO `so I (� U J ' 2'-IIOOBTU iiiADDT'L I TL I z LLI.-� u_______ I p z r N GFI I I i GFI0 F] JB IN FLR N O I I NI FORXBSMT SD I I I I Q Z O �- I v L--- W a U N L Q a- g J ti (lJ J� I I I I E3 ED I F� (/7 = LL I SSS -- ----------- I I I W f� 2 w CHIMESr--- J L--- I C7 E N J m-- ------J S3S3 I r---------- xL I xL --------=------------------ III 11 I 4 , I I I I SJ I ti O d- -Jo ' -------------------- L--------- I WIRE �� I CQ � uT I r---------- I ONLY 1F' U] GI IIF L---------------------------------1IICoONI S. S3S3 10'-550OBTU (m S3S4 AFF 6'-3300BTU F-7777777777 7--17TK—N X 11 I ALj � > T PULL ELEC. DROPS WIRE ° W/ 22' COILS I SD ---------- r ------- o 0 0 0 C, -� (Ll I I q D 00 m u I o I I J J GFI CTi (i 1 I I �1 W W J Z Z E I 4100 BTU AFF i�u____ Ll I I L,Jj d d Z L` l'- 2 W TOE KICK i I ) > , U ED W Ld W D D-' K ❑_' d IL I I I 4100 BTU -_ - TOE KICK ---J I P I Q� iG\I IT • I ' EV ti ° C7 i � IT CT P 8'-440OBTU 7'-3850BTU 6'-330OBTU 6'-3300BTU I F�15, M WIGFI GFI GFI LJ GFI GF I ————————————— -GAS LINES ON-SITE BY BUILDER s q 'TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGMENT 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, O APPLICATION NO M1168-02-074,MANUFACTURER'S NO M1168, r WHICH HAS NOT BEEN MODIFIED IN ANY MANNER q 2 THE ENERGY PORTHIN OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 q\� AN➢NIS IN FULLEV YORK TCOMPLIANCE WITH ATE ENERGY ET EA EINERGY CODE ON CONSTRUCTION CODE(ENERGY CODE) NOTES: 1. ALL BEDROOMS ARE ARC—FAULT PROTECTED 2. 3, 4. 5. QN-14046MY y z CD QCD ti w LiW w > u cu CIO ~ ®�55 � �� o Ln OF co z > cu 0i II OCT 0 9 2007 w U z V�a Ij LL ELEC. DROPS ~ F qU m ('7 6'-3300HTU p 6'-3300HTU 7'-3850HTU 4-2200BTU I GFI • I ?-IIOOBTU� w --- II---- L r6 U Ld m_ I I I SO�r Z ti XL ---------------------� I I GF I I I Z Z U O d. BOX AND BLOCK I w Q N I FOR PADDLE FAN I o � in � ICY qo Q j >_ cu I I I I n S o ED L I w REOT • LJJ y q W L------------------ e I c5 J m t/I o W - l�/ T� VIRE CO 60' CO 60' I I I I C (/1 N —1 xL I ONLY AFF WIR AFF I L-----------------J I �J q II F------------------T---1 ONLY I I ,7 I I �� I I �� qo ti O L-------..t i�=--U SD t—I---------i--i—.�_---------- SD L-----� J ti L———————— o TO ATTIC !34J i i ——— Ifl L-----_=--='1=-=1-------- , r- r� I m CZ o o 2 Li Li > S �_ r GFI i U 3 U � — -- SD i A m I I o 0 0 0 S ^ Icu • TO KICt FL i Q � W M I I I I I IOH _J _J I I I I I o W w w w z H- I I OI Tv I N W d Z L LL = p I I i FL ————————————— FL I I � � � - � D_ � � � WW � � � � Ir Oc a CL I I I I JP I ------------------ �� I 4100 BTU I O - 7'-3BSOHTI 2-Il00BTUTOE KICK WP GFI U 6-3300BTU I �1 VEV 2'-1100HTU db 8'-4400HTU IF�N, L� g -1 w� 1 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT - O 1 THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED ' FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION ND M1168-02-074,MANUFACTURER'S NO M1169, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER V 2 THE ENERGY PORTMN OF FMA PLAN HAS BEEN PREPARED USING CHAPTER 5 /� '� OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE H NOTES: I. ALL BEDROOMS ARE ARC—FAULT PROTECTED 2. 3, 4. 5, ✓rt t I r QN-14046/NY ED CD �0 cu N 02356 z op C3 W Ln 0 0 n�T p� U Lf-) LL ------------ r-It�� ~ ccI > cd I I \ I I ID I I 58'-D' I z s 55'-0' 3'-0' i v W pq F ------------------------------------------------- ------------------- I- I O O ------------------------------------------- o r------------ ------------------------ -------------------------�\ U r-------------------------------� W I I \\ z L3J ~ V) I I (4) 2x10 SYP #2 FLOOR GIRDER 1 I O Q I I 4'-11' O.C. MAX. TOTAL LOAD ONLY (SECT. D5, PG. 175) I I ( ) J z •� I I Z z U o 0 Li Q N iv I I I I OD I I- o Q J ti CD - IQ � � o W I I j I I p V) N J I o q �kz Ln j12'-6' 4'-1' 4-1'� 4-1' 3'-7' 3'-7' 4'-0' 4'-0' 4'-0' 4-1' 4'-3' II I 4-3' 4-3' 4'-3' o m jq � I ------ ----- ------ ------ --- / / ZD I Ii i I o o C-) � I i i I I i i i i I I i i i I i i I I I I I I I I .moi W I I i i i i i i i i i i i i i i 1 U 3 U f 7,OBD LL 8,780 LL 8,780 LL 8,245 LL 7,705 LL 8,155 LL 8,600 LL 8,60D LL 8,690 L 8,960 LL 9,140 LL 9,140 LL 9,140 LL I q I I 8,890 TL 11,025 TL 11,025 T 10,350 TL 9,675 TL 10,240 TL 10,800 TL 10,901 TL// 10,91 L 11,250 TL 11,475 TL 11,475 TL 11,475 TL I I I n n n MIN. x30' CONC. I I I W o I I F❑ R W/3 1/2' I A. COLUMN I I I q \ \ I v m m I I I I I I I I I iu I E J LO z I I i________x NOTE '________i i i I cS ¢ ii ¢ o 1TD15, TDX14, & TDX5 LOCATIONS SHOWN: I 1 �) j � Ld a U a ITO BE VERIFIED AT PRODUCTION STAGE1 I I I a_ > > w w �ls ` DUE TO STUD LOCATIONS REQUIRED. J i I I I I I I O ' I I I ❑ I I Q� I I 8' MINIMUM CONCRETE WALLS I w IDL------------------------------------- --------------- ----------------------------------------------------I � I I cv� LVM p - t I ---- I �g �� Np � ------------------------------------ -------- Zl 55'-0' -----------------------------------------------------r 7'_0' q 62-0' h 1 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT - '_ FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE 1THIS FACTORY MANUFACTURED-HOME(FMH)PLAN HAS BEEN DERIVED FRDM q SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY APPLICATION Na M116B-02-074,MANUFACTURER'S NO.M1168, _ ❑R RESPONSIBILITY FOR INCORRECT FOUNDATIONS. q VHICH HAS NOT BEEN MODIFIED IN ANY MANNER 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 A1.8 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE NOTES: G. MAX ANCHOR BOLT SPACING: 4'-0" O,C. 1. FOR ADDITION INFORMATION SEE TYPICAL F❑UNDATI❑N DRAWING A15,16 OF THIS SET 7, WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PR❑VIDE 1/150 OF FLOOR 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' O.C. AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 3, PIER FOOTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE g, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL F❑UNDATI❑N DWG. 4, CONCRETE COMPRESSIVE STRENGTH; 3000 PSI A15/A16 5. M OR S TYPE MORTAR TO BE USED ON-14046/NY Q 10 a- 6 o 3 0 o 1--_ J wQ J m Z cu w Q 3 MAIN HOUSE - 2 STORY UPLIFT CONNECTIONS SHEARWALL CONNECTIONS SHEATHING CONNECTIONS OVERTURNING CONNECTIONS SLIDING CONNECTIONS Q 1ST STORY MODULE TO FOUNDATION - STUD TO IST STORY WALL - FRONT WALL (NON-SHEARWALL) IST STORY TO FOUNDATION - FRONT IST STORY MODULE TO SILL PLATE - FRONT & REAR MASONRY / CONCRETE EXTERIOR PANEL 7/16' OSB WITH 0131x2 1/2' NAILS @ 6' oc. USP HOLDDOWN TD15 WITH (5) 1'0 BOLTS IN USP LATERAL PLATE TIE MP4F TYPE 1 0 LLJ SIMPSON STRONG-TIE CONNECTOR MSTAM36 @ 15/32' OSB WITH lad NAILS @ 2' o.c. PANEL PANEL EDGE NAILING AND 12' o.c. AT 2x6 QUINTUPLE SYP STUDS AND (1) 1 1/4'0 INSTALLATION @ 12' o,c. WITH (6) ad NAILS IN , 48' ac. (EVERY THIRD STUD) WITH (13) 1Od EDGE NAILING, PROVIDE 3' NOMINAL FRAMING INTERMEDIATE SUPPORTS ANCHOR BOLT WITH 12' MIN EMBED IN PERIMETER BAND AND (6) ad NAILS IN SILL PLATE Q I-- (7 NAILS INTO STUD AND (8) 1/4x2 1/4 TITEN AND STAGGER NAILS FLOOR CONCRETE OR 15' MIN EMBED IN MASONRY SILL PLATE TO FOUNDATION - FRONT B REAR LLJ (A a SCREWS IN FOUNDATION WALL IST STORY WALL - FRONT 19/32' OSB WITH BLOCKING WITH 0.131x2 1/2' IST STORY TO FOUNDATION - REAR 5/8'0 ANCHOR BOLTS @ 2'-0' o.c. WITH 12' MIN. �- INTERIOR PANEL NAILS @ 4' oc PANEL EDGE NAILING AND G' USP HOLIIDOWN TDX14 WITH (4) 1'0 BOLTS IN EMBED. IN CONCRETE OR 15' MIN EMBED. IN 15/32' OSB WITH 10d NAILS @ 2' c.c. PANEL o.c AT INTERMEDIATE SUPPORTS 2x6 QUADRUPLE STUDS AND (1) 1'0 ANCHOR MASONRY EDGE NAILING, PROVIDE 3' NOMINAL FRAMING BOLT WITH 12' MIN. EMBED IN CONCRETE OR IST STORY MODULE TO SILL PLATE - LEFT 6 RIGHT AND STAGGER NAILS I5' MIN. EMBED. IN MASONRY 16d TOENAILS E 6' oc. LLJ Ln _ IS T STORY WALL - REAR 1ST STORY TO FOUNDATION - LEFT 6 RIGHT SILL PLATE TO FOUNDATION - FRONT, REAR7 ———————————— EXTERIOR PANEL USP HOLDDOWN TDX5 WITH (2) 3/4.0 BOLTS IN 1/2'0 ANCHOR BOLTS @ 4'-0' c.c. WITH 12' MIN - U Ln ~ r------------- -I/tA' OSB_WIH-Bd_NAILS-@_2'� PANEL------------------------------2xS-DOLBLE_SIUDS_ANILCU A/A'@ANCHOR_------EMBED.-IN-CONCREU-Df_IT_.MW._E0ED_IN-------- ~ co EDGE NAILING, PROVIDE 3' NOMINAL FRAMING BOLT WITH 12' MIN. EMBED. IN CONCRETE OR MASONRY I > of II AND STAGGER NAILS 15' MIN. EMBED. IN MASONRY // V l0 IST STORY WALL - REAR / I INTERIOR PANEL // I LLf 7/16' OSB WITH ad NAILS @ 4' o c PANEL // I U \ EDGE NAILING / IST STORY WALL - LEFT & RIGHT - EXTERIOR PANEL E7/16' OSB DGE NAILING El ad NAILS @ 6' oc. PANEL /// i 0 ZO (n D_ (wil 4 U m TDX14 -------- ;'o O ii SII f u `D ii all j W Lj wll ( ) _j v • O O I SII 0 W I >II I R BZW o0- SII I LLJ Q U N SII I 911 I o Q_j q o I LLII E, JJ I QII ; � I NII I Q o ----------- ,-II I LLJ y Q �J � W all I E5 J0 (4 p `all I � p (n NJ w wll V .'' C2) USP TI1XG WITH (2) 7/8'0 THREADED o ROD BETWEEN EACH COLLECTOR ACROSS THE UII TDX14 o MATING WALL (ALLOW. LOAD= 4567 LBS) I oIN w o TDX14 _ TD15 �I U 3 U N ®ZD f-9jy o m ^ v N TD15 m ON ¢._J L7 Z J J ¢ Z D CS J®A a a J w li V) H a a z u A TDX14 e W W T015 I ` o. ` OCT '0 9 2007 , an I o" wog � 7DX14 -------1I TD15 �'^`� c'1 - ------------- x 2ND FLOOR (4) USP HGA10 w/ (4) SDS 1/4x1 1/2' TO TH P R METER x - a - BAND AND (4) SDS 1/4x3' TO THE TOP PLATE a PERIMETER BAN➢ CALLOW LOAD = 4440 LBS) � Q (6) USP MP4F TYPE 1 w/ 2ND FLOOR - 'TD THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT C6) ad x 1 1/2' SINKERS PERIMETER BAND (ALLOW. LOAD = 4260 LBS) 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED C6) USP MP4F TYPE 1 w/ FROM A SYSTEM SET OF FMH PLANS PREVIWSLY APPROVED BY DOS, IST FLOOR <6) Bd x 1 1/2' SINKERS APPLICATION NO M11 8-02-074,MANUFACTURER'S NO.M116D, 2x TOP PLATE - WHICH HAS NOT BEEN MODIFIED IN ANY MANNER SHEARWALL CALLOW. LOAD = 4260 LBS) q 2,THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 - q OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) COLLECTOR / DRAG STRUT (DETAIL 42) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE C NOTES; 2. 7. 12, 3. 8. 13. - 4. 9. 14. 5. 10. 15. R QN-14046/NY Q o' E O J N¢ _ V) Q w MAIN HOUSE - 2 STORY - Q CLI UPLIFT CONNECTIONS SHEARWALL CONNECT]ONS SHEATHING CONNECTIONS OVERTURNING CONNECTIONS SLIDING CONNECTIONS Q ROOF TO 2ND STDRY WgLL, WITH IN fi'-0' OF 2ND STORY WALL - FRONT ROOF 2ND STORY TO IST STORY MODULE - FRONT 2ND STORY TO IST STORY MODULE - W IL CORNER - RAFTER TO STUD EXTERIOR PANEL 7/16' OSB WITH BLOCKING WITH 0.131x2 1/2' USP COILED STRAP CMST12 WITH (102) 16d FRONT & REAR 0 USP STRUCTURAL CONNECTOR RS200 (CLEAR 15/32' OSB WITH Bd NAILS @ 3' o.c. PANEL NAILS @ 6' o,c. PANEL EDGE NAILING AND 6' NAILS (51 IN EACH END) 16d TOENAILS @ 4' o,c. SPAN + 19') @ 32' oc (EVERY OTHER STUD) EDGE NAILING o.c. AT INTERMEDIATE SUPPORTS 2ND STORY TO 1ST STORY MODULE - REAR 2ND STORY TO IST STORY MODULE - ®� Be Q 0 a WITH (22) lOd NAILS (11 1N EACH END) 2ND STORY WALL - FRONT WALL (NON-SHEARWALL) USP COILED STRAP CMST14 WITH (80) 16d LEFT & RIGHT ROOF TO 2ND STORY WALL, NOT WITH IN 6'-0' INTERIOR PANEL 7/16' OSB WITH 0.131x2 1/2' NAILS @ 6' o,c. NAILS (40 IN EACH END) 16d TOENAILS @ 6' o.c. L` OF CORNER - RAFTER TO STUD - 7/16'-OSB WITH Bd NAILS 2 4' oc. PANEL PANEL EDGE NAILING AND 12' oc. AT 2ND STORY TO IST STORY MODULE - �y`e USP STRUCTURAL CONNECTOR RS200 (CLEAR EDGE NAILING INTERMEDIATE SUPPORTS LEFT & RIGHT �®gae ®� ®�� U �/ 2 SPAN + 19') 2 48' o,c. (EVERY THIRD STUD) 2ND STORY WALL - REAR FLOOR USP COILED STRAP CMSTCI6 WITH (74) IOd 0 WITH (22) 1Dd NAILS (11 IN EACH END) EXTERIDR PANEL 19/32' OSB WITH BLOCKING WITH 0,131x2 1/2' NAILS (37 IN EACH END) 1S" W Ln El , 2ND TO 1ST ST DRY WALL, WITH IN 6'-0' OF 7/16' OSB WITH Bd NAILS @ 3' oc PANEL NAILS @ 4' o,c. PANEL EDGE NAILING AND 6' C7 CORNER - STUD TO STUD EDGE NAILING oc. AT INTERMEDIATE SUPPORTS (� U Ln I USP STRUCTURAL CONNECTOR RS200 (CLEAR 2ND STORY WALL - REAR SPAN + 19') 2 32' o,c. (EVERY OTHER STUD) INTERIOR PANEL - 4 > C j Q el WITH (22) 10d NAILS (11 IN EACH END) 1/2' GWB WITH 1 1/4' TYPE S OR W 06 2ND TO IST STORY WALL, NOT WITH IN 6'-0' DRYWALL SCREWS @ 4' oc. PANEL EDGE OF CORNER - STUD TO STUD 2ND STORY WALL - LEFT & RIGHT LiUSP U STRUCTURAL+ CONNECTOR c (EVERY EX TERIOR PANEL THIRD STUD) SPAN9) @487/16' OSB WITH Oct NAILS @ 4' oc PANEL �® 079VIS �� N WITH (22) 10d NAILS (11 IN EACH END) EDGE NAILING A 9®PEaS aS1 OCT 0 9 2007 1 CMST14 U �' m CIO u I II #II w II I �u z w - (n L--- �� ---J SII z r > All U QEF ('7 > _ SII Z �zu On SII W Q N JII p �FIY 40 J t2z (1J . 13 Q o W all ull LJJ U Q p (/J p W oll :E'� p(/) Nq - i i i SII ti O �1- I I � USP CMSTCI6 WITH (74) ]Od SINKERS INT❑ II y, ��• L________________1___J THE PERIMETER BAND ACROSS THE TOP OF CMST14 - THE MATING WALL (ALLOW. LOAD= 4975 LBS) Li La CMST14 CMST12 ��„ L) 3 U q N o p O o n H O CMST12 q a' GO ON t JV 0 �f 2f J J 0 Z 4- ¢ Z O �1 H W Ld _j Z Z Go Oo� - F, W Z LL LL 2 P u m 0 Ld w w w D d_' CMST14 O� 0Y (L IL � tY o CMST12 Iy \ O w ; O n' CMSTIE - (6) USP MP4F'TYPE 1'w/ ROOF U (6) Bd x 1 1/2 NAILS "YY (ALLOW. LOAD = 4260 LBS> BAND ETER 'TO THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED - (6) USP MP4F TYPE I w/ FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, 02NDOOR (6) Bd x 1 1/2' NAILS APPLICATION NO M1168-02-074,MANUFACTURER'S NO M11GEL 2x BLOCKING vH1CH HAS NOT BEEN MODIFIED IN ANY MANNER ALL (ALLOW. LOAD = 4260 LBS) 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) COLLECTOR / DRAG STRUT (DETAIL #1) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE _ NOTES+ QN-14046/NY ®IF E� o CD 26 GA STRAP WITH (2) 131x � .DON 2 1/2' NAILS AT EACH END RAFTERTO PLATE & 0 PLATE TO �® .aY® Z PLATE . (2) .731x2 I/2' NAILS ® —J (� PLUMBING VENT THRU ROOF 26 GA STRAP WITH (2) .13lx {s L = � 3' MIN. RAFTER TOLPLATEE&C PLATE TO u ~ VENT STACK NOTE- PLATE (2) .131x2 1/2' NAILS offU VENT THRU ROOF LLI COTIDN TO E , Cn _ Q ' COMPLETED IN FIELD � � BY BLDR/CONTRACTOR eRs s� cmuzs (7) 16d x 3 1/2' NAILS (TYP) �A ®791'10 I � WATER TIG 7 ®F��'S% WATER TIGHT— 26 GA STRAP WITH (n I I (6) .148x1 1/2' NAILS �4y.� `` Li LnU p AT EACH EN➢ (TYP) P M OCT 0 9 - H Lf) I N II STACK TO EXTEND NOTE RS200 @ 32' & 48' oc, Isj 12' MIN, BELOW ROOF LNE AND BE WATER W NO REDUCERS ALLOWED ALLOW. LVAD = 143016 'l I •� TIGHT THRU ROOF ON STACK WITHIN 12' U \ OF UNDERSIDE OF ROOF (7 z.�x srr+z cnuno.wsrs a�s•nc DBL. 2x430 YR ED ti�O 'C (/1 1/2' GYPSUM HOARD TOP PLATE ARCHITECTURAL h-i ti CS O 2x6 STUDS - - 5# ROOF FELT ~ W CQ E A 7/16' OSB ROOF U _ \ SHEATHING � C-j o MAINTAIN 2' 2x4 STUD AIRFLOW Q INSULATION U W BAFFLE Z W R-38 FIBERGLASS RS200 @ 32' & 4B' oc. 2x6 BOTTOM PLATE INSULATION WITH DRIP EDGE u Q F-- (� ALLOW, LOAD = 143016 19/32' OSB SUB FLOOR VAPOR BARRIER 2x6 SUB FACIA .� Z 2x4 BOTTOM PLATE ALUMINUM FASCIA Q Q >- O _ 2xID SPF #2 AT 16' oc DHL. 2x6 7/16' OS PERFORATED VINYL SOFFIT W Q Z I__) N TOP PLATES SHEATHING (TYPICAL ALL EAVE OVERHANGS) 2xID JOISTS AT 16' oc --- ----x6 SPF #2 AT 16'----------------- ----------------,--------- _ O d, C) 2oc FRONT & REARS EXT. SI➢IMG -J -J 16d TOENAILS @ 3-2x6 HDR 4/4 VINYL ( ED LEFT & RIGHTDBL. 2x4 WITH SOLID 1/2' 2 16d TOENAILS @ 6' o.c. TOP PLATE PLYWOOD FILLER Q O Li 2x10 PERIMETERS LASS 2x6 STUDS W y Q W LEFT & RIGHTS IZ3 _j INSULATION GWITH p `O•G, D 0 N USP CMSTC36 w/ DBL STU➢S VAPOR BARRIER 2x6 JOISTS AT 16' oc. (ALLOW, LOAD=4975 LBS) p 2x6 V USP CMST14 w/ DBL STUDS o LEFT & RIGH Ti ,'J O (ALLOW, LOAD = 6630 LBS) STUDS FRONT 1/2' GYPSUM BOARDol (ALLOW. LOAD/ 3853 LBS)REAR O USP CMST12 w/ DBL STUDS DBL, 2x6 TOP PLATE 2x4 STUDBEAB EXTERIOR (ALLOW, LOAD = 9320 LBS) USP TI1X14 w/ QUAD STUDS O SHEATHING (ALLOW. LOAD = 12642 LBS) 7/16' OSB � ❑ F- ❑ � FRONT 2x6 L'iU 3 Li U USP TD15 w/ QUNIT STUDS BOTTOM PLATE (ALLOW LOAD = 20745 LHS) MSTAM36 @ 4B' oc 2x4 BOTTOM PLATE - 19/32' OSH ALLOW LOAD = 187016 A SUB FLOOR FRONT & REAR. n o 0 0 0 BY APEX 240 SPF 02 AT 16' oc, 2x10 JOISTS AT 16' o.c, USP MP4F @ 12' oc (ALLOW, LOAD = 725 LBS) w \ \ \ \ BY BUILDER 161) TOENAILS'@ 6' o c A .-y N '. SD' CONCRETE MASONRY UNITS \ \ \ OR POURED CONCRETE WALLS 8' _ OD ON C12 COARSE) 8' FIBERGLASS SILL SEALER E J J LD Z PARGING COVERED FRONT & REARS PRESSURE J J ¢ ¢ Z O WITH BITUMINOUS 3 1/2' DIA PIPE COLUMN 5/8'0 ANCHOR TREATED Cs1 W W _j Z Z BASEMENT FOUNDATION WALL FOR BASEMENT FOUNDATION BOLTS @ 2'-D' oc COAT BELOW GRAD 1/2' ON SITE BY OTHERS. SEE FOUNDATION DETAILS CON SITE HY OTHERS) LEFT & RIGHTS SILL PLATE W d 7 _ EXPANSION BASEMENT STAIRS ARE DESIGNED BASED ON 1/2'0 ANCHOR E' U G 4' PERFORATED DRAI JOINT 12 COARSE BASEMENT WALL WITH FLOOR BOLTS @ 4'-0' o.c. - (L j j I'- > > 0_ ❑ AROUND FOOTING POURED ONTO FOOTINGS AS SHOWN. IT SHALL L.1 LI W W 7 (Y PERIMETER •9' MIN 4' POURED BE THE RESPONSIBILITY OF THE BUILDER (Y (Y 06 0e CL IL IN 4' 2B CONCRETE SLAB TO INFORM APEX HOMES IF THIS APPLICATION - STONE BED IS DEVIATED FROM, MIN 6 MIL POLY VAPOR ' BARRIER OVER 4' 23 4' POURED CONCRETE FLOOR O O - STONE HED _ - MIN 20'x10' CONTINUOUS �V CONCRETE FOOTING CONCRETE FOOTING PADS SEE INDIVIDUAL FOUNDATION NOTE, ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED & N r C� ALL FOOTINGS SHALL BEARPLANS FOR SIZE AND LOCATIONS INSTALLED ON SITE UNLESS SPECIFIED ,�i Cv I•_'+ r} ON SOUND, UNDISTURBED, VIRGIN _ EARTH AND SHALL BE INSTALLED ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE Cr lO1l ' �l BELOW LOCAL FROST LINE _ l " ��III ry 00 DESIGN BEARING CAPACITY - 4 OF SOIL 2000 PSI G O REFER TO SUMMARY PAGES FOR HOLDDOWNS AND STRAPPING W ® N�� rygZ ��g 'SPACE RESERVED F13R THE NEW YORK STATE STAMP OF APPROVAL' OPTIONAL CLIPPED ' 5 OPTIONAL CLIPPED OPTIONAL CLIPPED 9 GABLE OR HIPPED CORNER FL MODULES 9 OPTIONAL L-LIPPL GABLE OR HIPPED CORNER GABLE OR HIPPt71 CORNER 5 12 7 THIS SECTION OF,120M T13�ROOFCMAX) 13 5 GABLE OR HIPPED CORNER g n CABLEa5/12(MIN) IP 3D CORNER c /y 2.5/72(MIW IP 1D C13R ER 2S/32CPOW IP 12/12(4AX) INSTALLED ON-SITE 3 S LEVEL MAY OPTIONAL HIP ROOF BOPTIONAL Y OTHERS ING ONSITE pPTIONAL HIP ROOF �BEROTATED 9D' CLG X ❑ ❑ ❑ ❑ 4 CLG13 0 ❑ i CLG �t ❑ ❑ a a a ❑ ❑ o 00 FLR i ❑ ❑ ❑ ❑ s 3 ❑ ❑ Y IH FLR ` ❑ ❑ ❑ ❑ CLEVER i mf / THESE LEVELS J 6 30 30 19 4 2 1 1 30 2 19 4 L MAY BE REVERSED JJ ll 6 8 RANCH TENANT SEPERATION WALL SPLIT LEVEL CONT INSIDE SLOPE OF ROOF OPTIONAL CLIPPED USE U340, U341,OR(2) WP3530 - 13PTIONAL CLIPPED 5 GABLE OR HIPPED CORNER GABLE OR HIPPED CORNER g 12 ^ 2S/12(MIN)TO 12/12(MAX) 25/12CMIN) TO 12/12CMAX) OPTIONAL CLIPPED OPTIONAL CLIPPED : 12 9 GABLE 0R HIPPED CORNER GABLE OR HIPPED CORNER - 5 2.5/12(KIN)TO 12/12CMAX) OPTIONAL HIP ROOF I 2.5/12(MIN)TO 12/12CMA.) - i------------ I NODULES CAN BE SPLIT I I OPTIONAL HIP ROOF ,'-AT THIS SEPARATION CONTNINSIBE SLOPE OF EPERATION ROOF USE U340,U341,OR CP)WP3510 I I ----------------_----� I I " 1 I ' I I L------------- 4 I I CLG I a I CLG o I x I I 3 1 I ❑ I \ ❑ ❑ ❑ I = I I � ® ® j � ❑ I 6 I •I I I I I RI 1 I L�mlR I I ,1 ❑ ❑ ❑ ❑ c ❑ ❑ I 1 I I I I CLG v ❑ ❑ ❑ ❑ ❑ I ® ® I 3 I o I I 6 8 39 4 2 11 o I DI-LEVEL NOTES, L---- ----- 1, SIDING SHOWN IS 4'3 OTHER SIDING IS AVAILABLE3 OPTIONAL VINYL- PERFECTION lst FLR �`\ SHINGLES, HALF-ROUND SHINGLES, RANDOM HAND-SPLIT SHAKES 2, EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER TO PRE-WIRED BOX OR PIG-TAIL(PULLWIRE) (1 REQUIRED PER DOOR) 19 a ___________ 3. SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR ON-SITE L J INSTALLATION BY BUILDER TWO STORY OR TWO STORY DUPLEX 4, HANDRAILS, STOOPS, STAIRS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE & LOCAL CODES 5 + : r P 5. ALL ELEVATIONS ARE SHOWN WITH A 5/12 ROOF PITCH. SEE ROOF SYSTEMS OPTIONAL CLIPPED g 12 OPTIONAL CLIPPED ® 'e DETAILS FOR OTHER AVAILABLE ROOFS GABLE 0R HIPPED CORNER TENANT SEPERATIEN WALL GABLE OR HIPPED CORNER ® PA3JI 7 rroFJNSG`:7 b�� 2S/12(MIN)TO 12/12(MAX) CONT,INSIDE SLOPE OF ROOF 25/12CNIN) TO 12/12(MAX) AIui3Z7 �y, 6. SHUTTERS, CROSSHEADS, DECORATIVE WINDOW PANELS, FYPON PRODUCTS, AND VENTS f� USE'U340,u3a1,ort cz)vP351D v" aha ARE OPTIONAL ON ALL MODELS OPTIONAL HIP ROOF 7. STORM DRAIN REQUIRED WHEN ONE ROOF PITCHES TOWARD ANOTHER 9b ° °"` (ON-SITE BY BUILDER) n ° 8. BASEMENT WINDOWS ARE OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL ¢7 GINEER ARTY, CODE OF NEW YORK STATE. SILL MAY NOT BE MORE THAN 44' A.F.F. z a 9. ROOFS DESIGNED AT 40/45, 60/65 OR 80/85 PSF LIVE LOAD AS PER LOCATION OF HOME �? REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) ° •�� 10. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLANS GRILLES ARE OPTIONAU SIZES, TYPES AND STYLES MAY VARY SEE WINDOW SCHEDULE 4 �r 11. MASONRY VENEER OR OTHER FOUNDATION FACING FURNISHED INSTALLED X CLG ON-SITE BY BUILDER 12. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE AT A MIN. 3'-0' ABOVE THE ❑ 0- GHER ❑ ® ® ® ®HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A MIN. OF 2'-D' ,, 3HITHAN ANY PORTION OF A BUILDING WITHIN 10'-0' (CHIMNEYS TO BE E ❑ ❑ no ❑ ❑ ❑ ❑ INSTALLED ON-SITE BY BUILDER) � � � TXA'PF.AX OF 13. IN ATTIC & ENCLOSED RAFTER SPACES, THE MINIMUM VENTILATING AREA SHALL BE �° 1/150 OF-THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 �� 77 y�T� PEXF�'CTION IF AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS r!ilal�y1 AT LEAST 3'-0' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF REQUIRED n ffoff S, INC. VENTILATION PROVIDED BY EAVE OR CORNICE VENTS FlR 14, WHEN A TWO STORY UNIT IS ADJACENT TO A SINGLE STORY UNIT (I,e, TWO STORY 247 US HiP3'S22N, MIDDlEBURC, PA 17842 MODEL WITH ATTACHED GARAGE) THE SPACING OF THE TRUSS/RAFTERS OF THE SINGLE (570)-837-2333 FAX 837-0290 STORY UNIT SHALL BE SPACED AT 12' O.C. WHERETHE TWO UNITS MEET, EXTENDING AWAY FROM THE TWO STORY UNIT A DISTANCE 'W', CALCULATED PER ASCE 7-98. s 10 4 19 2 1 TYPICAL ELEVATIONS - IRC 15. EXTERIOR GFI RECEPTACLE WEATHER PROQFED3SEE STATE CODE FOR LOCATION REQUIREMENT DU P E X 16. ELEVATIONS SHOWN ARE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMILAR BY, DATE, REV, DVG N0, �, 17. PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLANS SEE DOOR SCHEDULE SHOWN AS RANCH,ALSO AVAILABLE IN III LEVEL,SPLIT LEVEL,AND TV13 STORY MODELS BSL/DRP 18 JAN 03 L 18. ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MIN. OF 12' ABOVE THE ROOF 19. ALL DOOR TYPES SHOWN ARE OPTIONAL _ . 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 9 r------------� 19 9 3 ll 1 6 1 4 4 3 4 I CLG I I I 1 4 4 sq I I 2 j I I I o I I I I 1 I aI zs I i Fl-R L___-_--_-_- 0 Q 0 0 •I -• MAX.OVERHANG u ^ 1 FLR _ LANDING 4 " - REAR E L E V _ SUITABLE GRADE TVI1 STORY,TWO STORY DUPLEX,I3R CAPE WITH FULL SHED LORHM IB BI-LEVEL _ RANCH/DUPLEX 4 - 9 11q q ❑ ❑ --0 NOTE, ` � ". 5 � 8'-9'CEILING HEIGHTS WILL REQUIRE CAVE OVERHANGS AND RAFTER HIP38 OPTIONAL EXTENSIONS TO BE SPEII LOOSE AND INSTALLED ON-SITE BY BUILDER - USE OF 8'-9' CEILING HEIGHT S14ALL DEPEND ON ACTUAL MODEL LAYOUT AND VILL REQUIRE A RAFTER ROOF SYSTEM(MAX.CLI.HGHT.FOR A UNIT - WITH A PREMANUFACTURED TRUSSED ROOF '- SYSTEM SHALL NOT EXCEED 807 3 - 13PTIDNAL CLIPPED - -- OPTIONAL CLIPPED 15 10 - GABLE OR HIPPED CORNER GABLE OR HIPPED CORNER 4 ` 17 2 2.5/12(MIN) TO 12/12(MAX) B 2.5/12(MIN)T0,12/12(MAX) 4 - REAR E L E V 5 7 THIS LEVEL MAY - �1� RANCH-BI-LEVEL-DUPLEX _ BE ROTATED 90° 4r,3-BOX WIDE UNITS OPTIONAL HIP ROOF X LLG II � II II ' - II Z` 2'-0'MAX. 2'-0' MAX. II _ 4 4 s OVERHANG OVERHANG II o II X 3 ^ FLR II iq II _ • II - 4 II � CLI II ^ CLG 1 I 4 II OPT.3 UNIT II - - z WIDE 2-STORY s II ' I 2 2 1 11 11 I I i II I ^ 1 2'-0'MAX. FLR FLR 1 I OVERHANG I m 9 5 4 - 1 6 LL 4 1 6 11 10 7 SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX GABLEGBLE AL CLIPPED 5 OPTIONAL CLIPPED OPTIONAL CLIPPED ❑ Ih, OR HIPPED CORNERGABLE OR HOPPED CORNER GABLE OR HIPPED CORNER 2S/12QAIN)TO 12/12(MAX) 9 12 2S/12(NIIU TO 12/12(MAX) 2S/12(MIN)TO 12/12(MAX) 1WTDTLIL - R F I GPTIONAL HIP ROOF Aekl 9 �� IPAOL BL, u s 3 e n= 6 SPLIT LEVEL ZEN ut, TNRII.PARTI', C - 4 CLG LG • - - �� p a o a o ® ® o a - 3 z 4 � 2 , Z s / T96 P6'A!or o PPRPI4LTlON ./ fo I'FLR FLR, m i 247 US Hl7 22N.JaDDLEBORG, P6 17842 - (670}837-2333 FAr 837-0290 4 3 BOX WIDE UNITS 4 TYPICAL ELEVATIONS - IRC 6 30 4 2 1 NOTE,L SEE PAGE A2 FDR NDTES BY, DATE, REV, ➢VG NO, 2.VHEN UNITS ARE JOINED TOGETHER TG FORM DUPLEXES OR MULTI-SINGLE/DUPLEX UMTS,VDNDDVS,DOORS BSL/DRP 18 JAN 03 /-�� 3 BOX WIDE UNITS LIGHTS AND RECEPTS WILL BE RE-LOCATED TO FRONT OR REAR OF UNITS 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' OPTIONAL � s _ 64-0'MAX. LOCATION MAY VARY 13PTIONAL DORMER 3'-0'MIN. W-0'MAX OPTIONAL POSTS BY BUILDER DOORS 6 WINDOWS OPTIONAL SHED DORMER NOT SHOWN OPTIONAL WINDOW OPTIONAL PORCH R❑❑F OPTIONAL DORMER OR PATIO DOOR Y-0'MIN- 48-0'MAX OPTIONAL DOOR LOCATION MAY VARY POSTS ON-SITE _ BY BUILiIIER-,,,,,, 3/4 HR FIRE SEPARATION WALL DESIGN #U344 WEW YORK ONLY) 1 ' I I ❑PTI❑NAL CARPORT 1 I I OPT.3/4 HR.FLR/CLG ASSEMBLY I DOFLCvITY FIRE SEPARATION IN CAPE ROOF ELEVATI❑N 1 1 L._____�_________________ OPTIONAL SEE BRAVING A19 FOR SHED DORMER ELEVATIONS I L------------------------- I I 1 I I I I 1 i I I I I I o 1 - OVERHEAD DOORS OPTIONAL -- (BY BUILDER) ONSITE ,o OPTIONAL WINDOWS.]) y�a PAI-1T MWSM a DR PATIO DOORS _-- --- O nx M7 ❑PTI❑NAL WINGED GABLE OPTIONALUPILUNALg EXT.DOOR OPT. �R' "1•_•>•• '4 RQTY, DOORS AND WINDOWS i (REAR WALL) RMER EAEO MAY NOT SHOWN BE _-__ 3/4 HR.FIRE SEPARATION WALL WINDOOWS DESIGN N U344 TO BE USED ON ALL BEARING WALLS T9d'Ph'Ad'Of' WHEN 3/4 HR FLR/CLG ASSEMBLIES PBRFd=00r _ - ARE USED �%/L ❑PTIDNAL GARAGE HYlES, INC. 247 US HVIIY SZZN, d/IDDLfi'BORRG, Pd 17842 NGTE- GARAGE ON 2 STORY AND UNDER A (570 837-2333 Fd%837-8298 DWELLING IS NOT A PART OF THIS APPROVAL OPTIONAL ELEVATIONS — I R C TESHOUSE EAVE MAY BE OMITTED LO➢ETACHED GARAGES ARE NOT A PART OF THIS SUBMISSION SET. BY, DATE. REVS DWG NOS OPTIONAL DORMER OR EXTENDED 2.SEE DRAWINGS A2 AND A3 FOR PERTINENT NOTES BSL/DRP 18 JAN 03 A 4 MIN.1 HR TENANT SEPARATION VA - - 'SPACE RESREVED FOR THE NEW YORK STATE STAMP OF APPROVAL' ' ON MULTI-FAMILY • Y - Q-1 HR IF INTERIOR LOT LINE) FLOOR ELEV.MAY HE FLUS _--_ 1 I ELEV } ELEV ONE MODULE MAY BE OMMI O - THIS LEVEL MAY BE _ ROTATED 90 DEGREES � SECOND FLOOR _ WALLS MAY HE FLUSH O FIRST FLOOR _ MIN.1 HR.TENANT SEPARATION WA - TWO STORY DUPLEXES - 0-1 HR.IF --��`-'-�ARTERIOR LOT LINE) - - ELEV 7-8'THRU 66'-0' 1 7-8'TKRU 66'-0'IN 12'Ott 16-INCREMENTS 10-0'THRU 661-T MAY BE ADDITffiJAL RANCH-BI-LIVEL-DUPLEX-CAPE MAY ADDITIONAL W ATTACHED MULES 16' - -0' ATTACHED GARAGE SHALL BE COMPLETELY ATTACHED MULES SPLIT LEVELS-T5 ORR LS'S TWO STORY INTERIM DUPLEXES F 713 16'-0' THRU 64'-0' SEPARATED FROM THE ADJACENT INTER SPLIT LEVELS-T'S OR L'S-TWO STORY-DUPLEXES SPACES AND THE ATTIC AREA BY MEANS q Z PLAN OF THE GYPSUM BOARD APPLIED , WINDOWS MAT.eG OMITTED _ - TO THE GARAGE SIDE. Cn y Ld DUPLEX SEE ALTERNATE BATH LAYOUTS DOORS SILLS BETWEEN GARAGE AND INTERIOR q Z Q� PFS LABEL,DATA PLATE, SPACES TO BE 4'MINIMUM ABOVE GARAGE _ W Q W 3O OO OO O _ OO STATE LABEL LOCATION ___--_-__-�'FLOOR z V W r-___-�____ _______________may - Q Z Q - rrrr ---- 7'-0' MIN. 10'-0' BIN. 1 ==_m 7'-0' MIN 7'-0' HIM. 3'-0' MIN. i U.U-, 1 I CLO ,O 7 MIN•/o STAI CLO O O Vi OPT.CATHEDRAL Cl OPT.CATHEDRAL CLG I I I 1 z1R 110 pWg3�w ai II S s EE ALTERNATE LAYOUTS \ I I q x _ ¢ BEDROOM I I OPT.CATHEDRAL CLG `T1'OS WALL MAY ELEV = I I BATH N N DEN I I - HE OMITTED - Q W Z C BEDROOM#4 BEDROOM #2 LIN = STORAGE I I 1 1 - � I 1 x g - I I - © „m LAUNDRY II ♦��( KITCHEN - DINING ROOM = I I - 1I i i STAIRWAY I I r - I I }W K J - HEARING I I n n n 1 1 - HVH'IN BSHT I I W S W -{-� = I I / ♦ _-____- ( ♦ n4,-11' MI I I CLO FOR iIBSMT MODEL n ' WALLS \ i l l f ♦ 1 ♦ II ' L A A I I /♦ ♦ ♦ ❑ ♦ / __--_____ZZ �ffIREOPT DRATED DOOR 1 1OOR Z"-'Q PLAN - a m I ❑M --O 1 ❑i = THIS VA AY HE OMITTED 11 11 ��--> IF OPTIONAL GARAGD Z g 1-./ -- 'I I M W 11- n 1 1 OPT.WASHER/ I I _OPT.STAIRS DN / ♦ 1 1 o x o Ta TRANSVERSE ROOF ;a I I II II c HALL / II DRYER AREA II I / ♦ ❑e I I - W C W ALSO ON TWO STORY 1 I _ ' / \ j \ I 1---------4 1 I / ♦ --J 1 q 01 Q' n 1 L----11 L, =========X===-=_ == Z F 1 ----- O �_31© �� ------------- ---------------1 I t-C3 x -� OPT. 1 1 OPT.VALL SEE CLEAR SPAN TABLE I I - I''1 C L)CLO 0 - 1 1 v ♦v �♦ I I a _ =4J 1 1 LO y F-� - - o ♦ 7 L7 16 �t 11 Qz - I I ❑" �� ___ 1 1 y ti ti rc I j----I LIVING ROOM I I W z J ?� II BEDROOM#5 II a z w I I - z CARPORT _ _ o i I I a :2:2 z 11 I s GARAGE 1 1 ¢_J W q BEDROOM #1 FMS BEDROOM #3 I I o n v I I I FAMILY ROOM 1 1 x W ' 1 k=x' oy=� o Ll♦ M i i o o i, i 11 >¢ z I I I 1-4-L-OPT.WALK-IN ♦ CLOSET LOCATIONS 11 - --1i----J I I C } I I 1 CLO. SIZE ❑M > VARY ACCORDING I I OPT. CATHEDRAL CLCi 1 1 x J�'Q VARIES ACC. TO FLOORPLAN ADDITIONAL LABELS I I >_J f - m l l I 1 11 TO FI-LIDRPLAN M❑/> ❑H CLE) AS REQUIRED 11 I I ou �� BI-LEVEL ENTRY I I 1 II1 MIN. 7'-0' MIN. 7'-0' MIN. I ,L' MIN / I 11'-8' MIN 1 1 t 0'MIN Z O-'E p -_______ 11 14'-0'MAX.• C O.Q q OVERHANG y Q.X -------------- 1 z Q W 3 OO PFS/STATE LABEL/ C C= - LOCATION 1 OPT.PORCH ROOF Q•i I z x3 _ q W U_F_ I - 1 MASTER FLOOR PLAN L------------------------------------ A INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM I 68'-0'MAX - MIN.1 HR TENANT - THIS➢RAVING AND HE AVAILABLE UPON REQUEST - ; NOTES SEPARATION WALL THIS PLAN MAY BE REVERSED IN EITHER DIRECTION SQUARE FOOTAGE OF A DWELLING UNIT IS UNLIMITED C2-1 HR IF INTERIOR LOT LIND IN PART,OR IN ITS ENTIRETY - L THE 2.ONE HABITABLE SPACE SHA BE 120 SO.FT.MIN.FLOOR AREA WITH 10 FT.MIN.INTERIOR - _ - HORIZONTAL DIMENSION IN ANY DIRECTION LIVING,DINING,DINING IN KITCHEN, AND SLEEPING SPACE SHA BE 70 SQ.FT.MIN.WITH A 7 FTS MIN.DIMENSION IN ANY DIRECTION to, _ ROOM SPACE WITH LESS THAN 10'IS NOT COUNTED TOWARDS 120 SO.FT.MIN 6 LESS THAN 7'IS NOT COUNTED TOWARDS 70 S0.FT.MIN Af, 3,WINDOW AREA OF HABITABLE SPACE IN LIVING,DINING,DINING IN KITCHEN,AND SLEEPING •• d 39 se 3/4 FOL FIRE �� SPACE SHALL BE BX OF FLOOR AREA FOR NATURAL LIGHT WITH 47.OPENING FOR RATED DOORS TYP. HANDRAIL NOTES VENTILATI13N MINIMUM. ARTIFICIAL LIGHT L VENT MAY HE USED PROVIDING IT'MEETS NY COZ♦,� 6 - 1. STAIRS OR STEPS MORE THAN(3) RISERS SHA HAVE A HANDRAIL OR RAILING PARALLEL 4 THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT EXCEED THOSE SHOVN pAt��+„I•6�� TO THE STAIR SLOPE ON AT LEAST C1) SIDE, UNLESS BOTH SIDES ARE OPEN THEN RAILING ON BRAVING A44,NOTE#2L IS REQUIRED ON BOTH SIDES OF STAIRS 5.EACH DWELLING SHALL HAVE @ THE PRIMARY LOCATION A MAIN ENTRANCE DOOR- jib ® AL9rs4'€ 4 2 TOP SURFACE OF HANDRAILS AND RAILINGS SHA BE NOT LESS THAN 30' NOR MORE THAN -THIS DOOR SHA HE BOTH A SWING TYPE DOOR AND HAVE A 36'MIN. WIDTH, ❑ 6.HABITABLE SPACE IN LIVING,DINING,DINING IN KITCHEN,SLEEPING,AND RECREATION SPAO� E 36' IN HEIGHT ABOVE THE FLOOR OR TREAD LEVEL ON STAIR RUNS, THE HEIGHT SHALL HE SHALL HAVE IN ADDITION TO PRIMARY EXIT AN EMERGENCY USE OPENING TO LEGAL OPEN ab pa.� Iwo MEASURED DIRECTLY ABOVE THE RISER FACE SPACE OF 5.7 SQ.FT.MINAGRADE FLOOR MIN 5 S0.FTJ WITH A MIN DIMENSION OF HEIGHTIF RECESSED DUPLEX ENTRY RECESSED ENTRY 3, CLEARANCE BETWEEN HANDRAILS AND SUPPORTING WALLS SHALL NOT BE LESS THAN 1 1/2' MINIMUM WIDTH 201,AND A MAX SILL HEIGHT OF 44',BASEMENT OR CELLAR 54'MAX. ENGIN �.- 9 THI PARTY. ENTRY MAY HE FLUSH ❑i �7'-0' MIt� - 7.PFS LABEL,DATA PLATE,6 STATE LABEL SHALL BE LOCATED UNDER THE KITCHEN ?+3 e _ SINK EACH ADDITIONAL UNIT WILL HAVE EITHER A THIRD PARTY LABEL OR STATE '9� • m 4� LABEL R(AS REQUIRED). LABEL LOCATIONS SHALL BE INDICATED ON INDIVIDUAL ` �•'�•'� ® , S.HABITABLE SPACE SHALL HAVE A MINIMUM HEIGHT OF 7'-6',AND HALLWAYS,CORRIDORS .® �p ULA O BATRHROOMS,TOILET ROOMS,AND LAUNDRY ROOKS SHALL HAVE A CEILING HEIGHT OF p NOT LESS THAN 7'-0'MEASURED FROM FINISHED FLOOR TO THE LOWEST PROJECTION FROMTHE CEILING. ,}} °��qy,�.■6 i 9.DRYER TO BE VENTED TO EXTERIOR - - 10.OPTIONAL FIREPLACES SHALL HE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND NFPA.211-1992,AND SHALL CONTAIN THE UNIT SPECIFICATION a AND ll.FIREPLACES SHA HAVE PRORERS TVIISIGNS FOR SUPPLYING OUTSIDE AIR FOR COMBUSTION €€VVI# Z ' 12.GAS WATER HEATERS SHALL NOT BE LOCATED IN BEDROOMS. / 13.HANDRAILS FIELD INSTALLED&ALL WORK DONE ON-SITE SHA BE APPROVED BY THE T9d Pdd6 OF LOCAL BUILDING CODE ENFORCEMENT OFFICER —//- fry PPRP6'L 6w _ 14.ROOF COVERINGS SHALL BE OF A CLASS'A','B',-Cl MATERIAL _ -/!/ i �PJit•1 .o m I5.GAS FIREPLACES SHALL HE PROVIDED WITH THERMAL-VENT DAMPERS - _- 1❑ - _ - i 17.ALL16. VEK OR HEATINGEQUAL EQUIPMENT.OTHER THAN ELECBARRIER T.H SEBOARDBE TALLED ON ALL OR HYDRONIC BASEBOARD WALLS _ s ErrL�S INC. HEATERS,SHALL BE INSTALLED ON-SITE HY BUILDER 247 US H1IY 52217,2333 FAY 83 PA 17842 ❑� 18.HABITABLE SPACES SHOWN MAY HAVE SUBSTITUTED WINDOWS S DOORS AS LONG AS THEY (570}-897-2333 FA%837-0290 O MEET REQUIRED LIGHT,VENT 6 EGRESS REQUIREMENTS FLOOR PLAN MASTER - IRC 19.ROOM SIZES SHOWN ARE MIN. REQUIRMENTS THEY MAY BE CHANGED AS LONG AS THEY HI-LEVEL ENTRY RECESSED BI-LEVET_ENTRY BASEMENT STAIRS BASEMENT STAIRS SPLIT LEVEL STAIRS - MEET HABITABLE SPACE REQUIREMENTS WMEERT NEAP BY, DATES REV. DVG NOi A OPTIONAL REAR ENTRY - STRAIGHT ROW sPL-1T R°W - BSL/DRP 18 JAN 03 HS 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 20'-0'MIN.66'-0•MAX 20'-0^HIM fi6'-0'MAX. - BASEMENT-13R CRAWL SPACE - (NY)2 ADDITIONAL FLR JOISTS - S)IPLOOSE CLG GYP HA FOR _ RE=D UNDER TUB,WHIRLPOOL - ACCESS TO DID STORY PLUM& _ lrsA VENT FLR KIT; 1 DVV © ,vm"�u'Ems'."t c�1T`cml Oa Oa Q � 1 1/2 nw � 11-6'MIN - - THIS WALL MAY 41-11'MIN IV-6'MIN LIN 2 VENT - HE 014T'[ED _ VC - WHEN REUM TUB/SHOVER FROM it FLR KIT SINK— 2'VENT CL➢ O >< (SFE NOTE#14) © 3•VENT TKRUSINK zj = BATH#1 ❑M s BEDR[DnV u ® CLO 7'-3' RDe.D FROM 1st FLR vv BEDROOM R3 COPD s _ SFE SID#IfS51Ql 9DE'f i4 FlIIN 3-DRAIN FROM YY A QC. 2Atl FLOG 1 2.DW KID RMIN 3 m PLUMBING i ELECT CHASE- SEE IC170BTN LAY[MS - - C _ _ ® BATHROOM FLR MATERIAL? = - m SEE SUB SHEET 9 FOR c - KITCHEN DINING R�1 LIN SHALL HE WATERPROOF rAx STOPPING �� -_ VINYL 33E WATG R ON w '➢ g - = SEE SUBMISSION SHEET u FOR 2'BASEMENT- ❑I SITE TILE i p ID ID ® i I»� I Q ALTERNATE KITCHEN LAYOUTS `m+T BATHROOM FLR MATERIAL - '� - 3/4'HOT i COLD POTABLE 0 SHALL BE WATERPROOF -- - SUPPL'Y LINES TO 2ND FLR m 7 SEE SUBMISSION SET SHEET FDR - 5 HALL VINYL FLOURING 1R IBV R.0 2'Dvv IrAvas _ RNLI ALTERNATE HATIN LAYOUT n s - - _ 1 12'➢VV SITE TILE �F�ADER - - LIN LAV u - :ml❑MCSEE CALL,MANUAL FOR SPAM GYP BIL FOR I9 ® ACCEssHIPLO°TD 2ND SiIDEYY Pi UMB - TUB O ®D'L LABEL - r - • - ' WHEN RECU TA R L, A OPTIONAL BMIMM(CAPE) °' - ATERNATE�H7°ATH LAYOUTS N SET SHEET#5 FOR CSEE NOTE 111 - S - YSUT MAY VARY LIVING ROOM - - OPTIONAL nEN/FAM ROM m D VC BEDROOM#I BEDROOM#2 N W APPLIANCE & MECH. EQUIP, LOCATION PLUMBING i ELECT.CHASE (1ST STORY OF 2 STORY) 4 IN TYP, CAPE AND IST STORY ❑F - s o EE '-FOR a 2 STORY CRAWL SPACE MODELS z NG FOYER 3/4•HOT i COLD POTABLE s WALK-IN 3•VENT DRU ROOF -o SUPPLY LIKES TO BUD FLR `T I ttO.SEf FROM lst FLR 0.0 ❑x WASTE FROM 2ND STORY - - r C3A AIMLL LABEL 7'-G'NIM, 7'-0•NIM, -7 MIN ❑M H'-9'MDL Er-9'MSN. (OPD (SE:NOTE 4) - _ - ❑ O OO (D O REGLD2UNDER T1 UUB,WHILRLPOSL S O O, CONTEMPORARY TWO STORY MODEL-OHIT BATH#2,WIC CAPE AND IST STORY OF 2 STORY (OPT OCR) COPT OOR) AND BR411 AND OPEN TO IST STORY HANDRAILS ON-SITE BY I _ TYPICAL SECOND STORY - I BUILDER HAN➢RAILS-NOT T13 PROJECT MORE THAN - - 3 1/2'INTO STAIR WIDTH - (NY)2 ADDITIONAL FLR JOISTS (TYPICAL) _ RE).D UNDER TUI,WHIRLPOOL ` SEE PAGE 31 FOR ADDITIONAL INFO, - Wore, MT4 VA. - 1 I/2•DW �i Mm 14 RISER CAPE & TWO STORY 14 RISER I yr VENT STAIRS TJIV� _ /SHO - KIT SINK 3THRU ROOF - _ BATHROOM FLR MATERIA FOR 2ND FLR L - _ SMALL BE WATERPROOF , KITCHEMAIMNG ROOM 3,BRAIN (� VINYL FLOORING OR ON - - TO 1st FLR ALJ( C _ SITE TILE - S 1 ALSEEESSUBA ES SI KEET#4 OR i -ATH I LANDING _ 2'DWV 3/4'HOT&COLD POTABLE - ___ LINE FRDM IST FLOOR - --- 1 12'DW CI 1/2'DRAIN , _ - I _ II 1 ` WATER HEATER Iv4vrs II w,IDw RELIEF DRAIN 2'BSMNT VENT I DT - 3/4'HLCOLD POTABLE 3'DRAIN DOVN LINE TO END STORY y[Arely 2ND FLOOR DECK TO 1ST FLODi(i VENT TMiU ROOF - 1 1/2'DW - s - _ BM-STTE BY HLDR 3•VENT FR@1 IST FLOOR THRU ROOF VP3510 PER(DDE �- ACCESS T 0.G.GTP BD.FID! 2'BSMNI VENT ❑I - - - C_ � RC0.SS 1B 2ND STORY PLUMB 3'DRAIN FROM (IST STORY OM Y) 2nd FLR RTA rule,STATE IARC I _ 1 oNY)2 A➢DIT!@IAL FLR JOISTS Arm P)S,.m LRATAN i I RE=D UNDER TUB.VKRLPOOL 3' 2nd # I Q HRA HATE SIAre YH3 F TO 211#FLR- Oj © AIAI PFS ulFl.lSal01 1 2'DW 7•-n'MIN - 7•_#.MIN oPT.>, LBT.D _ - TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX - KIT SINK KIT SINK /S a FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) A �O VIC 4 V o BEDROOM#I 41 4BEDROOM#I C KITCHEN/BINING A A N❑TES'O KT3UT ® -WATER HEATER - WATER HEATER 1. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED CSEE ARi)MNT 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT COM DETAIL T (SEE DETAIL pI I ❑) THIS SHEET) : ❑I I THIS SHEEnR EXCEED THOSE SHOWN ON DRAWING-A44, NOTE #20. ®® . ® BASEMENT STAIRWELL 1�-� ❑ 3. 36' SIDE HINGED PRIMARY EGRESS DOOR REQUIRED q as I smpLmsE 0.C' P BS.FOR (SLIDING GLASS DOOR IS NOT ACCEPTABLE) ACCs TO 2ND�r PLUMB © •0.0 -MINIMUM SECONDARY EGRESS DOOR REQUIRED. DWG. A5, A6, A7 �: PAUL2ENNY80,So rA 40 © I ® CLO - HALL 4. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST !�AA ' m ID ONE EMERGENCY EGRESS WINDOW OR DOOR, EGRESS WINDOWS SHALL HAVE A V� A U341- SILL HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING DF 5.7 SQ. FT, MIN. A m so 3/�HR FINE RATED CLO CIA A NET CLEAR OPENING HEIGHT OF 24' MIN. AND WIDTH OF 20' MIN. AS PER DOOR W SELF CLOSURE 3/4 M+•MUL RATED WALL SECTION 8310 OF THE RESIDENTIAL CODE OF NEW YORK STATE _ ll➢D,L LABEL ® _ vl i�� ® 3� ' WHEN RELDLABS 5. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE w NEER .4 HIR➢�RTY' 14 (SEE NOTE ID CSEE NOTE IV INDICATED ON INDIVIDUAL FLOOR PLANS �to - LIVING ROOM 6. SEE DRAWING AS FOR ADDITIONAL NOTES AND DETAILS �So. - QO4>Q LIVING ROOM 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM z T: FDR DWELLING OVER DWELLING _g _ STAIRS - - 2ND FLOOR STAIRS SHALL o THIS DRAWING AND BE AVAILABLE UPON REQUEST 4[e s s® �• �J HE EN0.OSED Br#340,U341.OR VP3510 BEDRODx#2 z BE ENCLOSED BY U340,U341•13R WP3s10 _ BEDROOM 02 S. ALL WINDOW LOCATIONS MAY-VARY ACCORDING TO �� 2 LAYERS OF 52'TYPE'r GYPSUM SHALL ^ _2 LAYERS�5/B'TYPE C. GYPSUM SHALL - INDIVIDUAL FLOOR PLANS - _ HE APPLIED TO BOTTOM OF STRINGER. HE APPLIED TO BOTTOM OF STRINGER. _ - 3/4 Mls RATED n➢oR 9. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO �' 4wlk �� ❑ INDIVIDUAL FLOOR PLANSgy 0 7•-0'MIR - 7•-B'MIN - 71-#•MIN. 7•-0'MIN 10, GAS WATER HEATERS PROHIBITED IN OR OFF b"'6 :i :a OF SLEEPING OR TOILET ROOMS 11. ONE PFS, DATA PLATE AND STATE LABEL (IF REQ.D ��f, agA'PZAr of PER LIVING UNIT) SEE NOTE #5 ABOVE �/!L ./Zp 'r PJ Pcrlov NOTEA Oa0 Oa ❑A '� 1WSrasm �a 12, DWELLING UNIT OVER A DWELLING UNIT SHALL HAVE A 3/4' HR. MIN. - L FLOOO/C FILING ASSEMBLY BETWEEN - I 1.FL rnm/C<SING ASSEMBLY BETWEEN - HO1MLli S INC. DWELLING UNITS SHALL BE L539 - - I FIRE RATED, ASSEMBLIES BETWEEN OCCUPANCIES. BOTH FLOOR-CEILING (SEE DVG A42 FUR DETAIL). _ _ I ➢WELLING A42 SMALL IL L539 (USING TYPE 2.2ND FLOOR SHALL NOT BE OPTIONAL PORC3N ROS - _ y I CSEE nvG aa2 FDR DETAIL) TO FOUNDATION ION,SHALLUBE 3/4 HR.BEARING RATED USINGRM MOISTUTING RE - .zss Ds m 6 l®DLSBWtG Pa 17812 CANTILEVERED ________________I6'Nnt TI62U 66•-0'MAX 2.00 FLOOR SHALL ANTILEVERED MOT (670)837-P533 F97 BBF-BfM1 161,MIN TMA)661-V MAX _ RESISTANT GYPSUM ON EXTERIOR. STAIRS TO SECOND FLOOR-SHALL BE _ ° FIRE IRC TWO FAMILY FLR PLAN TW❑ FAMILY FLR PLAN SEPERATED WALL INCLUDFROM ING FIRST FLOOR D5ELLTYPEY 3/4 HR. MILAYERS ATED'X• FLOOR PLAN MASTER — ONE DATE. REV. G N0 (2ND STORY OF DWELLING OVER DWELLING) (1ST STORY OF DWELLING OVER DWELLING) UNDER BSL/DRP STAIR. BY- _ DV' 18 JAN 03 A6 • - - - - 'SPACE RESERVED F3R NEW YGRK STATE STAMP OF APPROVAL' 41Y-0'MIN.THRU 66'MAX - - - - RANCH-RALlFL RANEH1 CRAWL SPATE LT T WAY 6E REVERSED AND ClSIRH2ND CTED AS STORY IF RIGHT UNIT•MAY BE CDNSIRUCTED AS STT STORY IF DIF (..IV DOT OVER LIV IINTC EFUNIT (LIVING UNIT EVER LIVING NMT) 1 RR FIRE RATED FUR/C.G ASSEMBLY NID SEARING WALLS MEQX - TENANT SEPERATIRN WALL - CMT.TO BESIDE IF SLUM Rte- iw - WINDOWS MAY BE CIITTFD OR CJ irm'c�uNn GaAtaa NQ T s2�n Qi ,•°"m'"wx""'riwas'�aw� CJ- �' - - - , _ D O oPr NET SINK NIT 3WC 3'WENT To�FLR _ _ - _ 3'DRAIN FRCI - - aEIIdd1191 al O 2�FLR - - RzoNcoR al ININS Y BATH al Dlmc ROOM KITC EN (] aTnNEx z SM7TIX T a 4_aoa�¢n mo m ra SEE SWEET K - I 1/r1/r DVV SISIOSS®N FCi n V ALTERNATE KITCHEN LAYOUTS 314 ET mCS1�T I ° ® ]u ALTERNATE RATH r0SET917T5 EET asF� Y - .w - •LIN CLO m LIN` - ° ° ° ED - CLE aI R=�4. CR STAIRWELL AIDl LABEL ® ADDU LABEL _ BE RELEGATED yHEN REO.nWHO RECD - - - - CLOSET LOCATION KAY-VARY ACCORDING TO ---FLECR PLAN -LIVING RDx N LIVING R®11BEDROCK a2EEDf®1 a2RAISED RANCH-7ENTRYC'T.CATHEDRAL CCLLING DP,T,GITNEIRAL C ILINGSEEI.TGHTS PICTURE W DOW VINII - �.. lFf1QML PORCI Rlllff _--a---1 - . My LOCATMN OF EGRESS MOR L STAIRS IF CDNSRWL'TED AS _ LIVING UNIT OVER LIVING UNIT allR FIRE SEPERATION REDO) _ - TYPICAL DUPLEX FLR. PLAN MITI,FOR DWELLING EVER DWELLING-2,d FLUB STAIRS swLL N - _ BE ENCLUSN D BY V3Q ASSEMBLY/2 LAYERS OF 5/8'FIRE ' RATED GYP.SHALL BE APPLIED TO aOTTCN OF STRING UL 2' VENT TO CEILING DRYWALL 2ND FLOOR LEFT OFF FOR PLUMBING ACCESS 1 1//2'DVV O OO OO - O O IstFLR IVENT�OaT". nn O H 7'-0'MIN B 7'-0'PON 1 1/2'nv 2'VENT,FROM RO 71 0' MIN • • - _ _ 2'VENT 2'VENT 1sT NT R SEE ALT. KIT 3 DRAIN FROM BATH # ❑N z_ ? LAYOUTS PG. 4 FROM TTIRU ROOF O -2nd FLOOR MUD BEDROOM #4 CLO FROM It FLR 1 I/2'DWV 0 _ ROOM ; ; �ppT,) BATH #1 BEDROOM #3 , KITCHEN 2,WMr VT--,:,. COPT) ^ ^ m 1 Ire nvv COPT.) 3/A'HOT 8 COLD POTABLE I c _ - vp SUPPLY LINES TO 2nd FLR ❑ 0 CWo!P. SEE ALT. BATH o HALL LAYOUTS PG. 5 4064ftcL0 W PAJZIIhL314'kSt1AI ®s�Cab �IB�tY 4 a ' ed DINING ROOM FAMILY ROOM a WALK-IN 0 H 0 04 Q (OPT.) O CLOSET e (OPT.)_ _ _ ZP ENGaIEERN �£� TFRD PAIWY. 11 VV - 9 I r"• ae Q i ❑ ❑ BEDROOM #1 BEDROOM #2q��'�'. e�� ®� _ -3'DRAIN FROM _ - _ BOA H # FOYER 2nd FLDOR LIVING ROOM DEN 1 V 3-DRAIN THRU ROOF 3OT 6 COLD POTABLE "COP.TJ .N ]st�� 6 7 @ g SUPPLY LINES TO 2nd FLR O D'-0'MIN. T-0'HIN CLO T"Pd'A6 OF -..,L PLn'd,�/j,T[lPh7PP�6TJON - _HC/JYJJi L7, INC. ` ❑ _ ISO TIMI 66'-0' - O O L � 16'MIN T18tU 66'-0'MAX - - _ _ - _ -47 O8 RPTF 6PT.N.AffDDLOURC.PA I— FIRST FLOOR OF SECOND FLOOR OF (670)837-2&W-"897-290 THREE BOX WIDE-TW❑ STORY THREE BOX WIDE-TW❑ STORY FLOORPLAN MASTER - IRC NOTE, SEE STANDARD TWO-STORY DWV BY. DATES _ REV. DVG Nd BSL/DRP E- JAN 03 A SCHEMATIC ON DRAWING A46 - 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' VSB TB 5 OW HTR B-3 a LIN B-7 12-2 14-2 12-2 TB SS3 LIN - 19 14 19 - - 12-2 TL GFt r-- VH GF'1 S - 12-2 12-2 9 - B-i o WC I V I 9 14 W B 9 I WC S FL _ WC - I _ S Hrtr� � 1r-�--- - i �---- TB SOOW In r'�L G.4 Lmfr - ODV HTR TH - VJ v'®I I 14_2 , - 140-2 B-81 > - 0 1 - ® B-8 4 VC 1 -- - I WHIRLPOOL LIN WC BT VH B-9 I ---'r---'x ix _ BT 1 I �(yty -3I D B-2 x -4 - B W 1 OV L,� `��®® OOW HT 3 ® O vi i _ 12-2 HT _ - 1 LIN _ comas- 108 1172 . --� 0 B-6 INVER- l�TB V 0 VB TB SOOW HT - - - _ 9 _ 12-2 14-2 14-2 19 12-2 14-2 - • - 12-2 -- - ' 12-2 - 12-2 _ of 12-2 - - anD BLODQNG FDt aDD BLDCIONG - 19 �Ag BARS Q 34•AFF. - I9 GRAB BARS 2 34'AFF. - 12-2 19 GRAB BARS 19[34•AFF. GW BMS @ 34•AFF. 9 12-2 12-2 -I DOW - GFI - 36 '@` 9 F[ S83 9 HT laCKO14-2 1L_ /HAT a2 - B-17 B-13 a IBJ rL g \ FL B-16 WC 7H T L_PL �- Q. 3068 x TH R 3068 1 ` 3068 ' • - - WC 3D6B 1 - 0 B-15 a HwNDIcaPPEn sa xneDICAPPEn BATH x I FL ❑� HANDICAPPED BATH x viNDi s-a• ❑� viNn+.5•-e• 12-2 > - BTC 8-10\•n`sMu+G BA HTR ,�nBBm+G=AKS 0 19 = 1 12-2 I x 51-0.H� N 1 14-2 Q 19 > 3 ❑H . 14-2 OPTIDNAL HANDICAPPED BATH O B-14 O WHEN REQUIRED PER CEDE 4 HANDICAPPED m 12-2 14-2 14_2 - 12-2 12- 12_2 O OPTIONAL HANDICAPPED-DATH _ OPTIONAL HAM APPED BATH DPTMWL HANDICAPPED BATH WHEN REQUIRED PER Cma -- WHEN REQUIRED PER CEDE WHEN REQUMM PER CODE - - - OW 5 J HTR - OW HTR OOW HT WC ) I WC B-2O WC WC FL U B-19 BT _ -FL LIN B-22 LEGEND 3 - > - 12-2 F-�W--- S �I B-'2 VSB or VH VANITY HB-1$ i 0 BFI V F n C FL H > MC MEDICINE CABINET > 1 HT Ow TR 7B PL. MIRROR PLATE MIRROR S - ' I. 12-2 IN Bow H7 TB TOWEL BAR 12-2 > -- 1 - _ _ CFM - 1 W B-21_ SB 19 I ]a 2 1 2 FL FAN LIGHT LIN SSS _ - -B7 1 12-2 14-2 122--2 0 100 S SHOWER (OPT.) - TB I i 14-2 I I 0 70 LIN LINEN CLOSET ® ? _ 12920 O LIN 1 -_ LIN WC WATER CLOSET �® �� 04 - - - BT - - BATH TUB (OPT) �+��` �i- OF �•� Y GARDEN TUB GARDEN TUB C OPT.) - � bPAl1L ig3i'PiYS0I ®�� ds ALMT s WHIPLPOOL WHIRLPOOL (OPT.) m� ts all c ® QS3 HC HANDI-CAPPED SINK JD _ GINEER, © TJ&D PARTY, W WASHER a '�' ®e� w D DRYER V�or A. o �� ` NOTES, 1. BATHROOM WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL'LIGHT & VENTILATION IS PROVIDED E. ALL BATHROOMS'MAY BE REVERSED AND/OR ROTATED 90 IN EITHER DIRECTION IN-PART OR ENTIRETY ® e;a 3. SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT & HEATER SIZE M5 ��1 SAFM GLAZED 4. GFI RECEPTS SHALL BE WIRED SO IF TRIPPED THEY WILL NOT INTERFERE WITH THE REMAINING OUTLETS ON THE CIRCUIT AND LIGHTS MUST-REMAIN ON T9P Pr"OF 5. SHOWER WALL PROTECTION WILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL BE OFA / pBlLFhC770A FIBERGLASS OR EQUAL MATERIAL JZ PE,r 6. ALL SHOWER DOORS AND WINDOWS IN SHOWER/TUB TO BE SAFTEY GLAZED 7. HYDROMASSAGE BATHTUBS SHALL BE SUPPLIED,BY A GFI CIRCUIT 8. REQUIRED CLEAR SPACE IN FRONT OF SHOWER TO BE 24'X30' MIN. 247 US RTY 622x, d[DDLEBxRG.PA 17842 9. A 21' MIN. REQUIRED IN FRONT OF LAV & WC (570) 837-2333 PAX 837-8280 - DOD i D 10. A-30' MIN. WJDE WC COMPARTMENT REQUIRED IRC } I t 11. FAN & LIGHT MUST BE SWITCHED SEPARATELY — 12.BATHROOM FLR MATERIAL SHALL BE WATERPROOF TYPICAL BATHROOMS SITE TILE 13.1 PC FIBERGLASS TUB/SHOWER UNIT 32'X60'X72' HIGH OR ON-SITE BY- - DATE, REv, nWG ND TYPICAL BATHROOM ELEVATIONS TILE WALLS BSL/DRP 18 JAN 03 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 90 3015 30 I1 V3615 iV2430 A 36 30 VC24 CV24 36 V2430 i SH 36 B24 i,^ n i H2p SH 36 5 W HTR m m VC BT j S B-26 m U = VC _ TH e o 3 _ --- L FL WC m (i 3e 12_2 L-- �- rti --1 12_ 14-2 B-25 19 O 12-2 19 I FL 4 14-2 b O 12-2 �^ O S U 19 HT LIN LIN 12082 B-27 K-2 �" K-1 144--2 - - - -- i cr � a cr S a L 12-2 IDDoW HTR HT Q r VC -2 14-2 � BT I 12-2 -29 14-2 O i 2 I � j O o-mc LIN p V I; I I FL z �' i L---------_'^ 12-2 I = g I 19 y = . -------J 12-2 12-2 140-2 120-2 120-2 340-2 O SOOW HTR 1 12-2 - V1 1 ©O W24301 W3015. 12 _ 30 36 W243 i V3615 i VC24 30 A 36 30 120-2 Og VC24 Ab SB 36 B24 --J p�n�b SH 36 B24 .1C) "H12 1 S SBS _ VC 12-2 N N m m - 1` I B I m w B-30 B-3 �- TB 14-2 " Q 12-2 a WC m LIN 19 0 14_2 m m PAN w � m - m K-3 3 _ K-4 TYPICAL HYDROMASSAGE BATHTUB LOCATION 6 WIRING R — �+ �� n OV HTR 5 OV HT - 12-2 R - GP1 1 , O 1 12-2 12-2 GT' 12-2 r r- L B I B-33 I 12_z i 14-2 144--2 IFL '1 R 2I 0 �� 1 3 m S 1 12-2 1 12-2 I O I a I LIN WC H lg WC 9 1. 12-2 �Ir 12 GFI 1440-2 1404 2 O �� °'•e�6�®��®� @ �• pA ALEMI eb m /5� co 1® {�• is •� � ON ENO C 1IRD PARTY. T96 PEA OF APEX PBJ¢FPcrlDA IIOrl1ES,, INC. 247 US HWY 522N, MWDLEBUBO, PA 17842 (570)-837-2333 FAX 837-0290 TYPICAL KITCHENS - IRC C❑NTINUATI❑N OF PG. A8 CONTINUED [IN PG. A10 BY- BSL/DRP DA 18 JAN 03 REV. DVG ND. A9 'RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' REFRI64RATI3R _ V! V 36 V2430 30 WC24 430 rV3015 i W2430AL 36 V183 W2430 pL 36 V36� VC24 WC24 30 V3015-30 VC24 , H18 AIB 0 324 1D2 812 (`,i 824 OO B1e 8818 824 O 36 3124 e �Ab C7i e TYPICAL KITCHEN ELEVATION - PAN L m m .10 . v3mz W2430 v36L5 I i ^ I{I a N I I I 1 11 K-5 V2430 � V3615 K-6 ,z B24 K-8 „ o® 12-2 W-15 17u -430 3 R _ 10 �� _o==� mTnm Ful r== K-7 cr r--'� L 14-2 3 1z-2 cr c* ct _ +— O a1 33.2 14-2 12-2 R I^v12-2 L O O O TOE KICK O I L HEATER I _ 8-3 TYPICAL OPTION 16 ALL KITCHENS 2 GAS rvapnct orulrz S O L 14-2 -Gp5 LOSS W-=8T eim.OER - - O i al S O I --L------- A 12 - -- W2430 W2430i V3015! i V3615 V2430 A 36 V2430 V2430 ,V1 V3015 i V243 V243 V3630 V3015 i V2430 36 V2430 ©A 36 VC24 ©O PAN V243 ©A 36 2430 i V3015 i 30 H24 SB 36 BI �`�VC24 ��6 H24 S8 36 B12 C9,�C24 824 36 H24 �-1 (jl 824 36 H24 H24 WC24 9b B12 S8 36 824 12 a"�s•' t� — G� > w 'T _ i{ � !� m - m ,o i� � _ d 3 ';{ 3 3 r� !i BIB "�. l?DHiB H24 B24 I83'V3015� 183 V2430 V2430 K-9 K-10 K-11 K-13 K-12 R R !61 , 6f 77,a , 6[ 5 r F � �V p ; � -� (F1 R � �0fi 61 32_2 12-2 2 y c 1 32.2 0 L 14-2 O L 14-2 I�r -2 O O3 O H � 14-2 12-2 II O L -1d/^=�J2--� II I; X27' I d 27• O O ! ------'_ I 32-2 AFF 12-2 AFF "�----- —1 " L 140-2 w g I 12-2 S _ L-----0 J L-----J �,^F - R I 20 L------- 3 O �p A. A THIRD PARTY- ALBERT V24311 36 V2430 W2430 027 WC24 4 W3630 A 36 V3630 WC24 N 49 12 Q 36 B24 B24 0 1124 SB 36 B24 VC2 - >00a !� 1. STANDARD GAS RANGE RECEPT IS 110 V., 20 A. SEE PAGE All FOR-ELECT. RANGE VOLTAGE/AMPERAGE. o e 18 2. ALL KITCHENS SHOWN MAY BE ROTATED 90 DEGREES AND/OR REVERSED IN EITHER DIRECTION s 3 w 3 a N s IN PART OR IN THEIR ENTIRETY, 1wa. r 3. KITCHEN CABINETS MAY BE OMITTED AND FURNISHED/INSTALLED BY BUILDER SUBJECT TO y LOCAL INSPECTION. 3 e ` n 4. KITCHEN WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION �� a ee""��♦e ®� 0 O�O e 3 IS PROVIDED. �� p'D a fit% 34•H4RRF 5. ALL RANGE HOODS ARE VENTED TO THE EXTERIOR USING SOLID DUCTWORK. err'' 6. RANGEHOOD FAN TO PROVIDE AN AIR EXCHANGE EVERY 30 MIN. (MIN. 100 C.F.M.) RE-CIRCULATING TYPE RANGE HOODS MAY BE USED AS LONG AS A'MIN, OF 4% VENTILATION IS �- �I � ��P�� K-14 K-15 PROVIDED FOR THIS AREA (BY MEANS OF NATURAL VENT) - 7. SEE INDIVIDUAL FLOORPLAN FOR EXACT KITCHEN LAYOUT, Ed PROTECTED 8. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SHALL BE GFI n R a R 9. A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH COUNTERTOP WITH A LINEAR LENGTH. of a o-i `� -- GREATER THAN 12'. MAX. SPACING BETWEEN RECEPTS TO BE 48'. COUNTERTOPS SEPARATED BY IlJ'-FlJI APPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS / -,00zPEx Pej'FzcTnw 14_2 10. STANDARD 30' HIGH OVERHEAD CABINETS MAY BE REPLACED WITH 42' HIGH L O 11. ALL B24 CABINETS MAY BE REPLACE WITH DWS OR DW HOMES, INC. -------- 12. i1 12. CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES 247 173 HAY 522N, dfIDDLEBGRG, Pd,17842 (570) 637-2333 FAX 837-0290 01� I I 27• �F_ TYPICAL KITCHENS — IRC 13 ` 32_2 , F tO 12-2 HYD BSL/DRP DATE, JAN 03 REVS DWG N0.A 1 0 AFF ra----— ---- O - 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' WALL WALL-�, 125Aa DISCONNECT METER AND BASE 200A SERVICE , BY BUILDER GENERAL ELECTRICAL NOTES CIRCUIT BREAKER WIRE LOCATMN VOLT 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN 1 20A 12-2 SMALL APPLIANCE 120 COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE., z 20a 12-z SMALL APPLIANCE 120 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N.E.C. 3, GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. 3 20A 12-2 GEN.LTG. FOR KIT, BRK. NK., AND DIN.RM. 120 4, ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. 4 15A 14-2 GENERAL LIGHTS AND RECEPTS 120 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. 5 15A 14-2 120 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70n. 6 15A la-2 1207, PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER, 7 15A 14-2 120 8. 1 0 3 WIRE, 240V, 200A SERVICE - SERVICE PANEL w/ MAIN DISCONNECT IS STANDARD a 20A 12-2 BATHROOM RECPT. GFI 120 9. CIRCUIT BREAKERS ARE 10,000 A/C. 9 20A 12-2 BATHRI30M RECPT. GFI 120 10. WIRING IS NM-B CABLE w/ GROUND 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4' OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE 10 20A 14-2 EXTERIOR GFI RECEPT. 20 PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES, 11 20A 14-2 EXTERIOR GF1 RECEPT. 120 12, NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS. CRI - SUPPORTED 12 20A12-2 MICROWAVE (OPT) 120 WITH INSULATED STAPLES) 13 1sA 1a-2 DISHWASHER/GARBAGE DISPOSAL 1z0 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE 18' A.F.F. 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED 14 20A 12-2 WHIRLPOOL TUB (GFD 120 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. 15 25A 10-2 WATER HEATER 240 16. CEILING LIGHTS SHALL HAVE A-MINIMUM 18' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL (IEt CLOSET LIGHTS) N.E.C. 410-8 (2). 16 40A 8-3 RANGE 240 17. EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. 17 20a 12-2 WASHER 120 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. 18 30A 10-3 DRYER, 240 20. ADDITIONAL OH=SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. 19 15A 14-2 GENERAL LIGHTS AND RECEPTS 120 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT w/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. 20 22, ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED 21 - 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING 22 20A 12-2 ELECTRIC HEAT 240 CODE 1000.2 f - 2. 23 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED 24 IN BASEMENT AND WIRED ON-SITE BY BUILDER, 25 25, (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SQ.FT, 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG WIRE IN CEILING, FOR 26 ON-SITE INSTALLATION BY BUILDER, 27 '27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL 28BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD 29 DIAGRAM FOR SUB-PANEL NOTES). PED AND RATED PER THEIR APPLICATION BY 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOP w 125A SUB-FEED - 12-1' SPACES, 24 MAXIMUM POLES (GENERAL LIGHTING CIRCUIT ONLY) A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. 0 DUPLEX RECEPT OUTLET r--� 30, LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM AGROUND FAULT CIRCUIT I I 2'-0' SNITCHED RECEPT OUTLET I T__B I OR 2-0 X 4 'X'2'-0''-0FLOURESCENT LIGHT ' FL13URESCENT INTERRUPTER DEVICE, ocn WATERPROOF G.F.I. L-- LIGHT OPTIONAL 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED 0 OT RECEPT OUTLET a 43 1/2' AFF. OO EYEBALL LIGHT BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. x, © RECESSED 'CAN LIGHT' 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALONG THE WALL LINE SHALL HAVE A w DISHWASHER RECEPT OUTLET RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER GIP 240 VOLT RECEPT OUTLET ® RECESSED LIGHT 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE 0" GAS RECEPT OUTLET O SOFFIT LIGHT SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY Xc GAS LINES ON-SITE BY BUILDER ® RECESSED INCADESCENT LIGHT 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS S SINGLE POLE SWITCH MI SURFACE MTD FLOURESCENT LIGHT S3 THREE-WAY SWITCH 0 TELEPHONE JACK S4 FOUR-WAY SWITCH TAF Ds DIMMER SWITCH FTELEPHONE JACK -WALL PHONE TYPICAL WIRING TECHNIQUE FOR SUB-PANEL FEEDERS ° FL 679 FAN/LIGHT CON COMBINATION OPT. � TELEVISION CABLE OUTLET °O O2 CO2 DETECTOR MAIN PANEL SUB-PANEL TL 696 FAN/LIGHT COMBINATION OPT PE 200 AMP EQUIPMENT 125 AMP Om PHOTO ELETRIC SMOKE DETECTOR GROUNDING O OPL P EQUIPMENT MAIN BUSBAR ISOLATED RANGEH00D EXHAUST FAN IV CATEGORY 5-INTERNET/PHONE JACK GROUNDING NEUTRAL Q OUTLET BOX w/ INT. LIGHT FIXTURE BUSBAR BONDED MAIN BUSBAR Oa OUTLET BOX W/ EXT. LIGHT FIXTURE ® CENTRAL VAC OUTLET NEUTRAL LMETAL - ® SSRApCLG MTD SMOKE DETECTORBUSBAR SPOTLIGHT FIXTURE O ® PANEL BOX OGROUNDING SCREW pAhJS.FlRa©r,TI RECESSED 'CAN LIGHT' WATERPROOF GFI1 �® THERMOSTAT �9q AEMT°¢MES DOOR BELL0 JUNCTION BOX X GROUNDING SCREW m�-Ar t92 ® 60' STRIP RECEP OUTLET #2 THIN (90 DEG.) CONDUCTORS O o !� i.6.a it tC448 ® co 48' STRIP RECEP OUTLET O OUTLET BOX - OMIT FIXTURE TO BE ENCLOSED IN CONDUIT o CIRCUIT NUMBER METAL BOX A GW (0,0 ENGI WRTY, GARBAGE DISPOSAL OTHER MISCELLANEOUS ELECTRICAL SYMBOLS TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS ❑F � e � Tv Do m=mw m� NON-CURRENT CARRYING METAL BOXES 'o � BATHTUB WIRING DIAGRAM 10 (Dim D+cmrne F USED FDR CAPES(SI�VN OF M SIDE of THE DRAVULS. mo o FDR RADON PNP VI MED WHEN VE ARE MT FIN SFDNG SE=M FL®R GF HWM g, B GFCI BREAKER REMOTE BUILT-IN JHOX IN FLR s �L BATHRDDM CIRCUIT r------1 WALL TIMER yT @5e FOR BSMT SD GPI 120 VAC j SWITCH SWITCH BONDING p p ,[!�� H 20 2 I I HOT r--T OILK) r LUG V zoo TTI ATTIC J.B.® �"Vl�A, ucaFTlNc AND RErtPTAn.Es i I I I #8 WIRE BOX SITN BLOCKING F13R 20ENUSED s THERE 13 ELECTRIC MEAT i i - T9d'PP..9P OP PADDLE �� .�P�'X. Pd8F8CTl8lV HO�LlES, INC. NEUTRAL (WHY) COLD WATER PIPE 247 OS BTGBWdY 522 N, MIDDLEBO'RG, Pd 17842 I 1 I I I I ■/ PIPE GROUND CLAMP (570) 837-2333 Fd8 837-0298 I IMOTOR GROUND (GRN) 1 I MASTER ELECTRICAL PLAN - IRC GN➢. L-_____J L__J L._-� BY, DATES REVi DWG NOS BSL/DRP 18 JAN 03 A 1 1 'SPACE RESERVED FGR THE MARYLAND STATE STAMP OF APPROVAL' t - PANEL BOX L13CATION MAY VARY 14-2 8-3 PANEL BOX LOCATION N BASEMENT,pJ O4 16 OF BASEMENT MODELS----- Gm --------------------� --�-----� ----- -------------- ---T1 r-------e=====�--- - CT CT 12-8 2 I 1 rr- 1a-z FT 1a-z DB GI 1 12-20 1052 CT _ 11 I I I OPT, I OO OPT. I 11 LT. I FL LT. �.� - - 12-2 I I I I ------0 OPT. II I LTI Q I O II 1 I 1 ' 14-2 L r- -------- L I I I I i♦ I I 1 -- c i`'I O -I 1 1 �m`♦ I I - � ILII I L------- L m I I I EF 1 ♦ ♦ L-----1--- ----y S - 1 12-2 r---- -- ------y I I - / S3 IL-------- _- ---------- SD ____ _-- 13 S3 ♦ I l 1 1 i i SD sn L-- --- L /♦ 1 I r----- 11 I I I`I ------- SD - i \3 I 11 I - I ` J_AMP I I S� S __ _ --t------ __�� - I ---------------- $3 I I--- --�♦ / / S S SD SD S 14-2 i I I 14-2 O -NOTE-T. WHEN I t I I ♦ I ♦` I I O I I ARE BST' I N EIPTI13NALSGARAGES STHEYEDI --_- I I STAIRS I• SHALL BE GFI PROTECTED I I 1 1 --------- T-- i I I \ OPT. I a I L-----r I - 11 I I S LT 3D4 6 1 1 - I I OPT. LIGHTS FOR GARAGE 1 I OPT. `J I I I AND AM. RM, (LTS MAY 1 I I LT OPT I I L_ 1 BE O ITTED-FOR FAM. I I I ____ I I WHEN SWITCHED-R T I I I I I L I I I 14-2 I I------ I I IS US D) I I I I I I I I 11 - _ I I �`♦ 11 I I - 1I - s__few TYPICAL WIRING DIAGRAM SEE INDIVIDUAL FLOORPLAN FOR EXACT VIKING. _ INDIVIDUAL VIRING DIAGRAMS AVAILA13LE 6 y--1 6 - • I NOTEr-- NOTE I .- - r 6 ~ 1 I - I I I — I •A 1 I - VP G GFI A Lri w WIRE TO BE STUBBED THRU FLUOR FOR BASEMENT MTALLATIDN OF SMOKE DETECTOR �I S9 b�g ' FAULT TN726W 6�- � EXT. WALL r p= T o SHEATHING - ab m ' m� o I 4' VIDE,GROUND 'im u • � ___ I • - ALUM. GROUN➢ T9D r a STRAP. RUN FULL 3/8'x3'LAG SCREW OR vp _ ® _ I 1 i u 2T. 13 FIDING, SELF TAPING SCREW WITH Ep ENGIN .`-' P _ nl - 6 REAR (ON-SITE) STAR VASH GROUNDING STRAP STAR WASHER, RU 100 �'m O : J .! 1 L F'T -r ____ ON-SITE ALUM.SIDING I - 6 I I I-I" _ 3/8'x3' LAG SCREW OR SELF TAPING SCREW w/ STAR WASHER, THRU �1J= _ �{ I I �I AND GROUNDING STRAP 20200 � ly n a 7 �AL STR PALUK GCONTJING %.A } 20�-, 1 0 (d JJ I ��rry Td2'Pddd OF - - � �ZPL'tl PdRFdCTlON ALUMINUM SIDING GROUNDING DETAIL 1Y01I�ES, INC: - �� - - _ _ 247 OS ffiGBl►dY 622 N, IlIDDL8BUR0,Fd 17842 _ (570) 837-2393 FdS 837-0290 MASTER ELECTRICAL PLAN - IRC BYEDATES REV' DVG NOS BSL/DRP 5 SEPT 03 A 12 -RESERVED FOR THE MARYLAND STATE STAMP OF APPROVAL' • S 1 GCTqp n r S cr �� , I� 1800W o 75OW ULyyrUi- 1800V 20 FLR 1800V - 12_2 _ ELECT.DROP I _ 8-3 XL 16 T I I 4'r 12-3 12-2 -------------------- i u, I 12-2 I _ L P- ----- o 70,10 'O 1 12©-32 _-____- 1 a I B I - . uNtr oy n• A¢ T I Ol I GFI I I T I rAx S T lO1 1 ° $3 S4 19 S3 19 1 ---12-------------J, SD 12-2 -- ----------- ---- L "r o-�_iO2 © O I TO IST FL - BDX S 1000W B91T sn SSa 2 3 0 ELEC. DROPS �� sn 12-2 T m IE-2 S T 10 12-2 F 12 1 - 9 T 22 S3 SD S l�J 14-2 - _ I l0 - 5 __ t-1 •j �--- '-- ----- 120--2 _ _ ZI j 12-2 1 1 21 .00e UNIT'C' ` y I 1 . - - UNIT 'A' , a T 1 Iil ! -------------------- - - - L _ SD L Lf O y_____________________ __i IS00V 1800V ZI y-y - I i • - o1 2-3 1 L 1 - 1 z000w ' 180ow TYPICAL SECOND STORY ELECTRICAL S. XL ----- - - TYPICAL CAPE & 1ST STORY OF 2 STORY ELECTRICALVP - - GFIF 6�'7 i R 1250V 11L 61 Cs'1 0Fi Sri I 12-2 i_ j1 II _ 14--2 0 12-2 II r _ •li o _ - - 16 3 12-2 8 r-� 3e, I I ;, r - `UI II I1 l� 12-2 20 114-3 L 1 T , I 10-3 ----- - 12_2 o - •- _ 4-2 m -2 1 1 I TYPICAL PANELBOARD.LOCATDIN yy T FOR CRAWL SPACE MODELS --J 12-2 - - T _ ______ ___ _ _ _ — -1 F --------iY , I WAsmt 37 - _ �a ��-- - I O ^p.m m MR J=IN ® f�A o Imo°;" 2 LJ 1 4 3D L 192 S3 3 T _ _ FOR R I T S3S3 ELEC.DROPS ELEC,DROPST S3 3O - . 120-2 m s3 T _ ,n- _ I F- _ - �--- 12_2 I L L I- _ - _ 10-2 14-2 14-2 I _ I - L----------- _ _ TYPICAL APPLIANCE AND MECHANICAL I - _ - -. Iii EQUIPMENT LOCATMNS 1N CRAWL MODELS •i _ - 1 - �- - s� Fo co ca r10 -----------J mp � --- --------. -- - 11 Ir,-------------------7 S9 • 1250V 2000V r�i i I irn 2000V 1 1250W • • 1 Sas I � ••• �6•• �� VP ` X u J a GY1 - TYPICAL DUPLEX- ELECTRICAL �� X40 NOTES- 1. 3 _ 1. THE ABOVE ELECTRICAL PLAN IS SHOWN AS A TYPICAL LAYOUT 0- ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE SUBMISSION SET DRAWING All, A8 THROUGH Al2 / paa � T�Pisa of 2. HEATER SIZES SHOWN ARE FOR ILUSTRATION.PURPOSES ONLY 1 ��ZPL�'x A HEAT LOSS CALCULATION WILL BE DONE FOR EACH INDIVIDUAL HOME'S, INC. FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS 247 US H11I'522N, MIDDLSBURC,P9 178 - INFORMATION SEE SUBMISSION SET DRAWINGS A44 (570)837-2333 PAR 837-0290 3, ELECT. CIRCUIT LEADS FOR UNIT 'C' TO BE RAN IN CEILING TO SPLIT W/ LABELED 'AMP' CONNECTORS FOR pN-SITE CONNECTION TO LIKE LABELED 'AMP' CONNECTORS TYPICAL HEATING AND ELECTRICAL _ IRC IN UNIT 'D' ROOF CAVITY. CIRCUIT LEADS FOR UNIT 'C' TO BE DROPED DOWN CHASE ALONG WITH UNIT 'D' CIRCUITS AND COILED CW/40' COILS) IN SECOND STORY FLR. BY BSL/DRP BASS-SEPT 03 REV- DVG N0 A 13 JOIST FOR ON-SITE COMPLETION IN BSMNT. 'RESERVED FOR THE MARYLAND STATE STAMP OF APPROVAL' RANCH P�a�op toy�T� F, BI-LEVEL a paP `` >q �h�d�'4c o� nXI2 CENTER GIRDER CAPE TWO FAMILY A-2f�O��PEOad 3/8' PARGE L TWO STORY 1�t�a�ps �j WATER PROOF 3 1/2' STANDARD PIPE ,�1J19J DTh BELOW GRADE STEEL COLUMN 16' SO. CMU sE6 Rfad�R R - B' CMU - 4' CONC. _ - �sN1a'� 4rC CONC. COVE EXP. JOINT _ 1/2'x8'x8' STL R WITH ped`{ MP1' R - a, pS RC1 PERF. DRAIN 4' CON(.FLOOR 1/2' DIA R.B. AS REOD. AS REOD. �0 FLOOR PLLAANnuAL 6 MIL V.B. 6 MIL V,B. �t6 CONT. CONC_FOOTER - � 4' GRAVEL FOOTERS ' apa 30' SO, FOOTERS " _ FOR TWO STORY _ o��aseP' b"va t�fos EXT. WALL - INT. COL. INT. PIER WING SECTION FOR a°ate SPLIT LEVELS OPT.FOR - - T's AND L's - - - - BI-LEVL OR - a,I OPQ SPLIT LEVEL p _ TYPICAL FOOTING DETAIL - 4 oa �asoro _ - CIle . y pa yyk ppt Q`as - - - , cu c�oRfTe`ooT e s°`�pas° paQ`P \_ '' = 1/2' THICK e� -4 P�Epp \- I--- T❑P PLATE COLUMN J METAL WASHERSpt� �1/2' DIA. -- H❑LE FOR 1/2' 1/4' LAG SCREW —I DIA. LAG SCREW TOP VIEW FRONT VIEW H00KED PLATE EYE & PIN NOTES: 1. 8' CONCRETE BLOCK PILASTER REQD. WITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED C❑NDITI❑NS TAND LOCAL REQUIREMENTS. TYPES ❑F SILL ANCHORS: 2, CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATI❑N 1/3 OF 17 OF FLOOR BUT NOT LIMITED TO _ AREA PROVIDED BY CROSS VENTS MADE INSECT & RODENT •PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND_ LEVEL IS 18' 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE -1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE A 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF -BI-LEVEL UNITS, VENTS MAY"N❑T BE REQUIRED. CHECK LOCAL REQUIREMENTS. ® PAULTE NY3®AI��o`�o 5. PERIMETER RAIL ATTACHED TO SILL w/16d. NAILS 6' D.C. s . Air 6, FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINU❑US TO BASEMENT FLOOR (ON-SITE BY BUILDER). _ SEE INDIVIDUAL FLOOR PLAN 7. APEX HOMES, INC, WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. RANCH. SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. g 8. LOCATION ❑F WASHER, DRYER, WATER HEATER, & FURNACE IN BASEMENT T❑ BE INSTALLED PER STATE & LOCAL sw y `� n{�RD PARM BI-LEVEL I-------------------------=--1r--------- Ilp .._ . a r----------- r----- - II CODES (OWNER/BUILDER RESPONSIBILITY) CAPE _ , I THIS VALL FOR I i 9. ,ANCH❑R BOLTS SHALL BE PLACED S❑ AS T❑ NOT INTERFERE WITH FLOOR JOISTS TWO FAMILY J a i i _ DSIDE BY SIDEUPLEX MODEL My i i 10. SIZES REFLECT WOOD-TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING T❑ OVERHANG FOUNDATI❑N. �� ``a4?` TWO-STORY I li IF 3/4' FOAM INSULATION IS USED, INCREASE THE F❑UNDATI❑N IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN o j I - - I I j I PROPER OVERHANG. THIS APPLIES T❑ ALL MODELS. 11. ❑N-SITE INSULATI❑N IN FLOORS OR- ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO a 5 r,� row I r,-I r� r I BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES 0 Mrs - LJ LJ � � LJ L�J ti 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM DF THE FLOOR J❑ISYS IS BUILDER/DEALER RESPONSIBILITY ca I SEE CHART TYP. TYP, TYP. TYP. - / AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND L❑CAL CODES. DETAILS ARE SUGGESTIVE ONLY. - Tam PEAT OF W A I i i i i 13. BASEMENT COLUMNS SHALL BE PLACED -UNDER ALL SPANS >5' FOR LOAD TRANSFERS PERFECTlow " 3 it ii it 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY 1zp 'r I I I ❑F BUILDER T❑ PROVIDE AND INSTALL (COIL WIRE BY FACTORY) HOh1ES, INC. I t ____ I i ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF 47 IIS B7GHWAY 522 N. HMDLSBITBG,Pd 17842 L------------ ----- -----_____-_-_-________-_J_ 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED (570) as7-sass Fax as7-ozsn -------------j~ rt sEE NOTE aI BY-A PR❑FESSI❑NAL ENGINEER OR REGISTERED ARCHITECT. TYPICAL FOUNDATIONS IRC 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL ,BE CONTINUOUS TO BASEMENT FLOOR (❑N-SITE BY BUILDER) _ BY DATES REVS DVG N0•A 15 BSL/DRP 5 SEPT 03 'RESERVED Fat THE MARYLAND STATE STAMP OF APPROVAL' • tip. � n SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN ------------------------------ 1 ---------------------------------------------------------- ' 1 z_r---------------- I I ------------ --_ r----------- 1 ' 1 - - I 1 I 1 1 3 ' ' 3 BOX UNIT ; ; J N 1 � 3 TWO FAMILY 1 r—� r I 1 1 rO-1 I a 1 1 0 l l o l 1 0 1 ET 5 1 J i ti r—� r—� r ? Lo J L_j I L_J L_J L_J L:-:j 1 ¢ !SEE NOTES SEE NOTES SEE NOTES I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES I 1 1 I I 1 C3 I I !SEE NOTES SEE NOTES SEE NOTES! 1 1 I 1 1 1 1 W 1 1 I I ycu Z 1 1 1 1 3 1 1 1 ' - y I - I O I I O I I 0i I�I I I I I I _____________________________J 1 r �'� I -----------s-�'------------' ---------- r-------------- I L_J L_J L_J I 1 1 I ____ 3 I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES 1 - 3 _ I 1 - I I I - 1I I I -----------------J•-1----------------J--'L----------------- I _ __________________________________________________________J SEE INDIVIDUAL FLOOR PLAN II------------z_r------------ 1 - ¢ 1 I I I J I I I (L I I I Q I I I I 0 J � I I I 1 - W I I I I I J y I I I ' _____________ CLL--------------------------- -------------- --� I --------------z_r- ------ o I -- -- -------z_J - --- -i 1 NOTES: n®ted• a i i i 1 1, SEE CALCULATI❑NS MANUAL MARRIAGE WALL CENTER �� sii I 1 1 1 GIRDER FOR MAXIMUM BASEMENT SUPPORT SPACING- BASED ON GROUND SNOW LOAD, ROOF PITCH, s . AE3t ;A s Z MODULE WIDTHS AND TYPE OF STRUCTURE. ® � up W 1 1 mw _ w I 5 r-� r-� r-� r-� r I 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITI❑NAL sw GAN TRI _PA� I lol lol •*�! I r L_J L_J L_J L_J y I COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS � � a,�,•, � 3 I i SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i 1 FROM ABOVE. AS INDICATED BY AN ASTERISK O ). 1 I 1 I I I U ZEN I I I ! 1 1 � I L----------------s-- ------_---------J--t-----------------I I �r TEB PIS 78 OF ' 010, ------------------------------------------------------------ *47 flPErSEE INDIVIDUAL FLOOR PLAN HO1L1�'S, INC.US HIGHIIAY 522 N. AfMDLEDURG, PA 17842 (570)897-2839 FAY 837-0290 - TYPICAL-FOUNDATIONS BY. BSL/DRP DAT 5 SEPT 03 REv DWG N0�A 1 6 'SPACE RESERVED FOR THE MARYLAND STATE STAMP OF APPROVAL' SEE DWG A34,DETAIL E&G 2.5 THRU 12 KIT.RANGE HOOD 6 SEE DVG A34 6A35,DETAIL E HATH EXHAUST OUTLET - SEE DWG A34, A35,DETAIL B.C,J _ r12 12 25 THRU 12 I —�2.5 THRU 12 11 MIN AIR FLDV I II 2' MIN,ELK 24'MAX O.H. T I z II i TYP RANGE HOOD J CHEN RANGE HOOD II 1 i 6 BATH EXHAU J EXHAUST OUTLET - I I � - - 1 m ` AIR FLOW 2'-0'MAX 6H SEE DWG A34 6A35,DETAIL K I ¢ i ^ CLOTHES DRYER EXHAUST LOCATION SEE INSULATION SCHEDULE = I _ CD-SI E) DVG.5 ULK(FIELD) _i ITM OF I - HY FACTORY a - JOISTS I --- HY BUILDER CANTILEVER MIN. 1 6R @ 8' FLOOR PERIMETER INSULATION SITE BY YX8 TREATED SILL PLATE _ _ MAXNAX 2 I BUILDER IF WALL ARE INSULATED I 24V 36. mw 268a GALV.TERMITE SHIELD ` SR @ 8 1/8' FLOOR INSULATION ON-SITE BY BUILDER OR V/3 1/2'OH INSIDE 3/4'OH OUTSIDE • _ I 2R @ 8 1/4' OPTIONAL BASEMENTS`HALLTARE H�MINNSUU�n� 12'COURSE CMU W/4'SOLID - CAULK I (FIELD) 28V CON UP) CAP DURAWALL EVERY OTHER B, - --�•a - BY FACTORY IR @ 7 28', ANCHOR BOLT 1/2'X17' COURSE-- ------ 8Y BUDDER oo , C15'EMBEDMENT IN FOUNDATION WALL) _ FLOOR PERIMETER INSULATION ON-SITE BY p •�.] V NOSING MIN BUILDER IF BASEMENT WALL ARE INSULATED , IDR) ^ o i FLOOR INSULATION ON-SITE BY BUILDER OR V NOSING MIN _ 1/2'CONC.PARSING COVER OPTIONAL INSTALLATION BY MANUFACTURER v IF BASEMENT WALL ARE NOT INSULATED _ V/BITUMINOUS COATING 4'CONC SLAB V/ 6X6 WIRE MESH u � i 24V a 9R @ 8 1/8' 4'PERFERATED DRAIN TILE c 4R @ 8' Y _ 6ML POLYETHLEN u 28V IDN UP) VTHICKEN$LAB UNDER 4'GRAVEL HED a IR @ 8 1/8' - - - LANDING SUPPORTS #4 BAR CONTINUOUS o - 12R @ 8 1/4' TYP. BI-LEVEL CROSS SECTION SEE DWG A34 6 A35,DETAIL F - TYP. RANCH CROSS SECTION . 115 - - NOTE, 8'=9' CEILING HEIGHTS WILL REQUIRE EAVE OVERHANGS AND RAFTER SEE DWG A34 B A35 DETAIL A EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 8'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WILL REQUIRE A RAFTER ROOF SYSTEM (MAX. CLG. HGHT. FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED 8'-0') AIR FLOW TYP. CATHEDRAL CROSS SECTION 24 HIM(AREAS REQUIRING x c - ,`��9A14k; tt ,rj)j��!{�fj ACCESS TD HECK EQUIP. FLR INSULATION BY BUILDER ON-SITE OR - _ _ .'or .:...va .i•��5Yi' 11'I _ - FOR SERVICING) OPTIONAL INSTALLATION BY MANUFACTURER - a - +.`• °v.rQ jjj 26 Bn GALV TERMITE SHIELD e �( fIV uA o 8'MIW/3 1/2.OVERHANG ON INSIDE , - 2x8 TREATED SILL ANCHOR HOLT 1/2'X17' 3/4'OVERHANG ON OUTSIDE s BI-LEVEL OR SPLIT PLATE (15' EMBEDMENT IN FOUNDATION WALL) _ LEVEL CANTILEVER W 16'x16'CONC.PIER S = _ =-• 57 + =o - •' ENGIN iF'•�1- FLOOR o J 6ML POLYETHENE I/2'CONN.PARGTNG FLUOR n LINE 4 o VAPOR BARRIER COOVER ATING/BITUMINOUS - -- LII 100 4'GRAVEL BED )'•`• - `'r' \ v°.v Q '�t �� {Cr �� s W SEE DVG A34 6.A35 DETAIL L ✓f ..�„ �.°vv \\ a ! � \` CONCRETE FOOTING DRAIN TILE LANDING SEE DRAWING AIS A4 BAR CONTINUOUS " 1 MAY 19 zoos SEE DRAWING A35 SEE DWG A34 6 A35 DETAIL I . _ TAT PZ"OF BI-LEVEL WITH pEx PBIPP6LT/ON FLUSH FRONT - HONES" INC, 247 US HWY 522N, MMLSHURG,PA 17842 TYP.'CRAWL SPACE CROSS SECTION (570) 837-2333 PAX 837-0290 CRAWL SPACE VENTILATION SHALL HE PROVIDED IN THE AMOUNT ' OF NET FREE AREA OF 1/150 OF CRAWL SPACE AREA. _ TYPICAL CROSS SECTIONS — IRC VENTS SHALL BE LOCATED AS CLOSE TO THE FOUNDATION CORNERS _ AS PRACTICAL AND MAY BE PROVIDED WITH MANUALLY OPERATED LOUVERS. - _ BY, DATE, REV, DVG NOi - - BSL/DRP 31 DEC 03 /Q 1 7 'RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' SEE DVS A35,DETAIL M 8 N 12 NOTE, 8'-9' CEILING HEIGHTS WILL REQUIRE EAVE OVERHANGS AND RAFTER EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 8-9• CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT YP AND WILL REQUIRE A RAFTER ROOF SYSTEM MAX CLG•HGMT.FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NQT EXCEED 8'-07 - HANDRAIL SUPPLIED 6 i„,, - = D INSTALLEEON-SITE V/ 3 1TA D PROJECTION •I INTO STAIRWELL CTYP) SEE DWG A35,DETAIL P n SEE DWG A34&A35,DETAIL D SEE IlVG A34 &A35.DETAIL Q • � ' 6R 8 8TYP _ � m - -- 'n-- --------- FLR -- ----FLR 6 CLG PERIMETER INSULATION 2 7'-6'CLS HT Y INSTALLATION BY MANUFACTURER 24V 9R 8 7 7/8' -I _ SR E 7 3/4' 28W ON UP IIR 88' s 3R 8 7 7/8• - ANCHOR BOLT 1/2'X17' (5' EMBEDMENT IN FOUNDATION WALL) ! 8'-0'CLG.HT CSEE DWG A34 &A35,NOTE 9) V SING MIN w 24V I 8 7 3/4' N SING MIN 5R a 7/8' FLUOR PERIMETER INSULATION ON-SITE HY 28V ON 8 7 3R 7 7/8' BUILDER IF BASEMENT WALL ARE INSULATED , SING M COR) 9'-0'CLG.HT s •� FLDOR INSULATION ON-SITE BY BUILDER OR _ 24V 13R Q 8' _ n O3R 8 7 7/B PTIONAL INSTALLATION BY MANUFACTURERIF BASEMENT WALL ARE NOT INSULATED 28W ON-UP 13R 2 8 1/8' - n ' \ 3R 2 8' - 27W ON UP I'. 7R 8 7 3/8' FINISH GRADE fi'MIY—-� -- ------ 2X8 TREATED SILL PLATE - 1R E 7 12' - 24W ANCHOR BOLT 12'X17• s' SR 8 8 1/8' C15'EMBEDMENT IN FOUNDATION WALL) 1• -- 2R E 8 1/4• - - NOSING - a 3 12'HBC b1A.STL Cm (REFER TO F s ” FOUNDATION IIVG FOR FASTENING TO - m FTG&FLR GIRDER) - 9R 2 8 1/8' - - �a 4RE8' 28V ON UP TYP, IN LINE SPLIT LEVEL CROSS SECTION 4'CONC.SLAB v/ IIR 2 8118' x oMESH--\ _ - - 12' COURSE CMU V/ 6X6 VIRE ` 4'SOLID CAP 4•PERFERATED DRAIN TILE }'• s+ - 6ML 1 RLBARRIER 2% iv VAPOR HARRIER tl4 BAR CONTINUOUS 4'GRAVEL BED - 12 SEE DWG A35,DETAIL N 5 TYP. TWO STORY CROSS SECTION NEITESR x - - 1. ALL DETAILS FTG FOR 3,000 PSF MIN SOIL BRG PRESSURE 2. GALV. METAL STRAP CONNECTIONS SHOWN ON DRAWING A22 q 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR ON-SITE-INSTALLATION SEE DWG A45 FOR SPECIFICATIONS 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HEATING SIDE = PERIMETER INSULATION ON-SITE BY 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OFLOOR PER F 30 PSF OR LESS, ROOF TRUSSES MAY BE __ BUILDER BASEMENT WALL ARE INSULATED SPACED AT 24' O.C. cm 6. 7/16' OSB, EXPOSURE 41, SPAN RATING 24/16 MAY BE USED ONLY WITH FLOOR INSULATION ON-SITE B.YBUILDER OR 1y111PgI OPTIONAL INSTALLATION BY MANUFACTURER SUPPORTING ROOF STRUCTURE @ 16' O.C. IF BASEMENT WALL ARE NOT INSULATED ♦t � N�i�ffifs/t�, 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES CAULK r ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF (FIELD e��G,. �� ••.•�Q !f�' 8. ANY OPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES 9. ALL OPENINGS IN BASEMENT MASONARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE 2X8 TREATED SILL PLATE ANCHOR BOLT 1/2'X17' _ • r 10. FOR GRADE & SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL (15'EMBEDMENT IN FOUNDATION V 11. TEMPORARY 2X4 DEADMEN INSTALLED AT 48' O.C. IN ALL MARRIGE WALL OPENINGS GREATER THAN 4'-1' FOR 26Ba GAL(.TERMITE n ! V/3 1/2'13H INSIDE 3/44.'O}R OUTSIDE _ LIFTING STRENGTH 12. THE SWING OF A DOOR OPENING [IN GINN A STAIRWAY SHALL NOT OVERLAP TOP STEP. ° 13. INTERIOR FINISH CLASS C OR BETTER FINISH GRAD 3 12'MIN DIA.STL COL(REFER TO f FOUNDATION DWG FOR FASTENING TO ••, �' Y�, 0 v 14. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY FTG&FLR GIRDER) NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER 'ter F� �317`�••••�i=� WITH 10d (OR EQUAL) NAILS AT 32' O.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC. S pf A °°••••°�°° P� �� 12•CONE-PURGING COi' VER a - /s!// 14, N jj C) k-414" ESSIn • ARE TO BE BLOCKED AT 32' MAX. V/HITUMINOUS'COATING — 0 6X6 VIRE MESH MAY 1 •9 2Q Ott/111 15. ROOFS DESIGNED AT 40/45, 60/65 OR 80/85 PSF LIVE LOAD AS PER LOCATION OF HOME � a•CONC.SLAB W/ - REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) 16. STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING W 17. STAIR GUARDS-TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE BY BUILDER) GUARDS TO BE EITHER SOLID HALL OR OPEN WITH INTERMEDIATE RAILS OR BALLUSTERS PER STATE/LOCAL CODES 4-PERFERATED DRAIN TILE 6MLP Hn�Lz� AB T"FAOF VAPO18. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT-OF 8 1/4' AND A MINIMUM TREAD DEPTH OF 9" FTG To BE 6•MIN a'GRAVEL BED / pA' A�/� 19. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST INTO UNDISTURBED / /ZPEX - BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE �' BAR`°"�""°"s L`T'P' ffoff 'S, INC. SMALLEST BT MORE THAN 3/8' - CONCRETE FOOTING L RAA UN-SSI E BY 13R OPTIONAL INSTALLASN 247 DS HWY 622N. 9®DLEDORa PA 17842 20. EXIT STAIRS IN A TWO FAMILY DWELLING SHALL BE ENCLOSED BY A 1-HOUR FIRE RATED ASSEMBLY BUILBY MANUFACTURER (570)837-2939 FAS 837-0230 21. SEE DRAWING A44 AND A45 FOR INSULATION REQUIREMENTS 22. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED-BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES TYPICAL CROSS SECTIONS — IRC OF STAIRS OR LANDINGS 18' OR MORE ABOVE ADJACENT FLOOR & AT WINDOWS) ON STAIRS OR LANDING SHALL TYP. SPLIT LEVEL CROSS SECTION 23. HAVE DTHABETWEEN HANDRAILS GUARD(S) HAND AIL &L WALL H32' MIN. & 1 1/2' INR CLEARANCE HANDRAIL TO WALL BY, BSL/DRP BA 31 DEC 03 REv nvG rm, ^ Q 'SPACE RESERVED FOR THE NEW YORK STATE STAMPA OF APPROVAL' FOLDING ROOF SECTION (EACH SIDE) 2x6 TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 10d NAILS OR EQUAL AT 24' O,C. (ON-SITE) 2x4 TO UPPER RAFTER CONNECTION. OPT. DROP IN ROOF CAP i � i (4) DUO FAST 607 NAILS OR EQUAL DRAWING A28 2x6 TO LOWER RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL ----------- 1x3 (CONT) TO RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL x4 T❑ 2x6 CONNECTION KNEEWALL TO RAFTER CONN (TOP & BOTTOM) 2x4 NAILS OR EQUAL 1 1/2' x 10' 26 GA. STL STRAP W/ (3) 10d NAILS 12 AT 16' O.C, (ON-SITE) OR EQUAL EACH END (ON-SITE) 3 THRU 12�- 2x2 LEDGER TO 2x6 CONN DUO FAST 607 AT 9' O.C. 6 SpF 2 1/AT DB. OO C.W/ WASHER 2x 2x4 SPF STUD _ KNEEWALL— SEE NEEWALL— SEE INDIVIDUAL RAFTER 1/2' DIA, BOLT PLAN (CALCS MANUAL) 2x4 TOP & BOTTOM PLATE TO KNEEWALL GUSSET TO RAFTER CONNECTION (6) 6d R-30 INSULATION CONNECTION (2) DUO FAST 607 NAILS OR EQUAL GALV NAILS EA. SIDE STAGGERED 16/32 STURD-I-FLOOR - -- -- OR EQUAL CON SITE) - -- ---- - ------- _ �1 3) 0JOIST DUO FAST60NAILSNORCE CONNECTION GUSSET JOIST CONNECTION EA. SIDE <11) 1 2X8 CEILING BEAM TO JOIST CONNECTION r w 2x2 MICROLAM LEDGER TO JOIST CONNECTION 1/2' x 16 GUAGE STAPLES 3-DUO FAST 607 NAILS OR EQUAL DUO FAST 607 NAILS OR EQUAL AT 6' O.C. OR EQUAL (STAGGERED) 8'-0' MIN, 15'-9' MAX. 8'-0' MIN. 15'-9' MAX. 16'-0" MIN. 31'-6' MAX. ATTIC STORAGE RAFTER SYSTEM xx REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 Ell— xx 7/16' OSB, EXPOSURE #1, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOFSTRUCTURE @ 16' O.C. MULTI-MEMBER MICROLAM RIDGE BOARD TO RIDGE BOARD CONNECTION (2) INSIDE & (1) PERIMETER DBL RAFTER PERIMETER 10d NAILS OR EQUAL AT 24' D.C. (ON-SITE) FOR EXTERIOR CLEAR SPANS 2x6 SPF #2 UP TO 10'-0-\ 23 SHINGLES LOVER 15#T OR FELT OPT. TRANSVERSE CLEAR SPAN KNEEWALLi 2x4 STUDS 12 @ 16' O.C. —,3 THRU 12 2x4 SPF STUD AT DBL 2x6 CONT. TO RAFTER CONN 16' O,C, ENDWALLS (3) DUO FAST 607 NAILS OR EQUAL 1/2' DIA. BOLT GUSSET TO RAFTER CONNECTION (6) 6d GALV NAILS EA. SIDE STAGGERED OR EQUAL (ON SITE) 1/2' PLYWOOD GUSSET EACH SIDE APA RATED SHEATHING 16/32 EXP.1 L MIN. C3) MEMBER 2x6 (CONT) TO JOIST CONNECTION MICROLAM UNDER KNEEWALL (11) DUO FAST 607 NAILS OR EQUAL R-30 INSULATION GUSSET TO JOIST CONNECTION EA. SIDE o\\ NEVV (11) 1 1/2' x 16 GA. STPLS OR EQUAL STAGGR.D ()f DBL 2X8 (CONT) TO JOIST CONNECT (3) DUO FAST 607 NAILS OR EQUAL 9{ rt Zp.d:. ?e,, xt, 20 06 TRANSVERSE ROOF SYS, NOTES '' FESSNfl 1. ALL FRAMING TO BE 16' D.C. liiP{fttttt� 2. ATTIC AREA DESIGN FLOOR LIVE " Tae.PBAS O D D D o D o a o D o o D o D o D D o D D o LOAD IS 30 PSF (BEDROOMS ONLY) ___________________ ' PZRFeCTIaN _�___a___.D___ ----a---a___�___�L---a---n___�__�___a___n___�__ 3. ERECTION SEQUENCE OF ROOF SYSTEMI -------------------- -#IOZP-'X A. MODULES ARE SET ACCORDING TOHOLLIES, INC. l ' 60'-0" MAX, STANDARD SET UP PROCEDURES 8'-0" MIN. 15'-9' MAX. " BEFORE ERECTION OF RFTR. SYSTEM 'vs air°="w'®°`®°"`'r.1780B. RAISE RAFTER & INSERT KNEEWALL "�� TRANSVERSE R❑❑F, RAFTER SYSTEM C. MAKE ON-SITE CONNECTIONS AT TRANSVERSE ROOF - E N D W A L L ROOF SYSTEMS - IRC - SIDEWALL DETAIL GUSSET AND RIDGE BOARD _ Dye DATES REV i DVG N0' DRP 18 JAN 03' A Z G MODULES 'SPACE RESERVED FOR THE NEW Y2K STATE STAMP [IF APPROVAL' - IREFERENCES, SECTION R803. NN 2.2 TABLE 503.21 (1) RESIDENTIAL CODE OF NEW YORK STATE �. •�` 1 '� EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 rt ON 7/16' OSB, EXPOSURE #1, SPAN RATING 24/16 DROP IN MODULES I RIDGE I MAY HE USED ONLY WITH SUPPORTING ROOF STRUCTURE @ 16' O.C. SEE INDIVIDUAL FLOORPLANS FOR ACTUAL G.S.L. REFER TO CALCS MANUAL FOR RAFTER SIZE AND SPACING x•1 7/16' OSB, EXPOSURE #1, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE @ 16' O.C. I 235# ASP.SHINGLES I OVER 15#FELT I . I I SEE INDIVIDUAL FLOORPLANS FOR ACTUAL G.S.L. I I REFER TO CALCS MANUAL FOR RAFTER SIZE AND SPACING 1 12 1 1 i 235# ASP. SHINGLES I 5� MIN 2X3 GR SPF OVER 15# FELT - � 1 KNEE WALL I I V AIRSPACE I I 12 MIN 2X3 GR SPF I BOLT 1' AIR SPACE 5 KNEE WALL i V/ WASHERS ON BOTH SIDES I I I 1/2' BOLT TYP, VENTILATION i f0o0 W/ WASHERS ON 2XH SPF#2 AT 16' OR 24' O.C. CONT. 2X6 BOTH SIDES I I FOLDING L 1/2' GYP B33- OVERHANG 1/2' GYP BD. DBL 2x4 TOP PLATE 2X8 SPF#2 AT 16' OR 24' O.C. CONT. 2X6 2X6 TOP PLATE 13'-6'113'-9'MAX.) 1/2' GYP BD. 2x4 STUDS AIR FLOW 1/2' GYP;'BD 2X4 STUDS @ 16. O.C. OR 16' O.L. 2X6 STUDS a 16' OR 24' O.C. PERF. ALUM. 2X4 TOP PLATE SOFFIT - DBL 2x4 TOP PLATE zxa sTuns 27 WIDE 5/12 RAFTER 2X4 STUDS @ 16' O.C. OR 16' O.C. 2X6 STUDS @ 16' OR 24' O.C. , BAFFLE TO BE PROVIDED OVER INSULATION FOR ROOF VENTILATION 24 WIDE 5/12 RAFTER DROP-IN RIDGE SECTION SEE INDIVIDUAL FLOORPLANS FOR ACTUAL G.S.L. DROP-IN REFER TO CALCS MANUAL FOR RAFTER SIZE AND SPACING 1 ' ' RIDGE SECTION 235# ASP, SHINGLES x•17/161 OSB, EXPOSURE #1, SPAN RATING 24/16 SEE PAGE #A26 FOR INFORMATION OVER 15# FELT PA PER—� 2x6 2x4 `MAY BE USED ONLY WITH SUPPORTING ROOF ON DROP—IN RIDGE SECTIONS INN 7/16' (ISB, EXPOSURE #1, SPAN RATING 24/16 2x2 I STRUCTURE @ 16' O.C. MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE @_16' D.C. SEE INDIVIDUAL FLOORPLANS FOR ACTUAL G.S.L. 2x6 2x4 I2x4 SPF STUD REFER TO CALCS MANUAL FOR RAFTER SIZE AND SPACING 2x2 I 1' AIR SPACE PROVIDED KNEEWALL (2' REQ'D. FOR MASS) 235# ASP. SHINGLES OVER 15# FELT PAPER 1/2' BOLT W/WASHERS 2x8 SPF#2 CENTER 2x4 SPF STUD I ON BOTH SIDES BEAM, SEE CALCS. KNEEWALL BAFFLE INSTALLED FOR ADDITIONAL 1/2' PLYWOOD OVER INSULATION SIZES AND SPECIES 1' AIR SPACE PROVIDED CENTER BEAM I GUSSET PLATE FOR ROOF VENTILATION C2' REQ'D. FOR MASS) 13'-9' WIDE, 2x8 SPF#2 1/2' BOLT W/WASHERS 15'-9' WIDE, 2x12 SPF#2 I BOARD 2x8 SYP #2 @ 16' OR 24' D.C. ❑N BOTH SIDES SEE CALCS. MANUAL FOR BL, 2x BAFFLE INSTALLED ADDITIONAL SIZES AND I TOP PLATE 1/2' PLYWOOD LUMBER SPECIES / DHL, TOP PLATE OVER INSULATION - 2x4 OR 2x6 GUSSET PLATE FOR ROOF VENTILATION VENTED EXT. WALL STUDS 1/2' GYP, BRD, SOFFIT TYP, FOR WALLS 2x6 FASCIA 2x8 SYP #2 @ 16' OR 24' O.C. FOR UNITS UP TO 13'-9' WIDE AND CEILINGS BOARD _ 10• DBL. TOP PLATE FOR UNITS OVER 13'-9' WIDE DBL, 2x4 2x4 OR 2x6 CEILING JOISTS TO BE TOP PLATE VENTED 77_,�EXT. WALL STUDS 2x10 SPF#2 @ 16' O.C. 1/2' GYP, BRD. TYP. 5/12 RAFTER LAYOUT FOR UNITS UP TO 11'-10' WIDE SOFFIT 1 1/2'x9 1/4' L.V.L. @ 24' O.C. TYP. FOR WALLS AND CEILINGS 00\0()IF 10' 13'-9' UP TO 15'-9' IN ••..� Q qty TYP. 5/12 RAFTER LAYOUT FOR UNITS OVER 11'-10' AND UP TO 15'-9' IN WIDTH C,, WINGED GABLE DETAIL ENGINEER, uj •. 7.q 0-1 SKYLIGHTFRAMING DETAILS 2-2X4 SPF STUD NOTES, MAY IL 1. SKYLIGHTS TO BE CURB APPROVED IMPACT TEST MOUNTED TO HAVE �tf, �\ 12 2. SKYLIGHTS ON STATIONARY SIDE DF HINGE ROOF 5 DUO-FAST 607 a 12• oC. - TO BE FACTORY INSTALLED GYP. BII. 3. SKYLIGHTS ON FOLDING SIDE OF HINGED ROOF WILL TVE PE4r of BE FRAMED OUT IN FACTORY AND SHIPPED LOOSE / -oez pEr PEjl,'d'cr/O-l' FOR FIELD INSTALLATION DOUBLE TRUSSES 4. TRUSS MUST BE SPACED PER APPROVED TRUSS DWGS. HOLIES, INC. OR RAFTERS EACH " SIDE 247 DS HIIY 522N, dfTDDLEBORG, Pd 17842 (578) 837-2333 FAY 887-0298 ROOF SYSTEMS IRC ra REFERENCES, SECTION R803.2,2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 BY, DATE, REV, I'w" • - BSL/DRP 18 JAN 03 AZH 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 2x4 CONT.• k 26103 NAILS iaw SATE) SIDE 14 19 40 2x6 CUNT. r 15 13 2x2 LEDGER 12 CONT. ss 39 AIR 23 FLOW 17 2x3 SPF STUD VINYL OR KNEEVALL ALUM.SOFFIT EXT, WALL CATHEDRAL TRUSS 22 DETAIL 'A' - la 26 20 - 16d TOE NAILED EACH SIDE,EACH TRUSS _ 41 ON-SITE V MIN. AIR SPACE 21 22 35 CMA. 27 uuiiuw 37 12 36 16 39 12 AIR 17 17 12 _ .. FLOW DETAIL 'F' 16' 6 OPT.. 1387 12 39 ' EXT, WALL STD, TRUSS DETAIL 'E' DETAIL 'B' 41 1 STD. & CATH, ROOF BRG, & MATING LINE DETAILS . VEL ❑R SPLIT OVERHANG 19 40 BI—L DETAIL 'I' (STUD WALL) IL J�12 - - 14 - ' n 10 ' 1s 9 _ NOTES SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES \ 6 5 L-- /1— 14 V O 15 13 2x2 LVL LEDGER OR JDIST HANGER WITH 2x4 EXTERIOR WALLS 23 rl —III—j _fl Ed ISOL DINT 11 I—I I�I I I o ° I I I—III—III- �J 1�111 I I I I III I I—"I 11—I I I—I I I—I 1 11111 I VINri OR - ALUIL SOFFIT 24'MAx =I11=III TYP, ONE STORY FLR GIRDER BRG, a=T =,—r--- DETAIL 'G' OI1111=111=1III II .`�p� TYP, BASEMENT WALLmum _ ', 2 6 ENGINEER, �� DETAIL 'C' iTi I I 1=1 I 32 34 i��t� 7'11 G�•�� "'� �Esstioa°'� I=1 I _I 1=111=1 111—I 1 I—I 11— `erJ; =III=III o I 111=III = IE9 1=I 1 e it eil�te a,> IH—El 11=1 I 1 E i I M I IM I I I •, T9d P&fr OF -III-1 —III— 1111111= . . . II=111 111 I I I—T .' 11 - ® ��il PBRTd'LT/ON • ° ' ° ' II 11 ' o • ° IIIA .. �Ho�Es, JNc. _ 247 US H1IY 622M NlDDLEBURC, PA 1784E =11 I� I E I = I �i i i=i i�i i i� BI—LEVEL ❑R SPLIT OVERHANG �570� 837-23ss FAX 837—a290 -III=1 11=1 11=1 11=1 I DETAIL 'I• (MASONRY WALL) CRAWL SPACE F❑UNDATI❑N WALL CRAWL SPACE F❑UNDATI❑N PIER TYPICAL SECTIONS & DETAILS — IRC DETAIL 'D' DETAIL 'H' BY, JDATEI REV, DVG ND BSL/DRP B JAN 03 A 3 4 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' a 20 NOTE, z6 41 21 21 20 41 STORM COLLAR OVER FLASHING - SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES UY FIRESTOP SPACER FLASHING _ 12 ON-SITE _ 20 6X6X26 GA. GALV 17 19 40 FIRESTOP SPACER HINGE PLATE 2-10d EACH 13 - TRUSS ON-SITE BLOCK AT 24' OC2' MIN- 2X6 SUB FACIA 14 12 11 ALUMINIUM 13 SUPPORT TOP ELBOW WITH 30° ELB13 DRIP EDGE _ STRAPS ELBOW 6' ALUMINIUM16 FASCIA z• 17 VENTED ALUM. - 2' MIN SOFFIT I 2X8 LANDING ALUM. J CHANNEL ON-SITE BY BUILDER 14 CAULK 3-IDd NAILS AT 24' O.C. 16' & 24' OPT.10' STD. 2-16d NAILS AT 16. O.C. — — — (ON-SITE) NAILS MUST FIRESTOP SPACER 3' MIN PENETRATE SOLID FRAMING � 12 STANDARD OVERHANG DETAIL w DETAIL 'J' 33 19 40 H CHIMNEY PENETRATION DETAIL 21 20 NOTE, INSTALL SOLID BLOCKING OR 26 41 •' _ PLYWD.GUSSETS EACH SIDE. . . 16 FASTENED WITH 1 1/2'X16 GA. 'lM1W 12 STAPLES 11 EACH SIDE STAGGERED � I . 8 39 12 BI—LEVEL ENTRY WALL 27 11 __ DETAIL 'L' iii—I �� I r III—�I I I—��L_ FLOOR OVERHANG) 19 40 I I—I IHI�I I HF 7 III ISTC 30 BY BUILR VENEER 13 2U 21 I-1 ll COR SIDING) =1 F 12 11 ----- ------ -- ----- II I 29 29 PORCH STOOP BY BUILDER II� I 43 19 Z' . I I I I—I 2X8 LANDING SECOND FLOOR MATING LINE ON-SITE BY BUILDER ISI ii- DETAIL '0' _ I1 III II—I 15 Imo' I-1 I l�Tl� I� f�lIl—I�II-11��I=111—I II-111�1�111 II eeettt�e��irnrVer�° 12 \\�eee+��F NEL^✓y'•,��1. n 11=1 11=1 11=1 11=1 I{=1 I 1I— t—I I I 4019 H ; SPLIT LEVEL OFFSET I DETAIL 'N' 1342 — �g ENGINEEPo 33 TYP. GABEL END OVERHANG 11Lu ISOL JOINT DETAIL 'M' TO RIDGEVEN .� 31 7 �0 d�E'AY 19 2001 / Is 30 °°°0°1(!tistSittttteee -'�. •' I DHL JOIST-/ DHL JOISTS HANGER 12 FLR JOISTS 17 ® TAP PPS OF �'r v PPI1FPCl70A - 24 40 /97 \ fIo1LIJF'S, INC. BI—LEVEL ENTRY WALL `JOIST HANGER AIR FLOW TYPICAL SECOND FLOOR 247 DS am 622D.1®DLS80n9 PA f7B12 - (670)857-2353 FIZ 837-029D DETAIL 'K' DETAIL'P' OFFIT TYPICAL SECTIONS & DETAILS — IRC TYPICAL FLObR FRAMING BY, nATE. REVS DWG NO- TYP. VENTILATI❑N DETAIL BSL/DRP 18 JAN 03 A 3 5 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL'( DETAIL REFERENCE NOTES • � � � 40 19 6%6X26 GA. GALV - 1. RIDGE VENT COR GABLE END VENTS) 20. 235# ASPHALT OR FIBERGLASS (CLASS C) SHINGLES HINGE PLATE FELT 13 az 2. R-19 INSULATION W/ VAPOR BARRIER TOWARDS OVER #15 2-1ad EACH - CONDITIONED SPACE, INSTALLED ON-SITE/ OPT, 21. xx 7/16' OSB, EXPOSURE #1, SPAN RATING 24/16 TRUSS ON-SITE MAY BE USED ONLY WITH SUPPORTING ROOF BLOCK AT 24'Dc u BY MANUF, (SEE DWG A45 AND A45, ADDT'L STATE STRUCTURE @ 16' O.C. 2X6 SUB FACIA REQUIREMENTS SEE CALCULATIONS MANUAL) 22, APPROVED METAL JOIST HANGERS OR LEDGER ALUMINIUM 3. SAME AS NOTE #2 W/ UNHEATED BSMNT ONLY 23. DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF DRIP ED 14 4, 3' DIA. PIPE COLUMNS (ON-SITE) SEE FLOOR JOIST _ 6•ALUMINIuM FOUNDATION DETAILS FASCIA 31 24. 2X4 SPF#2 @ 16' O.C. (OPT) SEE NOTE 40 vENTEn ALUM 7 5 BY BUILDER) BOLTS C4 EA. COLUMN) CON-SITE 25, 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED soFF3T 1 15 30 6, 5/8' BOLTS W/WASHERS AT 48' O,C, (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION AIUK J CHANNEL CA, pg NAILS AT 24'ac INSTALLED) W/COL OR PIER SPA( 16. 6 24' ING OPT 10'STD. d NAILS AT 16'OZ 12 7. 2x2 CONTINUOUS LEDGER (NY-2x2 M.L. LEDGER 26. A 1' AIR SPACE FOR VENTILATION IS REQ'D VIA AN SITE)NAILS MUST ❑R JOIST HANGERS) INSULATION RETAINER INSTALLED BETWEEN TRUSSES TRATE SOLID FRAMING 17 (EVERY OTHER TRUSS) zaaD 8. FLR JOISTS @ 16' O.C. 2x8 SPF#2 FOR 24 WIDE 27 2 OR 4 MEMBER SECOND FLR GIRDER W/SPLICES MODELS, 2x10 SPF#2 FOR 28 WIDE MODELS 4' D.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE SEE CALCULATIONS MANUAL FOR OTHERS. 28 C4) 2x12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. STANDARD OVERHANG DETAIL 9, DOUBLE BAND JOISTS (SPF#2 TO MATCH SIZE DETAIL'J' TO RIDGE TYPICAL SECOND FLOOR OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN.) EXCEPT AS RESTRICTED BY SPAN SCHEDULE VENT DETAIL'P' 10. 4 MEMBER CENTER FLR GIRDER W/SPLICES 29, 5/8' BOLTS @ 8' O.C. CON-SITE) STAGGERED AND LOCATED AT W INCREMENTS 30. 2x6 SPF#2 CLG JOISTS AT 16' O.0 IN COORDINATION W/COL, OR PIER SPACING 31. DBL. 2x12 SPF#2 BAND JOISTS W/SPLICES STAGGERED DBL JOISTS 12 (4) 2x8 SYP#2 FOR 24 WIDE MODELS, (4) 2x10 SYP#2 4' MIN. DBL Jmsr -32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY HANGER FOR 28 WIDE MODELS. SEE CALCULATIONS MANUAL FOR OTHERS. BUILDER) SEE FOUNDATION DETAIL FLR JOISTS 7 11 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. ERCP;1 33. BASEMENT FOUNDATION WALL CON-SITE BY BUILDER) 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH SEE NOTE 32 \ f 13, R-13 INSULATION W/VAPOR BARRIER TOWARDS 34, 16'x16' CRAWL SPACE FOUNDATION PIER CON-SITE �.IOIST HANGER 3vw qv CONDITIONED SPACE (OPT.) SEE NOTE 42 BY BUILDER) SEE FOUNDATION DETAIL AIR FLOW (SEE DWG 10, ADD'L. STATE REQUIREMENTS) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER 14. EXT. SHEATHING SCHEDULE FOR SIZE) VENTED 31 HE OSB (N.A, RATED SHEATHING) (STD) 36, 2 PCS. 1/2' PLY OR STRUCTWOOD FILLER SOFFIT CB) 5/8' PLYWOOD T-111 (C) 1/2' MAX (OPT) 37. DOUBLE BLOCKING 1/2' COMPRESSION STRIP TYPICAL FLOOR FRAMING (D) 3/4' GYPSUM (OPT) 38. WEDGE BLOCKING TYP VENTILATION DETAIL_ 14 12 CE) R-MAX (OPT) 39, DBL. 2x4 SPF STUD AT 16' D.C. MARRIAGE WALL - (STD) 2x3 SPF#2 AT 16' O.C. OR 2x4 SPF STUD 15. EXT. SIDING 37 VINYL AT 24' O.C. (OPT) (SEE CALC. MANUAL) DBL. TOP (A) 4X4 VL (STD) , is 33 (B) 5/8' INY COPT) PLATES (STD) REQ'D IF TRUSSES DO NOT ALLIGN 16, R-30 INSULATION W/VAPOR BARRIER TOWARDS W/STUDS STORM 40, 2X6 SPF STUD GRADE 16' ❑.C. (STD)COLLAR OVER FLASHING SURFACED COND. SPACE (SEE ADD'L STATE REQUIREMENTS) O.C. OPT) SECOND FLOOR OVERHANG 17, 1/2'x1 1/2' WOOD COMPRESSION STRIP OVER ALL 41. EAVES FLASHING STRIP ❑F MINERAL SUR DETAIL•o• INTERIOR WALLS - ROLL ROOF TO EXTEND TO A POINT OF 12' MIN, FIRESTOP SPACER INSIDE THE INTERIOR WALL LINE 18. PREFABRICATED WOOD TRUSS @ 24' O.C. (STD) <SEE 42. 1 1/2'x16'x26 GA. GALVINIZED STEEL STRAPS 19la DWG 1 FOR ADD'L SPACING/LOADS PLACED AT 48' O.C. FLASHING _@19, 2x4 SPF#2 STUD @ 16' O.C. (OPT) (2x4 SPF#2 Iz �mN-sIro REQ.D PER ROOF/WIND LOADS, SEE CALC. MANUAL) u PBL. TOP PLATES (STD) REQ'D IF TRUSSES DO NOT FIRESTOP SPACER ALLIGN W/STUDS SEE NOTE 40 13 11 z MI (#21)x?K REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 19 EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 SUPPORT TOP ELBOV WITH I5°13R 30° AAAAAl STRAPS ELBOW 2'MIN 4-16 GA STAPLES EACH STRAP T� c 16e ins AT 6.OC 12 12 4-16 GA STAPLES arasOC By aDLIiW - 37 EACH STRAP FIRESTOP SPACER 13 REO.D ONLY WHERE TECO'TY-DOWN'RAFTER 3'MIN WALL SEPERATES HOUSE 6 GARAGE 1 1/2'%10'%L T \ ROOF/2ND FLOOR INTERSECTION DETAIL GALV.STEEL STRAP- ROOF/2ND TRAP \ 1 L2•X6'X26 GA AT 48'O.C. \ DETAIL'R' GALV.STEEL STRAP _ \ AT 48.O.C. 4-16 GA STAPLES _ EACH STRAP 4-16 GA STAPLES ' - EACH_STRAPTWO STORY FIRST FLOOR2ND FLR TO IST FLR CONNECTION a,,\4t �•y`�l(;�GH'�•°f" ' TWO STORY 2ND FLR OVERHANG CLG. ANCHORAGE TO BUG, WALL An (PERIMETER OF HOUSE AND CONE HALF)CLG FLR GIRDER) CHIMNEY PENETRATION DETAIL t :'Oi` If •1 t � ENGINEE %�` I •� % ` M 1 ; W % e 27 EACH STRAP 4-16 GA STAPLES /p'r� .G°°°s Q \ U 4-16 GA STAPL4STAPLES - `F((t� 1\\\\\\ p a�� EACH STRAP ldffl1141111\I I EACHST STAPLES a� L ErOI SfRM 11/2'%6'X26 GA1 1/2%16'X26 GA 7 GALV.STEEL STRAPGALV.STEEL STRAP AT 48'O.C. 60d NAIL ® TBB PEAS OF 30 EACH TRUSS PBRFPCTJON 4-16 G �1rA t� SreO-Sinar AY O< U ,7`�r29 29EACH 4-16 GA STAPLES - - l7 o_M S, INC. 12 17 _ EACH STRAP FEA STRAP� xna aaz nea)® MK ra n°a frYl n.+�-sacra 43 19 ' SECOND FLOOR MATING LINE ROOF ANCHORAGE TO MATING WALL OPT, TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT, WALL TO FLR ANCHOR TYPICAL SECTIONS & DETAILS - IRC (NOT FOR N.Y.S� HYD DATE. REV. DVG N0 A36.1 DRP 18 JAN 0 DETAIL.'0' 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' • I'r ^ • - 20'-0'THRU 66'-0' - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - 2-2x10 SPF 02 PERIMETER BANDS ` 2x6 SPF 02 a 16.OC ' CEILING JOISTS 2x2 LV.L. LEDGER CSTD) 2-2x10 SYP #2 i CEILING GIRDER , 'n } H 20'-0•THRU 66'-0' 3 1 TYP PERIMETER BAND 5/12-7/12 CIO'-0' /13'-9'VIDE)SNGL,2.6 SPFa 9/12 CUNDER 12'-0'VIDE)SNGL 2x6 SPF#2 J 9/12(12'-0•/ 13'-9'WIDE)SNGL.2x8 SPF#2 12/12(UNDER 12'-0' VIDE)SNGL,2x6 SPF#2 12/12(121-0'/13'-9'VIDE)SNGL,2.8 SPF02 JOIST HANGERS(STI) OR 2x3 OR EQUIVELANT CEILING JOISTS - LEDGER OPTIONAL LEDGER TYPICAL FOR 2x1 WALLS 5/12-7/12 C10'-0' /13•-9'VIDE)2x8 SYPa2 NOT REQUIRED FOR 2x6 WALLS 9/12(UNDER 12'-0'WIDE)2x8 SPF#2 9/12 Q2'-0'/13'-9'WIDE)2x10 SYP#2 12/12 CUNDER 12'-0'VIDE) 2xe SYP#2 _ 12/12 C12'-0'/13'-9'VIDE)2x10 SYP#2 - TYPICAL CEILING FRAMING DETAILS FOR 1st FLOUR OF A TWO STORY TYPICAL-22 X 3Q'CEILING ACCESS PANEL _EZ iN•CiR➢Rc - T 5/12-7/12 CSO'-0' /'139*VIDE)DBL.2x8 SPF#2 11 11 11 N 9/12(UNDER 12'-0•VIDE)DBL 2x8 P � 9/12(12'-0'/13'-9'VIDE)DHL 2x10 SPF#2 r 12/12(UNDER-12-0'WIDE) DBL 2x8 SPF#2 12/12 CIE'-0'/13'-9'WIDE)DHL 2x10 SPF#2 - •i :o a - P - 1 3 1'TYP JOIST HANGERS CSTD)OR LEDGER OPTIONAL 20'-0'THRU 66'-0' TYPICAL CEILING FRAMING DETAILS PICAL IS TYPICAL JOIST ADDED FOR INTERIOR WALL SUPDED PORT OR FOR 5/12 THRU 12/12 RAFTER SYSTEM INTERIOR WALL SUPPORT PLUMBING VLLS - -- _- -- -- -- - -- -- _- __ - 2-240 SPF #2 X -- -- -- -- -- -- PERIMETER BANDS c5 0 N zxlo SPF az a 16•oc FLOOR JOISTS OR FLOOR TRUSSES 12'-0' TO 13'-9' WIDE .II�II`IIIIl1117iittit;,�� 2x2 L.V.L ,� oO LEDGER(STD) �Q- �l •'p :o 2-2x1#SYP #2 _ - FLOOR GIRDER _ 11 BEARING •�G n• s N + COMP.S ENGINF772,'� 2X10 PERIMETER •(� •W ` a uj x _ 2-2xe SYP#2 1/z xa COMP.STRIP �r _�o FLOOR GIRDER •.. 9179.•• \�` F •.... ° 2x6 WALL Z� m tlt fit IM 3 1'TYP UNDER 12'-0' WIDE - 2x8 SPF a2 a 16'OC S rae'P6�of FLOOR JOISTS �%/L APEX PBJPP�'LTJOA' OR FLOOR TRUSSES IIOIYI�'S, IIVC. 247 US H"522X, MLDDLSDURG,PA 17842 2-2xB SPF#2 (570x837-2333 FAX 837-0290 _ -_ -- -- -- -- -- -_ -- -_ -- -_ -- -- -- _ _ -- -- PERIMETER BANDS ,DIST HANGERS (STD)DR tw OR EQUIVELANT TYPICAL FRAMING DETAILS - IRC LEDGER OPTIONAL LEDGER TYPICAL FOR End FLOOR OF TWO STORY (NOT - REGUIRED-FOR FIRST FLOOR) BY, DATE, - REV, DVG N0� TYPICAL FLUOR FRAMING DETAIL BSL/DRP 18 JAN 03 A 3 8 DHL 2x6x14 SPF #3 7/16 OSB 2x6x14 SPF #3 DBL 2 4X1 SPF #3 7/16 OSB 2X X14 SPF#3 DR •SPACE RESERVED FOR THE NEV YORK STATE STAMP OF APPROVAL' T^yP PLATES COMPRESSION STRIP TOP PLATE TOP PLATES COMPRESSION STRIP 26X14 SPF#3 TOP PLATE C7 JW JZU JQ JAL) Jam^ Jam. }K K K J ¢ ¢y G�� ¢y 3y 3 3¢� }K Tu D,< }d >-a N QC o C G�71i- of 12 N7W GC A^ = W NNG.i ¢ K U y¢ K N K U =a I�K W 1� � .Z-.Y W >x(,l NFW- 1`� .\..Z.. W4� Y NZ y� �� T3 \z 0 z Nye H?N N V ~I m m N X q m N X Q v N Q N y X j N y N N N N y 7/16 OSE 7/16 OSB EXT OOH 1/2' DRYWALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL INTERIOR SIDE SHEATHING c.1 11 1 SHEATHING SHEATHING 2X6X14 SPF #3 2-2X4X91.5 SPF #2 2X6X14 SPF #3-J 2-2X4X93 SPF #2 2-2X4X91.5 SPF #2 L_2X4X14 SPF #3 2x4x14 SPF#3 OR 2-2X4X93 SPF #2 PLATE FLAT WALL TIE W/ FLAT WALL TIE W/ FLAT WALL TIE W/ BOTTOM SPF#3 FLAT WALL TIE 4 LAGS PLATE 4 LAGS 4 LAGS PLATE - BOTTOM PLATE W/ 4 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERI❑R WALL FRAMING 2X8 STD. CLG BEAM IF CLG BEAM SIZED PER SPAN SIZE HDR SIZED PER SPAN SIZE II II (TYP) (TYP) HDR SIZED PER SPAN SIZE (TYP) II II I I II II I II 2X4 SPF #2 JACK STUDS ! I CL I-(TYP)-I .. !_2X. SPF #2 JACK STUDS } NO. DICTATED BY SPAN SIZE d I ! ! ! I (T P ICTATED BY SPAN SIZE r !WINDOW! ! MULLED OR COMBO 2X4 SPF #2 JACK STUDS II II I-(TYP-)-! !-❑PNG ! I WINDOWS NO. DICTATED BY SPAN SIZE II 2X4 #2 TEMP !! I ! I I ! I SHPNG SUPPORTS I I 2X6 SPF #2 BOTTOM SILL (TYP)- II 48' O.C, I! I ! I (TYP), I HEADERED ARCHWAY 1-TT DOOROPNGCLEAR SPAN OPENING I I I I I APEX SERIES MARRIAGE NOTES ALL FRAMING MEMBERS NOT APEX SERIES SIDEWALL NOTE, ALL FRAMING MEMBERS NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE FRAMED OPENINGS NOTED ARE AS LISTED ABOVE APEXSERIES 4-16 GA STAPLES STRAPPING DETAILS EACH STRAP !�' t VZA6'ns G G2v 1 L-eM6')rL6 GA I m fa yim smw AT GAIN.STEEL.STRAP Ix a: AT 40-MM K K J OE] lL q f7 O d N Cu C.1 T o,rn��a ..H STRAP (L N N LI �y y!- �lfi GA STAPLES S L S y ti L L'o a y a d, STD. EXT, WALL TO FLR ANCHOR 4-16 G4S.-z TWO STORY FIRST FLOOR <F N CL v d Xa y y N _ EACH CLG. ANCHORAGE TO BRG. WALL m m NJ y l7N yy N4 T Qy W T X y X F" -T X q 4-06 GA STAPLES X X N J X X H X X H I cu eU y EACH STRAP N N y 1 1/2'%ifi'%2G GA GAL V.SiEE]"STRAP AT 48'DL GALV.STEEL STRAP 60tl NA1l 11, GA EAG-TRUSS AT 48'[Lr lid 4-16 APEX SERIES INTERI❑R_ EACH APEX SERIES ENDWALL �� WALL FRAMED OPENINGS OPT, TRUSS TO WALL ANCHORAGE FRAMED OPENING S TRUSS TO WALL ANCHORAGE ROOF ANCHORAGE TO MATING WALL ,\e`,,,6lIIII111l;It�`,g� of NEW APEX SERIES INT TO INT APEX SERIES INT TO BEARING o CONNECTION DETAILS ENGINEER, APEX SERIES - ENDWALL TDP PLATE OVERLAPS WALL C❑NNECTI❑N DETAILS WALL EXTERIOR CORNER WALL SIDEWALL TDP PLATE FOR TIE IN ILII W C❑NNECTI❑N DETAIL 3 X 6 METAL = llWlllllll� =� aj� GANG NAIL PRPL3 = t � • Z CLIP PLATES TOP PLATE INT TO INT TOP PLATE INT T❑ BEARING `y0�'_.r;'q. •� ��`'�� o WALL CONNECTION DETAIL WALL CONNECTION DETAIL ��'= a b �,f. • cS51 os\ J J w • :rete 1: N — GANG NAIL PRPL3 / T96 PdAd'OF J ¢ �� W W X -16D NAILS ,idPEX PBRf8LT10 A Ca dc�i 3!P-4-5/16' X 4' LAG N 2 INT WALL T❑ INT WALL BOLT W/WASHER ffOffE ', INC. CONNECTION DETAIL - INT WALL TO BEARING WALL 247 US HWY 522N, HMDLEBURG.PA 17842 TOP PLATE TO TOP PLATE CONNECTION DETAIL (570) 837-2333 PAR 837-0290 ENDWALL EXT WALL CONNECTION DETAIL WALL SYSTEMS - IRC ENDWALL 2-2X4X93 SPF #2 FLOOR PLAN VIEW FLOOR PLAN VIEW BY, DATE, REV, DWG NO, FLOOR PLAN VIEW FLAT WALL TIE BSL/DRP 18 JAN 03 IA39 'SPACE RESERVED FDR THE NEW YORK STATE STAMP OF APPROVAL' APEX SERIES WALL FASTENING SCHEDULE FASTENERS ADHESIVES _ FRAMING NAILS SN607 2500/BX _EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB lOM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN 50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 #40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 8225—BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB 10000/BX — TYPICAL APEX - SERIES BLOCKING DETAILS- - NOTEi ALL BLOCKING IS 3/4 X 1 WRAPPING CL OF VANITY STICKS UNLESS OTHERWISE NOTED ex O W Y N LJ wLJ - - U W Z U M - X V- NMLJ - - - _ Pel U A d 0 NJ J�cu m �❑ .�.� XJ Ca Z Q to O_¢Y \ - N M - U K F l7 F- .�+ TL 4T z u rno 3w_ F C3 F- ]C - VJ Z Ri U q M - - = H PC U - O2 Ne Li 3 v~i w ALL, .oz3 v� C] N� - NU�Z. . r J I ELECTRICAL BLOCKING WASHER BLOCKING VANITY. BLOCKING STD TUB BLOCKING APEX SERIES PROTECTIVE STEEL -PLATES - _ 1\,�41111i111QttPdird HjVcu—J(4 ```�Q'��:Q� JO1Ejlr _ yENGINE Y - m C3cuzDg U '\"�_ xZ 4X14 1/2' 20GA. PROTECTIVE Nom. r.J Vi cv� - 3X5 20GA, PROTECTIVE - STEEL PLATES READ _ Wo STEEL PLATES READ o� WHERE PIPES PENETRATE WHERE WIRES PENETRATE PLATES ror STUDS OR PLATES AND J<O0 e9 •.°•• 9•• =�� t e cY 1 w ARE WITHIN 1 1/2' 'OFpF,' '• �Q�`�� EITHER EDGE ''fi, oFESI MR PxAr OF N ./lPEX ES, IN 247 USS RBAY STD SHOWER BLOCKING KITCHEN BLOCKING' 7YC. 522N, dQDDLEBDRG Pd 17842 (570) 837-2333 PAS 837-8298 PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS — •IRC— " - - BY, DATE, - REV' 13)w G NOS BSL/DRP 18 JAN 03 A 4 0 -SPACE RESERVED FOR THE NEV YORK STATE STAMP OF APPROVAL' 2x4 BTM. CHORD 7/16' O.S.B. SHEATHING 7/16' O.S.B. SHEATHING 3/4' POLYSTYENE 3/4' POLYSTYRENE FOAM HOARDCRR38) INSUL. AREA FRAMED FOAM BOARD 2x4-BTM. CHORD AREA R-19 F.G. INSUL. W/VB R-13 F.G. INSUL. W/VH 2x4 BTM. CHORD INSUL. AREA FRAMED 1/2' GYP. BRI), 1/2' GYP, BRD. INSUL. AREA FRAMED AREA R-11 F.G. BATTS VINYL SIDING AREA INSUL. VINYL SIDING 12x4 STUDS @ 16' O.C. 2x6 STUDS @ 16' O.C. R-30 F.G. INSUL. W/VB. INSUL. \W/V.BF.G. INSUL. �� q W/V,B. 1/2' GYP. BRD. 1/2' GYP. BIRD. 1 (� 1/2' GYP, BIRD. (/) J 1 O O JQ 17/16' 1/2 O.S.B. SHEATHING Q Lv O J 3 7/16' O.S.B. SHEATHING 1 1/2' POLYSTYRENE > U _ Q FOAM BOARD(R-7.5) � VINYL SIDING R-19 F.G. INSUL. W/VB Z 1:3R-19 F.G.`INSUL. W/VB O � 1/2' GYP. BIRD. . f— p 2x8 CLG. JSTS. LJ 1/2' GYP,'BRD. VINYL SIDING Q p 2x8 CLG.-JSTS, ~ I— 2x6 STUDS @ 16' O.C. 2x6 STUDS @ 16' O.C. J Q�f 2x8 CLG. JSTS. J X R-11 F.G. BATTS C4 0�f Z p INSUL 14 15 C'o Q� HL, Lj Zp R-30 F.G. INSUL, Rr38 F.G. INSUL ti LL W/V,B. R-38 F.G. INSUL, W-/V.B.- W/V.B. 1/2' GYP. BRD. 1/2' GYP. BRD. 1/S' GYP. BRD. 7/16' O,S.B, SHEATHING 1' POLYSTYREE O O O FOAM BOARD RN 5) R-21 F.G. INSUL. W/VB 16 1/2' GYP. BRD, VINYL SIDING 2x6 STUDS @ 16' O.C. INSULATION VALUES INSULATI❑N VALUES FOR ROOF / CEILING — VAULTED FOR 1ST FLR, TO 2ND FLR. EXT. PERIMETER 2x10 RAFTER 2x12 RAFTER ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS ' 11 MIN. AIR SPACE 235# ASPH. SHNGLS, O OF THE ENERGY_ C❑NSERVATI❑N CONSTRUCTION CODE OF NEW YORK STATE 235# ASPH. SHNGLS. 7/16' O.S,B. SHTG. -- 7/16'-O,S,B�SHTG. -- -- -- --------- Tl-ll NOTES: 3' FRAMING 1. RESIDENTIAL BUILDINGS REGULATED BY THIS PART SHALL BE DESIGNED IN ACCORDANCE WITH THE THERMAL PERFORMANCE VALUES LISTED IN THE ECCC OF NYS. THE APPROPRIATE T'IN F HERMAL PERFORMANCE REQUIREMENTS SHALL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONING R-30 F,G. INSUL. TO THE MAJORITY OF THE CONDITIONED FLOOR AREA. R-30 F.G. INSUL, W/V,B, . R-19 F.G. INSUL, 2. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR W/V,B, (COMPRESSED) TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER Al/2' GYP, BRD. WARM SIDE OF THE INSULATION IN ACCORDANCE WITH THE ECCC OF NYS, 1/2' GYP. BIRD. 3. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (When tested in accordance with ASTM E 283). WINDOWS C cfm per square 7 O foot of window area) - 0,3 Reft AAMA/WDMA 101/I.S.2 & ASTM D 4099. SLIDING DOORS (cfm per square foot of O O of door area) - 0,3. Swinging Doors (cfn per square foot of door area) -0.5. Requirements based on door assembly. AN D 5 FALL JONTS AND RAMESIBETWEENOPENINGS IN WALLS AND ROOFDING/CEILINGS,LOPE SYSTEMS BETWEEN WALLSCANDIFLOORS OR FOUNDATIONS,JBETWEEN OR WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL HE CAULKED, VAULTED CEILING W/ ELECTRIC HEAT IS NOT AVAILABLE GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED, 6. AN AIR INFILTRATION HARRIER SHALL BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING INSTALLATION TECHNIQUE NECESSITATES A LOOSE-FITTING APPLICATION. 7, ALL FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION NOT TO EXCEED 20 CFM AT 0.3 INCHES WATER GAUGE. IF THE DAMPER ALONE DOES NOT MEET THIS REQUIREMENT, 'a �40 INSULATION VALUES TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS SHALL BE USED, 6-1 8� ALL FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FROM THE OUTDOORS, 1_ �� OF SUFFICIENT QUANTITY TO SUPPORT COMBUSTION. THIS SOURCE SHALL BE EQUIPPED WITH A DAMPER AEBMT �" 69 FOR FLOORS CAPABLE OF BEING FULLY CLOSED. ° �' 9. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED e q t WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT.- �" ° Q �� Co- 2x8 FLR: JSTS. 2x8 FLR, JSTS. 10. TEMPURATURE CONTROL, EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST 1 THRMOSTAT CAPABLE OF p • =� o AUTOMATICALLY ADJUSTING SPACE TEMPURATURE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE OF TEMP, T� a -�?� • 19/32' T & G O.S.B. 19/32' T & G O.S.B. SETTINGS FROM 45 DEGREES F TO 85 DEGREES F AND SHALL BE CAPABLE OF PROVIDING A DEADBAND OF NOe NEER ' "Y�?a'` Y' UNDERLAYMENT UNDERLAYMENT LESS THAN 5 DEGREES F BETWEEN FULL HEATING AND COOLING 4 , 11. ZONING, AN ACCESSIBLE MANUAL OR AUTOMATIC MEANS SHALL BE PROVIDED TO RESTRICT OR SHUT �'� �46® ea OFF THE HEATING AND/OR COOLING TO EACH TERMINAL UNIT. • •� % 12. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN V SHALL BE INSTALLED ON ANY SUPPLY m®� AIR DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE '�d¢� 13. ALL TRANSVERSE JOINTS ON SUPPLY AIR DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE SHALL � �� BE SEALED WITH ADHESIVES, SEALANTS, GASKETS, TAPE SYSTEMS, OR COMBINATIONS THEROF. R-30 F.G. INSUL, R-19 F.G. INSUL. 14. SUPPLY AND EXHAUST AIR INTAKES AND OUTLETS SHALL BE EQUIPPED WITH TIGHT SHUT OFF DAMPERS 11A� n W/V.B. (COMPRESSED) W/V.B. AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. 15. INSULATION WITH A, MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING / 1 1 1 DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. TEA ffC7f of 16. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 3/4' SHALL BE INSTALLED ON ANY —/rP-+x p ��/�' SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER . 17. PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SQ. FT. IN AREA & 5'70' MIN. HOME'S, INC BETWEEN SKYLIGHTS247 US Hwr S22N,Jfflmeeaxc'PA 17842 INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 18. DOORS & WINDOWS LESS THAN 2'-0' FROM A LOT-LINE OR IN EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE (570)897-2333 PAY 837-0290 SEPARATION WALLS & ZERO-LOT LINE WALLS ALSO SKYLIGHTS, LOUVERS, & RIDGE VENTS LESS THAN TWO FEET FROM LOT-LINE OR FROM THE SYSTEM AND SUBMITTED TO LOCAL PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 HR. MIN. FIRE RATED & BE SELF INSULATION- VALUES —IRC CODE ENFORCEMENT OFFICIAL IN CONNECTION CLOSING OR HAVE A 3/4 HR. MIN. OPENING PROTECTIVE WITH BUILDING PERMIT APPLICATI❑N SHALL BE 19, GLAZING IN DOORS, FIXED SIDE PANELS, TUB & SHOWER ENCLOSURES (INCLUDING DOOR, PANELS & WINDOWS) BYDATE, REV, 131VG NO- ACCOMPANIED BY A MECcheck REPORT -INTERIOR PARTITIONS 18' OR LESS FROM FLOOR LEVEL SHALL BE SAFETY GLAZED. (INCLUDING THE INSPECTION CHECKLIST) 210. MAXI UAM CGLAZINGN PERCENTAGE SHALL NOT FE EXCEED I15�NOF THEOTOTALO EXTERIOR WALL AREA. BSL 18 JAN 03 A44 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' ' w p INSULATION SCHEDULE VINYL SIDING-� 1/2' DRYWALL ROOF/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS @ 16' ❑C. U-0.038 FOAM BOARD R-19 INSUL. w/ VB, - R-30 INSUL. 2x4 TRUSS 1/2' DRYWALL 7/16' OSB. \ NOTE: U-0,032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL, R-38INSUL, -2x4 TRUSS 1/2' DRYWALL INFILTRATION W/ V.B, �/\ U-0.025 INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG, 21S ASHRAE R-30INSUL, 2x8 RAFT, 1/2' DRYWALL Q's = ,018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) W/ V,B. \ V = VOLUME TI-TO = 720 - 00 F = TEMPERATURE DIFFERENTIAL BASE U-0,039 : 1 AIR CHANGE = WINDOW OR DOOR 1 WALL .018x,72xlx,667 = ,86 BTUH/SQ,FT, ROOF/CEILING 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS 7/16' OSB,-\ 15# FELT /-235# SHINGLES 018x.72x1,5x.667 = 1.30 BTUH/SQ.FT 2x12 RAFT,—A2 AIR CHANGE = WINDOW OR DOOR 3 WALLS _ U-0,035 R-30— - 1/2' DRYWALL ,018x,72x2x,667 = 1,73 BTUH/SQ,FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING: WINDOWSi 0,5 CFM/LF OF OPERABLE SASH CRACK SLIDING DORS: 0.5 CFM/LF OF DOOR AREA FLOOR SWINGING DOORS: .03 CFM/SF OF DOOR AREA 19/32' T&G OSB, MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA w HANDBOOK OF FUNDAMENTALS U-0.050 JL, 2x8 FLR JOISTS W/ VB, 19/32' T&G ❑SB, INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION M WITH BUILDING PERMIT APPLICATION SHALL BE U-0.040 \-R-19 INSUL w/VB. ACCOMPANIED BY A MECcheck REPORT 2x8 FLR JOISTS COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITI❑NAL INFORMATION 2x4 STUD U-0.070 7/16' OSB. MIM—R-13 INSUL, w/ VB. VINY SIDING L � 1/2' DRYWALL v up�p 1/2' R-MAX OR 2x4 STUD � .a^� *,p 3/4' STYR❑FOAM U-0.054 R-13 INSUL, w/ VB, a phi 7MINYy 7/16' OSE.. ALMMA 7 � s e_ 1/2' DRYWALL 4 STUD d 5/8' PLY T1-11 2x � ENGz ';; •� ® AR TY,U-0,076 R-13 INSUL, w/ VB, �AV 1/2' DRYWALL ��. VINYL SIDING 2x6 STUD 7/16' OSB. V 2 0 E0 U-0,053 R-19 INSUL, w/ B. _ Tom'PF"OF VINYL SIDING-� j 1/2' DRYWALL pix PBn�vc. _ 1/2' R-MAX OR 2x6 STUD 247 USaWY 52W,XrDDLEDUJM ae r7842 U-0,043 3/4' STYROFOAM R-19 INSUL, w/ VB, (570)897-2999 FA%897-0290 7/16' OSB, INSULATION VALUES -IRC PY, DATE i JREV- DWG NO, BSL 18 JAN 03 A45- TO DV 'SPACE RESERVED FOR THE NEW YORK STATE STAMP IF APPROVAL' r0 -3/49FLEXIBLE NOTES' DW PIPE 1 yr T VENT r Lz I SEE NOTE 7 GARBAGE DW COUPLING rA. 1 1/2'SAN TEE DW mPT) 3'012'ABOVE (EY LLTTY) TEE DISPOSAL1 1/2'VENT 1.ALL PLUMBING NOT PROVIDED BY APEX TO BE SUPPLIED&INSTALLED YLTTY) &BF1.OV CUNT.ON SITE BY BUDIDER(NOT FDR NYS) W PIPE 0 SEE NOTE 7 IN BSMNT MODELS,WASHER MAY BE LOCATED IN BSMNT,ON SITE 1/2J2'0 WASTE WASHER HmC CONNECT,BY BUILDER I yr P TRAP ' 1 1/2'X3'INCREASE c P TRAPBATH TUBS AND SHOVERS ARE LISTED BY AN APPROVED AGENCY (SEE NOTE 38) 2'SAND PD'E 4.HEIGHT OF WATERPROOFING IN TUB AND SHOWER SPACE IS 6'-0'MM ON 2ND FLR LAV. 18'MIN.30'MAX.S THOS VENT EIT}ER INCREASED TD 3' &12'HELOV ROOF LINE Ott TALL CLEAN OUT 45, FLR INS ON 2ND FLR LAV.ELDOVS OVER AND CONNECTS TO 3'MAIN VENT WITH 3%3X1 1/2 TEE SOLVENT LEtENi JOINT FLRSHOWN FLR �- 1 L2'0 IAS SHOWN OIITr P TRAP APPROVED6. ABOVE NNECTIDN!F VENTS TO BE FACTORY MADE WHERE PRACTICAL I I I 1 I ABOVE CEILING FIELD CONNECTION BETWEEN I I z"� 7.PLASTIC PIPE SHALL BE SUPPORT=EVERY 4'-0'HORIZONTALLY Alm ' ' I 1 1/2•SAN TEE KIT SINK DRAIN & VENT VERTICALLY 041'LESS THAN r PIPE SUPPORTED EVERY 3'-C'HORIZ- MODULES OR BSMNT FIXTURES LAV SUPPLY I LTTY) ALLUNTHORIZONTAL LAV. DRAIN & VENT KIT SINK SUPPLY WASTE W/ OPT. DW. & GAR, DISP, FLR S.VENT EXT.THROUGH ROOF 12'rmt W/ OPT, DW, SUPPLY 1 1/r P TRAP EA FIXTURE SHALL BE EA.FIXTURE SHALL HE (SEE NOTE 38) 9.ALLLEVE VENT PIPING SHALL HE A MM OF 6'ABOVE THE INDIVIDUALLY VENTED 1 1/2.0 WDMDUALLY VENTED FOO®LEVEL RIM TIF THE HIGHEST FIXTURE W THAT DRAIN BRANCH VACCUM RELIEF NEEDED WHEN TANK (NY ON 2ND ALR LAV. 30.DVV MATERIAL TO BE PVC DR ABS SCHEDULE 40 OR EQUAL TO IS ON FIRST&SECOND FLOOR FLR INSTALL CLEAN OUT WASHER DRAIN & VENT COPPER OR OTHER METAL PIPE I AS SHOWN WASHER BOX U.PVC&ABS SHALL NOT BE MIXED VrMUT A MECHANICAL CONNECTION ISOLATION VALVES DWELLING ISOLATION I IN FIXTURE SHALL HE 12 ALL DRAIN LINES TO BE SLOPED 1/4'PER FOOT TO MAIN. VALVE SHALL BE ACCESSIBLE TO EACH TEMPERATURE&PRESSURE INDIVIDUALLY VENTED 13.HORIZONTAL To VERTICAL CONNECT.TO BE MADE V/LONG TURN TEE LIVING UNIT RELIEF VALVE 6•MM KIT SINK DRAIN & VENT HOSE BIHBS 14.HORIZONTAL TO HORIZONTAL&VERTICAL TO HORIZONTAL DRAIN 3'MIN.VENT PENETRATION THROUGH ROOF EA.FIXTURE SHALL HE CHANGES IN DIRECTION SHALL BE 45 DEGREE VYES,LONG SWEEP WATER FLOW -WATER FLOW MADE WATERTIGHT,SITE INSTALLED IF NO W/ VACUUM 90 DEGREE VYES,LONG SWEEP 90 DEGREE ELBOWS,LONG SWEEP MAIN SHUT-OFF VALVE PRACTICAL IN FACTORY INDIVIDUALLY VENTED TY s 6TH,CTM, OR 16TH,aEPtns,OR EQUIVALENT LONG SWEEP H13T WATER CUTLET BREAK CNY ONLY) FITTINGS SH13RT SWEEPS PERMITTED ONLY ON 3 INCH OR LARGER FIXTURE SHUT-OFF VALVE OF MIN TO BRANCH PIPE AND BEGINNING 15.MAX.LENGTH FROM WASTE OUTLET TO TRAP WEIR IS 24' COLD WATER SUPPLY TO FIXTURES OF REDUCTION AT REDUCER 16.MAX 3-6.-P TERMINAL OF FIXT.TRAP TO VENT 1 1/2•-3•-6',2'-5'-0', COLD WATER INLET ALT L2'VENT TO VENT �I 36'-0• TERMINAL FOR SINK&WASHER 1 1/2'BRANCH VENT 17.VACUUM BREAKS TO BE INSTALLED ON HOSE BIHBS FOR NY ALTERNATE TEMPERATURE& 3'X3-XI 1/2'TEE WASHER SUPPLY I8,KIT SINKS&SHOWERS FLOW RATE TO BE 3 GPM.MAX.LAWS TO PRESSURE RELIEF VALVE LOCATION 1/2.0 aE 2 GPM.MAX. DISCHARGE LINE CTO BE - 19.SUPPLY LINES ARE TYPE'L' COPPER EXTENDED TO AN OPEN DRAIN 20.COPPER PIPE SHALL BE SUPPORTED EVERY 6'-0'HORIZONTALLY AND TEMPERATURE RELIEF AT EACH STORY HEIGHT,NOT M EXCEED 10'-0'VERTICALLY PRESSUREFLR T� uv 2L ALL JOINTS IN COPPER PIPE TO BE SOLDERED V/SOLDER&FLUX VALVE SHALL PIPE TO AN AIR _ APPROVED FOR SUCH USE&SHALL BE 99.87 LEAD FREE FOR SUPPLY GAP NEAR FLR IN THE SAME 2'FUTURE OPT.BACK TO BAD 31 PIPING SPACE AS VTR HTR THEN VNEN -VENT COMMON VENTING FDMJRE USING ABOVE ROOF 6_J I I VTR HTR IS ON FIRST OR SECOND 3'-6'MAX 3'MAW STACK VENT I I N vrm I 22 PLASTIC PIPE SMALL NOT PENETRATE FIRE RATED ASSEMBLIES,METAL FLR DRAIN SMALL PIPE BELOW 3'-6'MAX (DOES NOT APPLY yr 1 t2'QI PIPE IS TO BE USED A MIN.ABOVE ASSEMBLY AND DOWN WASHER TO NY) FIRST FLR PROVIDED IN PLANT OPT HACK TD HACK 3'COUPLING SEE PAGE A42 OF APEX HOMES SUBMISSION SET FOR LOCATIONS OF ASSEMBLIES 1 I DRAIN SHALL PIPE&DISCHARGE - 5'-0'MA% WATER CLO USING 23.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS&COUNTERS INDIRECTLY TOA HAZARD FREE COMMON VENT O)OES I 24.ONE FROST FREE SILL COCK IS TO BE INSTALLED ON SITE BY ELDER POINT 6'MIN.AIR GAP - ------ - 3'-6•MAX NOT APPLY TO NY) 3.0_I SEE NOTE 17 ,f LAV I HATH 25.VACUUM BREAKERS TO BE LOCATED A MIN.OF 4'ABOVE FLR LEVEL 2' TUH/SHOWER WATER CLO I 2ND FLR I 12'm ON FACTDRY INSTALLED FIXTURES CLE.CLOTHES WASHER)MY-SEE HOT WATER HEATER PAN WASHER SUPPLY DETAIL (METAL FOR FUEL BURNING HEATER) _ -__--- ----- ------ - --- FLR 26.(2 STORY)2ND FLR FIXTURES OR FIXTURE GROUPS WILL HAVE DRAIN ALR STUB THRU F1 VENT PROVIDED I �+ID /, I ve I2'ID STACKS SEPERATE FROM 1ST FLOOR FIXTURES OR FIXTURE GROUPS 1 1/2'DRAIN FROM DRAIN PAN -�LODR FOR FUTURE BRED-� uv L 27.(2 STORY)1ST FLOOR WILL DRAIN HORIZONTALLY INTO HOUSE DRAIN TO BELOW FIRST FLOOR(PROVIDED IN PLANT) LAUNDRY,STUBBED I I WATER CLP,FLANGE I p 28 (2 STORY)ACCESS TO FIELD CONNECTION OF BOTH SUPPLY AND DVV WHEN TAKK IS DN FIRST OR SECOND FLOOR Cd AT 3ST FLR THRU PLR,TAGGED I 4'%3' 2'DRAIN SLOPE 1/41/FT &CAPPED 1 i2. SYSTEM WILL BE PROVIDED IN IST FLOOR CLG WATER HEATER DETAIL LONG BEND SIZE ACCORDING `` I I 1 29.WALL CONSTRUCTION FOR CONSTRUCTION FOR SHOVER RECEPTORS SHALL BE TO FIXTURE LOAD TO HOUSE DRAIN �J I IN COMPLIANCE VITH SECTIONS P2708 AND 2709 OF THE RC of KYS SEE NOTE 34 I I FLR I 31 ANY STRUCTURAL MEMBERS SUBJECT TO DRILLING,CUTTING,OR NOTE, - TYPICAL DWV SCHEMATIC NOTCHING SHALL BE LEFT W A SAFE STRUCTURAL UONDITIQN BY NO FUEL BURNING WATER HEATERS INIOR OFF SLEEPING,BATH OR TOILET ROOMS. 3'COMBO VYE&1/8'BEND ' BATH#2 BEING REINFORCED,REPAIRED,OR REPLACED, ALL IN ACCORDANCE V/ PROVIDE DOOR OR PANEL LARGE ENOUGH TO REPLACE HEATER DO NOT PLACE ACCESS - ``~T1�(BY BUILDER) - F 2ND FLR THE STRUCTURAL REQUIREMENTS OF THE CODE THRU CLOSET.SPACE FOR WATER HEATER SHALL BE PROVIDED IN PLANT. - 3L PIPING SHALL BE FIRE STOPPED WHERE REQ.D BY SECTION P26034 OF THE INSTALLATION SHALL BE PROTECTED FROM FREEZING - 1 RC.of NYS.WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT a 3•VRi vrm I PENETRATES AND BE SUITABLE TO PIPE MATERIAL(SEE PAGE A42 FOR MAIN VENT & W.C. DRAIN & VENT PIPE PENETRATION DETAILS). De I r 4>°ELL 3Z FIRE STOPPING SHALL BE PROVIDED BEFORE IT IS COVERED OR CONCEALED I ONE 3'0 STALK PER LIVING UNIT MM TWO STORY (2ND STORY) INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT. (NY)EA FIXTURE SHALL BE 33.PLASTIC PIPE SHALL HE PROTECTED WITH 1/16'(35 GA.)STEEL INDIVIDUALLY VENTED POTABLE PLUMBING SCHEMATIC PLATE WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1/4'FROM EDGE OF MEMBER TYP.AIR GAP DETAIL 34.WATER HEATER INSTALLATION SHALL MEET CHAPTERS 20,24 AND 20 3-m r 4VE1L I�''9°DQ•L t 1/ 0 OF THE RESIDENTIAL CODE OF NEW YORK STATE LT = LONG TURN I l , rnR FOR AN OVER�E RIM i I vrm 'Io I2'TEE 7 44'El1 35.ALL PLUMBING SMALL BE TESTED IN PLANT PER THE R.C.of N.Y.S. LTTY = LONG TURN TEE-WYE CHAPTER 28 NO PLUMBING SHALL HE COVERED BEFORE TESTING. 3.45-ELL 36,FIELD INSTALLED PIPING BETWEEN IST&2ND FLOORS,AND ALL DBL LTTY = DOUBLE LONG TURN i I2'm I/E'-90'ELL I vrID I ve'I3I2'fD yr TFE rm 3x3'>e',g WORK DONE ON SITE SHALL BE APPROVED BY THE LOCAL BUILDING TEE-WYE i yr°1 I r-90°°i IID e'I¢ 2m I/a7z'i¢'TFE INSPECTOR AND FIELD TESTED PER N.Y.S.CODE 907 BEFORE CONCEAL- I]2•ID I e•m TEE MENT,INCLUDING UN-SITE BATHROOM TILE 37,IN PLANT FIXTURE DRAINS&ALL OPEN PIPE SHALL BE PROTECTED I I2'A I2'm yr TIE rI-w TEE I I2•LLL OR CAPPED&LABELED IN TRANSPORT 3'1Ct'XI 12'.,V Dffi.TLE rm r-90°ELL e'ID rm 1 I/e'-4wEu 38.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIP I I/rm I I2•ELL I I I2'm HATH #3 JOINTS.ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE V/UNION IN 2ND FLR TRAP SEAL OR HAVE CLEANOUT OPENING SAME SIZE AS TRAP. tI2•ID I r F11 39.WATER CLOSETS SHALL HAVE FLUSHING DEVICES AND FIXTURES IN I I2•- rxz'n I/e•TLE ID I I/e'-:a°EIL uv I I2• ID ACCORDANCE WITH SECTIONS P27122,02712.3 AND PE7114 OF THE RG of N.YS i 40.WATER CLOSETS SHALL HE Ib GALLONS PER FLUSH MAX - I ve'ID 11/e'm ID ev- 4L THE POTABLE WATER SYSTEM SHALL BE FIELD DISINFECTED AS PER rn ar4.n L.M. SECTIDN P290311 OF THE R.C.of N.YS AND THE LOCAL INSPECTOR, i I I2•Lm/ t P TRAP vt 3•LT ELL 4Z UNITS V/OVER 20 FIXTURE UNITS NOT&COLD,2 L2 BATHS WITH I I2'Lm DISHWASHER SHALL HAVE A V MDL SUPPLY NAM m 3 - m 43.CONCEALED PIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS SHALL BE PROTECTED AGAINST FREEZING IN PLANT PIPING SHALL BE KEPT OUT OF nm BATH 01 i 12.m I i�,LT Eu. TIIB � 7 LT ELL BATH#2 I I2• ID UNHEATED AREAS WHERE POSSIBLE °,FyL 2ND FLR _ _ 1'}�r�m �.3.m r0 I ve•m PND FLR 44.HOSE SPRAY(IF SUPPLIED)FOR TUB/SHOVER HAVE A DIVERTER I vrm I I2'P t I2•FEL }�ve'0l - rm S9m73'Im•nm..Lm THAT PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM(eq.BATH i 12.�0� i 12'p >3 e Ftrt axn3;_I_ Z-1 SPOUT DMRTER)OR SHALL BE PROVIDED V/A VACUUM BREAKER uv ��i 1?0 I Lm r TOT: 45.SINGLE FAMILY UNITS LOCATED OVER SINGLE FAMILY UNITS-ALLING r_90ony � -\ i yr Li[LLQ II2'LmPLUMBINGFROM 2'ABOVE 2ND STORY FLR LINE AND BELOW(INCLUD- )vrm�' 1 LT TIL REygr \ _ 112' TIm �AALLPIPING IN FLR/CLG ASSEMBLY AN➢1ST STORY)SHALL HE ALL irmlvDu.L ICT, ' 111 I I2•r Tww m4D+ .i+ rrIo'cr=m _,.e,.n I2 T[E sDlcaz R➢i DV. I Le•Lm ��llR•1 01 ' l 12 EL. T `\ 3'L Y i" __- 46.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING "�G4°`�°'� l c� z'L`2'Lm ve' 1 yr Lm I �\ a0 3.LT oyJ rm . DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE znx \ 112: _ _ 3'LT LLL �� r-sa°LLL 1 yr P Tww��'�'_t vrx3.x3•Lm ' �'+-•r LLL »��y &NOT CONNECT INTO SECOND FLOOR DRAW STACK rID t>M _mak 3•Lm i % 3 Lle LT ELL `\ [70 I I2•Lm I✓e•m o"s _ ��'A" rID _ I I2•mar DIiT] e'P�'' 47.ONE PIECE FIBERGLASS TUB/SHOVER UNIT 32'.60'x72'HIGH OR I ve'm _ _ �T 7[E I i2•LT eu' -I I2•LT Lu 'r_ y��L`� X94_• 6.�, ON-SITE TILE VALLS.OVER FACTORY INSTALLED MOISTURE ar OKYI I I/r Li ELL, a�ilYn-f.¢�TTY �' I�13 `\ t vr- I I2'LT ELL RESISTANT GYPSUM 6'-0'MIN HIGH moi' `\ rxD'w 12.TEE 49.MECHANICAL(AUTO)VENTS ARE DISAPPROVED _ i2.Lm. '�'iTn' ��_ 'e%r¢�i rx-a,>2•mx-TEL yC ��99 49.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TU r t vrio°ELL -C_ i I2'-'90iOE1.L _ `\`\ r Eu-�� rm 7ID BASEMENT STUBBED BELOW FIRST FLOOR,THEN CAPPED AND LABELER my"\' I I2ID �rLn (BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON FIRST OR r LTTT vaao-n I I2'l2'ID'.'TEE-= JE'ID ''SID' _ FmLD I FIFE RAtE71 aSmmLr �� ter' a IRLTv'IE DVELLIMD `\ I I2•ID rm 50,BATHTUBSINCLUDINGGARDEN,WHIRLPOOL AND HOT TUBS SHALL HAVE A 1 1/2' rmy�''� ' r tiLJ / e� � I o 4�� `\ r sig Q p/0Sri - MM OVERFLOW. __Ll r LT ELL _ P 0 ENG � o�A � 51.HEAT TRAPS SHALL BE INCLUDED FOR DOMESTIC WATER HEATING SYSTEMS rID rmi'' CLS MHIRwo`\�\ as ,.%•y.. "�Y o r Lr ELL vp 9 40 LT 0 . PLUMBING MATERIAL SPECIFICATIONS 3'0 t I2 m HAZARD DmIREOILr T° m rl)A �\ � � � a6 � 112'm TDD HAZARD FREE POW ) l Vrm BST FLR LA ATH 01 19 PVC PLASTIC PIPE-ASTM-SLKEDULES 40,80 AND 120,D1785-91 3 m __ -Im ATmm VALVE 1 ®T Z PVC PLASTIC PIPE FITTINGS-ASTM-SCHEDULE 40,312466-90. I�"P TRAP R® uP® p7Im S• PVC SOLVENT CEMENT-ASTM➢2564-91. i 1�� SEIam 1I/e'P 4. AHS PIPE-ASTM-SCHEDULES 40 AND 80,D1527-89 rID iLR I LOW Lm I I2'Lm 5. ABS SOLVENT CEMENT-ASTM-D2235-88 BATH#1 I2'pt1 6 SOLDER -ASTM-132-93 _ SEE DamvmNl M. - IST FLR I T V/ADDENTjM-ZI24290 IDT S ��BE'Ia9 7. RFI VALVE-ANSI 22122-86 5>NK)$TAIL FDR DV 112•Lm yD - uv (LG �( r Lm A tag 8. COPPER DRAINAGE TUBING ASTM-B206-92 '�°s°�' I ��DmlvmuAl Vaa[R r aaaC vixr. till Stub®7IDtD YC"� 5 9. G0.COATED GLASS-FIBER RIENFORCED POLYESTER RESIN SHOVER - uv .J P ' sD.DETAIL roi Dv FLR,TA®&CAPPED AND SHOVER RECEPTOR AND SHOVER STALL-IAPMO/ANSI-Z1242-1987 Cmir I CtMA.SPACE MATTE _ Ivan tom - �rT7 T6B PZAK Vr 10. PLASTIC TUBS-IAPMO/ANSI-21241-1987 V/ADDENDUM-21241n-90 V�l I2'P TRAP _ Y �PJil1 P"I",770N AND Z3241b-91 r DavC Wort rnmt�n Twau I yr Lm vrp� -... _ 1L STAINLESS STEEL FIXTURES-ASME/ANSI-AU219.3M-1987 r Lm � 'TA L CAwEo aATH#1 i TWO STORY, TWO FAMILY, A-2 12.VITREOUS CHINA FIXTURES-ASME/ANSI-AII2192N-1990 POTABLE PLUMBING SCHEMATIC IID1Yll:aJ, INC. 13.CHINA FIXTURES-ASME/ANSI-AU2.192M-1990 IST FLR 14.FORMED METAL PORCELAIN-ASNE/ANSI-A31219.4M-1984 elmvL s9a¢ TWO STORY, TWO FAMILY, A-2 DWV SCHEMATIC 12 2ND FLR 3/4•��! - aDd aDf na rlDornD&p�rTA4s 15.ENAMELED CAST IRON FIXTURES-ASME/ANSI-A112191M-1987 SCHEMATIC SH13VN IS FOR RIGHT SIDE UNIT,LEFT SIDE UNIT 16.MATERIALS,FIXTURES,&EQUIPMENT SHALL BE W COMLL V/NYS - �' I COOT SHOWN)IS REVERSED OF SCHEMATIC SHOWN CODE PARTS 904&1250 DWELLING OVER DWELLING (SIDE BY SIDE) 17.PLASTIC SUPPLY PIPE AND LAW'S.INCLUDING CULTURED MARBLE LAYS. TWO STORY, TWO FAMILY, A-z TYPICAL PLUMBING SCHEMATICS ARE NOT APPROVED.PLASTIC& CULTURED MARBLE COUNTER TOPS ARE NOTE' POTABLE PLUMBING SCHEMATIC AOR4 APPROVED -----FIELD INSTALLED PLUMBING TWO STORY, ONE FAMILY, A-1 _ THE RESIDENTIAL CODE OF NEW YORK STATE :T ALL UNDER IST FLR BRAIN&VENTS SHALL BE DONE IN FIELD cSYuH THRU FLR ONLY)- DWELLING OVER DWELLING POTABLE PLUMBING SCHEMATIC BY' DRP PILE JAN 03 DVG N0 A46 ALL OPTIONAL BATHS,BOTH IST&2MD FLOORS SHALL HAVE BELOW FLR➢RAW&VENT PIPING TYP,FOR IST&2ND FLUOR SHALL BE REFERED TO HEREIN AS THE R.C. of N.Y.S. DONE IN FIELD PROVIDE ACCESS FOR FIELD INSTALLED PIPING) SEE DVG #32 FDTt FLOOR PLAN ANDERSEN WINDOW SCHEDULE 'U' VALUES M & W WINDOW SCHEDULE 'U' VALUES 'RESERVED FOR THE NEW YURK STATE STAMP[IF APPROVAL' c KEY, TYPE CODE ROUGH OPENING 'L' 'V' 'SQ.FT•' 'R' AIR W/GRILLES W/O GRILLES KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SQ.FT•' 'R' AIR STANDARD WITH ARGGN 1. DOUBLE HUNG TW2432 30 1/8'x41 1/4' 5.09 2,94 8.4 3.2 .10 .34 .35 11 DOUBLE HUNG 2432 30 3/8'x41 1/4' 5,8 2,74 7.39 3.3 ,11 .37 .33 2. DOUBLE HUNG TW2842 34 1/8'x53 1/4' 8,23 4.64 12,34 3.2 .10 ,34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 11,11 3.3 ,11 .37 ,33 3. DOUBLE HUNG TW3046' 38 1/8'x57 1/4' 10.31 5.73 14,85 3,2 .10 .34 .35 3. DOUBLE HUNG 3046a 38 3/8'X57 1/4' 11.2 5,9 13.5 3,3 ,11 .37 .33 4, DOUBLE HUNG TW2852` 34 1/8'x65 1/4' 10,48 5.88 15,14 3.2 .10 34 ,35 4. DOUBLE HUNG 2852` 34 3/8'x65 1/4' 11.4 6,02 13.7 3.3 .11 .37 ,33 5, DOUBLE HUNG TW2856 34 1/8'x69 1/4' 11,22 5,05 16.08 3.2 ,10 .34 ,35 5. DOUBLE HUNG 2856 34 3/8'x69 1/4' 12.2 6.04 14.6 3,3 .11 ,37 .33 6. D.H. PICTURE TW20-DHP4246-20` 99 1/4'x57 1/4' 25.4 6,4 39.0 3.2 .10 .34 .35 6. D.H, PICTURE 18-4046-18` -93 5/8'x57 1/4' 25.4 6.4 39.0 3.3 .08 .37 ,33 7, D,H. 45° BAY TW45-31046-20` 90 3/8'x58 3/4' 25,4 6.4 37.1 3.2 ,10 .34 .35 7. D.H. 45' BAY 45-18-4046-18 ` 85 1/4'x57 3/4' 25,4 6,4 37,1 3.3 .08 37 .33 8. CASEMENT BOW C45 BOW 97 1/4'x61 7/8' 30,2 10.8 1 42,0 322 1.03 1 .34 .34 8, CASEMENT BOW 2050 4W 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .05 .35 .31 9. CASEMENT PICTURE CW25-2° 114 3/8'x60 3/8' 30.2 10.8 41.5 3.2 .03 .34 .34 9. CASEMENT PICTURE 2050 QUAD° 96'x60' 30.2 10.8 41.5 3.3 .05 35 .31 10, CASEMENT CW135e 28 7/8'x41 3/8' 7.2 5.7 8,3 3.2 .03 .34 .34 10. CASEMENT 2435° 29 1/4'x41 1/4' 7.2 5.7 8.3 j3.3 .05 .35 .31 il. CASEMENT CW154 28 7/8'x60 3/8' 11.2 8.5 11.8 3.2 .03 .34 ,34 11, CASEMENT 2450' 29 1/4'x60 1/2' 11.2 8.5 11,8 13.3 •05 .35 .31 12, DOUBLE HUNG TW2042 26 1/8'x53 1/4' 5.79 3,4 9.41 3.2 ,10 ,34 .35 12. DOUBLE HUNG 2042 26 3/8'x53 1/4' 5.79 3,4 9.41 13.3 ,11 .373133 13, DOUBLE HUNG TW2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 3,2 ,10 .34 .35 13, DOUBLE HUNG 2046` 26 26 3/83/8'xx65 57 1/4' 6,31 3.7 10.12 3.3 ,11 37 y 3.2 .10 .34 .35 14. DOUBLE HUNG 2052` ' 1/4' 7,37 4,31 11,54 3.3 .11 .37 14. DOUBLE HUNG TW2052` 26 1/8'x65 1/4' 7,37 4.31 11.54 .3333 15. DOUBLE HUNG TW2056` 26 1/8'x69 1/4' 7.89 3.7 12,25 3.2 .10 .34 ,35 15. DOUBLE HUNG 2056` 26 3/8'x69 1/4' 7,89 3,7 12.25 3.3 .11 ,37 16. DOUBLE HUNG TW3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 3,2 .10 .34 .35 16, DOUBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 3.3 ,11 ,37 .33 17, DOUBLE HUNG TW3056' 38 1/8'x69 1/4' 12,89 5.73 17.99 3.2 .10 .34 .35 17, DOUBLE HUNG 3056 38 3/8'x69 5/8' 13,9 6,87 17.99 3.3 .11 .37 ,33 18. D,H. CIRCLE TOP CTN20 26 1/8'x15 3/4' 1.1 0 2.9 3.2 ,10 ,34 .35 18. D,H. CIRCLE TOP FCH-4 26 3/8'x14 5/8' 1.1 0 2,9 3.3 ,11 .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3,7 3.2 .10 .�.� .35 19, D.H. CIRCLE TOP FCH-6 30 3/8'xJ6 5/8' 1.6 0 3.7 3.3 ,11 .37 .33 20, D,H, CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 4,7 3,2 .10 :34 .35 20. D.H. CIRCLE TOP FCH-8 34 3/8'x18 5/8' 2.2 0 4,7 3.3 ,11 .37 ,33 21• D.H, CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 0 5.8 3.2 .10 .34 .35 21, D.H. CIRCLE TOP TC- 38 3/8'x20 5/8' 2.8 0 5,8 3.3 ,11 37 .33 22. CSMNT CIRCLE TOP CTCWl 28 7/8'x17' 1.5 0 3.4 3.2 .03 1 .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'x16 5/8' 1.5 0 3.4 3.3 .05 .35 ,31 23, CASEMENT CN235 41 1/4'x41 3/8' 8 - 7,4 11.9 3.2 .03 .34 .34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7,4 11,9 3,3 .05 .35 .31 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4' 29.2 0 401 3.2 .10 ,34 ,35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/2' 29.2 0 40,1 3.3 .08 .33 .34 25. ELIPTACLE ET6 72'x17 3/8' 4,3 •0 1 8,7 3,2 .10 .34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 0 8,7 3.3 Al ,33 ,34 26. OCTAGON NOT APPLICABLE N/A N/A N/A N/A N/A N/A N/A 26, OCTAGON 2020 22 1/2'x22 1/2' N/A N/A N/A N/A N/A N/A N/A 27. AWNING AN31 36 1/2'x21' 3.5 1.9 5.3 3,2 ,10 34 ,35 27. AWNING 3018 37'x20 3/4' 3.5 1.9 5.3 3,3 ,11 ,33 .34 D❑❑R SCHEDULE KEY OPENING TYPE ROUGH OPENING MANUF 'L' 'V' 'R' 'SOFT.' AIR 'U' A 3068 36'INSUL CORE 38 3/8'x 82 1/2' THERMA-TRU 0 192 7.69 22.05 .10 14 B 2868 32'INSUL CORE 34 3/8'x 82 1/2' THERMA-TRU 51 1701 7.69 19.6 .10 14 C 2868 32'w/STL FRAME 33 3/8'x 81 1/2' THERMA-TRU 0 17.01 7.69 1&8 10 .14 IN RE RATED D 3068 36'INSUL CORE V/ S CORE 52'x 82 1/2' THERMA-TRU L7 192 3.85 29.7 .10 26 E 3068 36'INSUL CORE W/ 65 1/2'x 82 L2' THERMp-TRU 3.4 192 3.85 37.5 .10 26 DHL 12'SIDELITE /INS CORE F 3068 36'INSUL CORE V/ 69 1/2'x B2 1/2' THERMA-TRU 3.4 192 3.85 39.8 .10 26 DHL 14'SIDEIITE /INS CORE rM1668 INTERIOR PASSAGE 20 1/4'x 82 1/2' JELD-WEN N/A N/A N/A WA N/A N/A 2068 INTERIOR PASSAGE 26 1/4'x 82 1/2' JELD-WEN N/A N/A M/A N/A N/A M/A 2668 INTERIOR PASSAGE 32 1/4'x 82 1/2' JELD-WEN N/A N/A N/A N/A N/A N/A 3068 INTERIOR PASSAGE 38 1/4'x 82 1/2' JELD-WEN, N/A N/A N/A N/A N/A N/A 2068 INTERIOR BI-FOLD 26 1/4'x 82 1/2' JELD-WEN N/A N/A N/A N/A N/A N/A 2668 INTERIOR BI-FOLII 32 1/4'x 82 1/2' JELD-WEN N/A N/A N/A N/A N/A N/A 2068 INTERIOR POCKET DOOR 49'x 84 1/2' JELD-WEN N/A N/A N/A N/A N/A N/A N 2668 INTERIOR POCKET DOOR 61'x B4 1/2' JELD-WEN N/A N/A N/A N/A N/A N/A O 3068 INTERIOR POCKET DOOR 73'x 84 1/2' JELD-WEN M/A M/A N/AN/A N/A N/A P 2068 INTERIOR 4'SLIDING RCORE 49 1/4'x 03 1/2' JELD WEN NA N/A N/A N/A N/A 72'x80' MALTA 34.37 1668 &2 39.7 22 22 �a� g ®A. � 0 2868 6'SLIDING GLASS DOOR 71 3/4'x 80' M4W 35.89 17.9 2.7 39.8 .029 .029 "� e 72'x 80' ANDERSEN 23.78 14,7 3.3 39.7 .OS .OS 75 3/4'x 82 1/2' THERMq-TRU 21.92 1611 27 42 .06 A6 fCC A-1 b R 2868 6'SWING PATIO DOOR 71 3/4'x 80' M4V 22.40 182 2.7 39.8 .01 41 b� d 72'x 80' ANDERSEN 2L92 1 1611 32 39.7 .04 1 .04 Zl ro 113 1/4'x 80' THERMA-TRU 32.88 1611 2.7 62.9 .06 46 C b S 9068 9'SWING PATIO DOOR e 3 PARTY. 108'x 80' ANDERSEN 32.88 1611 32 59.14 .04 A4 p!R EN A . T 2-2868 DBL ENTRY/INSUL CORE 67 1/4'x 82 1/2' THERMA-TRU 0 3442 40 385 .06 46 qv U 2-3068 DHL ENTRY/INSUL CORE 75 1/4'x 82 1/2' THERMA-TRU 0 38.4 4.0 431 .06 .06 V 2-3068 DBL ENTRY/INSUL CORE 102 3/8'x 82 1/2' THERMA-TRU 34 3&4 4.0 56.8 •06 .06 '10 D2 DHL.12' INSULSIDELITES ,x� V 135 HGH. TRANSOM V/3068 DOOR 38 3/8'x 96' THERMA-TRU 275 192 4.0 25.5 .06 46 0 X 135 HGK TR�SOM W/3068 DOOR 65 1/2'x 96' THERMA-TRU 615 192 40 436 .06 .06 6 DBL 12'SIDELITES �` Alh �� Y 13.5 HGK TRANSOM V/3068 DOOR 69 1/2'x 96' THERMA-TRU 615 192 4.0 46.3 .06 46 6 DHL. 14 SIDELITES200 NOTES; (a) DENOTES EGRESS WIND❑W TBB Pix of *47 �� n� PdJZFrCTIO/V ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED Cb) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW rII011Y1J�'S, INC. IN SECTION R613, TABLE R301,2C2) AND TABLE R301,2C3) ❑F THE RESIDENTIAL CODE -Cc) DENOTES NEW YORK EGRESS WINDOW QS HIGEIPAY 52$N. MIDDLEBURG,7-02 0 17342 (570) 837-2333 PAX 837-8290 OF NEW YORK STATE, SEE CALCULATI❑NS MANUAL APPENDIX 'G' FOR WIND❑W AND DOOR ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGI❑NS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE, WINDOW AND DOOR SCHEDULES OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTI❑N R301.212 IN THE SEE CALCULATI❑NS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR BY, DATEREV, DWG ND. RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE DRP 18 JAN 03 A47 E i 6 e °� %-w- t NOTE: SHINGLES TO HAVE 6 NAILS PER SHINGLE 1 1/2' x 18 GA STRAP EVERY JACK Sd NAILS 5 EACH SIDE DBL STRAPS FOR 90 MPH OR HIGHER TY DOWN JR. / TOP AND B❑T OF / KNEE WAL / r NAILS 8d 6' 0 C EDGE / "o, O EDGE 12' INTERMEDIA / 1 1/2' x 18 GA / STRAP EVERY 5REACHUSS BSIDE ILSOPENINGS 8-0' OR / DBL STRAPS FOR $� // LARGER USE STRAP 90MHP OR HIGHER / ON EVERY JACK STUD 7/16 •2X4 BLOCKING BENEATH / EXTERIOR AND MARRIAGE WALLS - ACH SHEATHING JOINT TACH AT EACH END W 16d NAILS'TOENAILED S 9 FO IST 4 FT FROM / Y END HOUSE /•:• • 1 1/2' x 18 GA STRAP EVERY iIP SH / JACK 8d NAILS 5 EACH SIDE / 4 DBL STRAPS FOR 90 MPH OR HIGHER / a Y / 1vz• x1eGAS - NAILS 8d 6. O.G - - / STRAP EVERY ,�1yEDG NAILS dIN ER EDI E EDGE 12' INTERMEDIATE TRUSS Sd NAILS 8d NAILS 3' O.C. STAGGERED / 5 EACH SIDE , TOP AND BOTTOM / DBL STRAPS FOR 90 MPH ❑R HIGHER ' ' d N 41L A LOCKING OF New 8d NAILS 3' O.C. AT BLOCK SPLICE S 8' �\ • '•0H/ / 8d NAILS 3' D.C. STAGGERED �� Z BLOCKING AT SPLICE ,/16 TOP AND BOTTOM = •� , 4-0' FROM CORNER OF HOUSE _ _ USE SAME NAILING / _ W AS FRONT WALLL-\ - :•Z TECO 16 GA STRAPS im2. •' TO ATTACH TO LVL St�Q•'• 07gy"(9 •'•!V� _- ON PIER EVERY 4'-0' la ' \` ON RANCHES OR FIRST SHIPLOOSE OSB 6' WIDE PCS //// A°•• •�P�\\\\ FLOOR OF TWO STORY NAILED w7E d NAILS 3' O.G STAGGERED AT FLR PERIMETER /!!IIIIIII%% -�lJt�� AND CLG P RIMETER (,j4J 16, DSI ❑ PT . TWO STORY B.01 ING AT SPL E 4 0 FRO i I RNE Z I HO JSE T8E'PEr1f OF 90 MPH, 100 MPH, -110 MPH pElr PE'RFE'CTION WIND ZONE - FASTEST MILE 11 off s, INC. DRAWN BY, DATES ISCALE' LAYER. FILE NO, 1/4'=1'-0' MD4 A48 !$ 4� t' T,, 1, ii1 �F5_ :,"sw, 7-:,oy 0 7, _4 x &Y'. U N T, y 7 AJ 1 q zd" , ��-7"Z ilf�n 0 -Fllj�ot!t:� 0 'Z SLA, r(610,t, b- �l L-41 `4 r T t ,44 t f RETAIN STORM WATER RUN'OFF' PURSUANT Tb CHAPTER 236" 6, THETOWN C06E. ADR(WED"PIP 7 (, ' air`' , LU v_ -!FY BUIL 'CUPANCY.ORI NQ .1 f I iVIFNT AT , _ IN G C 765-18o2"'�'RAMII` 'M FOR )bNOT PIAOCE: ' o "ALL PI -F OBIN L-L)MBINGIWASTE &WATER b TF� 4G UOL SURVEY FOR'P PLUMBER 0 ED,-CERTIFICATE CCUP A CONTENT BEFORE, iJ 'WIT' 'OUT K"Is UNLAWFUL ' FOO OF FOU N LOCATION U NDATI01 HAS 8EEN APPROV CERTIFICATION LEAD 3. INSUL�ATIO'tj, C ER TIFICA TE OF OF, 0 NCY, OCCUPANCY 41' FINAL� - Cojq, QE COMPLE-i ALL CONSTRUCTION IV,'EE '8UPPLY'S, UNDER ONON1 ICATE'- SOL, 7V TER DER USED IN WA �-HALL UIREMENTS OFTHEC MIRED COM LY WITH CHOTE MARS CE 'FL RTIF Y SltM CANNOT, EXCEF F LOOD' N LEADo, AMAGE PI YORK s D D V o,,oF I% F �EVENTIQN TATE., NOT RESP F D F CONST�&OTHOI DESIGN-011. Tb' WN C'( R GTI CERTIFICATI OF -A NAILING &,CON NECTIONS fil ENTS OF THE ALL CONSTRUCTION SHALI REQUIRE MEET.TH E. CODES OFNIEWlei `~arttp7 it tiQ f e: • ��t•��/2c�o�/l�tCa s -_ • . Mfr s j t • .w �� C�l�/ a"oli3.clstiutts aJlall c:On�ply with New York State Residential Building Cd � ot: Section R�03. AAL INOTL)S: - �t7 • Foundation walls shall have 1-#4 rcbar at the top of lie coati and at illi bottom ! '1110 Architect tivill not have control car chai8v of and will not be i csponstble for construction n-1c.hrls, of the footirlg W l ,. "- ' , . - i tt a I i Ill COMICUIGII With the Work, � + All footings shall rest on tlrtdist t�-, Iuc thc,uy, t4cllnrclrlc s�.4rlucl�c c y al rl taro-ra I s undisturbed soil and shall be below the frost line of 36 Step footings sllal!oat have a slope exceeding 1 unit in 10 units hail corttal lU%slo1 he colawcWr laaU f,I�r alI nc,u4r s and cunrply whit ill laws,ordrnauees, IuleS,t4,ulattons and lawtui lrl compressive strength of concrete shall be 3,OOOPS'for -4kIllellt balls and 3500 t�l.for ocders of:uly put lic authority bu,llin4"uu the pclfon►Iancc;OfIll;%VU[k arrd shall promptly notify tl►c bange floor slabs. s ciiicat'oirx arc;At variance therewith riot to corlsttuction. • Coilcrcte si;dt.bc_air.cntrailled if exposed w the �veaticr. (include garlge slab) .err fu<4ct If the.drawul s and L E t P Owner and contractur shall uldctnrhity and Nutri harmless the Architect and there agents and employees • Soil brarrng capacity calculated for flus design is 2,000gsf and is for S«',$P SNL SC G.ti i , 1,GC , fcpnl all claims,uanlapcs,lussr ti,and expenses including but not limited to attorney fees arising out of or soils if other types of Soil are encountered a soil lest shall lx rforme pti d. -- resuftin�t�olll the perftlrlllancr of tho%Gbik provided that any such clalltl,damage,loss or expense(1)is + : Footings shalt be 8'x16"or as rrptc d on pians. ' atlributuble to bodily iihjury, sic' • k►lc:ss di,.�;.;aye or death or to Injury to or destcucuon of tangible property, Walls shall be file following thickness for these heights.811_�tialt—8 thickness for GW GP Y - i other than the work itselI iticictdu19 tle loss of use rvsulunri therefrom and(2)is caused In whole or ill SP soils,Bit,wall= 10"thickness for GI` GC SM h ,, , SW'., •, �, 1I.soils. 9R wall= lU tllrckrhess for GW, part by any,negligent act or oni;ssion of the contractor any subcontractor,anyone directly or indirectly GP, SW,SP,GM, GC,S 41,IviL soils. i 2-.. 'K` ``''— - __ . _. cru to yed b an of them or indirectly employed by any.of them or anyone for Whose:acts ally of tlrcru • Concrete piers shall be the wall thickness b 2 tirrl ! IZ17 .� - P y Y Y Y es the wall tlucil.r.Qss spaced ma.Y. 14 -8 a _ may be unable,regardless whether or not it is caused ill part by a party indemnified hercuader. • Backfill shall not be placed ag,•:lirist the wall till the wail 1' I sufficit:rlt sucr.'•tll;,4J L:cs All codes and regulatiaps of NYS Budding Code shall govern over all construction and install;ltir�n anchored to the floor above. > •,,, oil vir'ill sud ltiltll a 113�j1tt11lhlll SUIT • Wall dam r'oofln,shall r / r • All concrete to be a nun. sI at 23 days.All fuotu. to boar " �/k• �.L U s _ g r square yard of"Clylie lrioditied o stl.u!a biiurrlinolls caatirtf;,3 Po oils. i cement 1/8 thick. �Vtl�re basement is to enclose habitable ids gr: bearing capacity of 2 tbltable or usable s Pace in hi �iafcr table or ,r _2 �.. ,,C.c1u lets or jus agents Other soil water condition it j . Arclh,tect rs not engaged for supervision In any capacity. alai it x11411 La t.,e. t � st1a11 comply with 11446.2 of the buildingcWe.- {,.;. n • Ventilation for a bascinutt or cr1Fv1 s s hnsibilit to waif all drrlcl.pizllu por to eonbtructiu , pace shall N"Isf.for each:I50sf of n re Y, Y ,. r „ ventilation o jun sh�hlI i. oar arca t3nC such < � fl ! <.: -• pe g be within three feet of each comer of the building mid f the r d per R tJ3.2 of y , r f >^ `t f a - _ y/ /J{y ,r . t N, J