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38574-Z
No: 37346 Town of Southold Annex P.O. Box 1179 54375 Main Road. Southold, New York 11971 CERTIFICATE OF OCCUPANCY 12/26/2014 Date: 12/26/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property:. 770 Old Shipyard Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 64.4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Sled in this office dated 11/4/2013 pursuant to which Building Permit No. 38574 dated 12/16/2013 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: ADDITIONS/ALTERATIONS INCLUDING COVERED FRONT PORCH, REAR STOOPS AND UNFINISHED BASEMENT TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION #6638 DATED 08-22-2013 AS APPLIED FOR The certificate is issued to of the aforesaid building. Antonucci, Nicholas & Antonucci, Mary (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 09-17-2014 R10-12-0057 12-15-2014 38574 12-24-2014 LI Sunrise Plumb & tXeating AuthoKed Signat re L- Q� TOWN OF SOUTHOLD X� . 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 #: 38574 Date: 12/16/2013 Permission is hereby granted to: Antonucci, Nicholas & Antonucci 770 Old Shipyard Rd Southold. NY 11971 To: partial demolition and alteration/addition to an existing single family dwelling as applied for per SCHD and ZBA as applied for. At premises located at: 770 Old Shipyard Rd, Southold SCTM # 473889 Sec/Block/Lot # 64.-4-20 Pursuant to application dated To expire on 6/17/2015. Fees: 11/4/2013 and approved by the Building Inspector. DEMOLITION SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: Building Inspector $373.00 $1,983.20 $50.00 $2,406.20 I/` Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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. New Construction. Old or Pre-existing Building: (check one) Location of Property: -7 7 p c- SP,-�,&.t d House No. Street F Hamlet Owner or Owners of Property: j CA- oi- M Gtr" c t/NL -b Suffolk County Tax Map No 11000-, Section ^^ e s( Block (� Lot 0 Subdivision FDU-IL_S G�+yOr4e-S Filed Map. 3y Lot: -9-'rj Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (63 1)765-9502 P.O. Box .. a� roper. riche rt(a�town.soLitho Id. ny.us Southold, NY 11971-0959 Q �yCOUNT`I,� BUILDING DEPARTMENT TOWN. OF SOUTHOLD . CERTIFICATE. OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Antonucci Address: 770 Old Shipyard Rd City: Southold St: NY Zip: 11971 Building Permit#: .38574 Section: 64 Block: 4 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric Inc License No: 5220-e SITE DETAILS Office Use Only Residential X Indoor X . Basement X Service Only Commerical Outdoor _ X 1st Floor X Pool New- X Renovation 2nd Floor. Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 2 Ceiling Fixtures 4 HID Fixtures ..Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt. Emergency Fixtures Time Clocks Disconnect' 200a . Switches 2 Twist Lock Exit Fixtures - TVSS Other Equipment: MODULAR HOUSE --NY State approval #19-60616, 12 ARC fault circuit :breakers . Notes:: . CERTIFICATION '--�<-q Building Permit No. 6 �i Owner: (Please print) Date: l 7 Plumber: )wr`zei i luy-. 7 11tp,+ Pi9yx H (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Sworn to before me this day of 20 Notary Public, SGC, o'j LCounty KAREN L. COLLINS Notary Public, State of New York No. 01 CO5077247 Qualified in Suffolk County ; Commission Expires May 5, (Plu#rs Signature) ( 2014 D EC 1 +' I I 1 SLOG DTT. A TON, OF3 0UT'�0LD I �o �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. J 765-1802 SPECTION [ y]' FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) m' TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOU ATION IST [ ]ROUGH PLUMBING [ ] UNDAT [ ]� INSULATION [ FRAMIN / STRAPPIN [ ]FINAL [ ]FIR CE & C EY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: +��A��✓�/' �//� � DATE 6 � INSPECTOR V o � j so/It f so � o o�ycou TOWN .OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ]FOUNDATION IST. [ ] F DATION 2ND [ FRAMING /STRAPPING [. ]FIREPLACE.& CHIMNEY I ]FIRE RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ]CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE NSPECTOR F�n TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ]ROUGH PLUMBING )11 UNDATION 2ND [ ]INSULATION FRAMIN PPING [ ]FINAL FIREPLAC MN [ ]FIRE SAFETY INSPECTION I 1 FIRE DISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS! DATE-' INSPECTOR 0 S7�O��OF SO(/jyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.- FOUNDATIONAST. [ ]ROUGH PLUMBING [ ] F NDAT� 1-� }INSULATION [ FRAMI / S RAPPING ]FINAL [ ]FIREPLACE NEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING .DATE O��OF SOUT,yOI - ��'yCO►►nrtV 0�' TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPE [ ] 'FOUNDATION. 1 ST ROUGH.. PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT -CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t4OLLi DATE r3f so 3 TOWN OF SOUTHOLD BUILDING�.DEPT. 765-1802 INSPECTION' FOUNDATION I -ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION GH PLUMBING NSULATION F I INAL FIRE SAFETY INSPECTION FIRE RESISTMT PENETRATION ]ELECTRICAL (FINAL) ]CAULKING 141?, f / cz-- lvn,79;�_ �_ DATE - -/ - ( -INSPECTOR , OF SOplyolo �jk coum, TOWN OF,SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIONt' ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ]. ELECTRICAL (ROUGH) 1 CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ } FIRE RESISTANT PENETRATION �] ELECTRICAL (FINAL) [ ]CAULKING ,DATE-' `,o INSPECTOR_ 'TQWN OF SOUTHOLD OUIItDING DEPARTMENT ®TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined I I , 20 / -:�) Approved 20a Disapproved a/c Expiration Do you have or need the following, before applying? Contact Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Stone -Water Assessment Form Mail to: GL 10 ucttd "Le d Phi one: Date , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pen -nit 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 FIEREBY 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. Tile applicant agrees to comply with all applicable laws, ordinances, building code, houSA code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. mature of applicant or name, if a corporation) 7 old �� - lc� s��l (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises k �- on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land House Number Street work will be done: Hamlet County Tax Map No. 1000 Section `� Block Lot ��V Subdivision 1.1 n AAA,& Es r" Filed Map No. Lot <� 2. State existing use and occupancy of premises and intended use and a. Existing use and occupancy -SA ML, I 3 b. Intended use and occupancy 5 fi::x of proposed construction: Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost 2-D D , pd o Fee b-"' Alteration (Description) (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. VA Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories { - 9. Size of lot: Front 10. Date of Purchase f 2.— 2 2- 2D ar Depth ame of Former Owner 11. Zone or use district in which premises are situated _e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓INO 13. Will lot be re -graded? YES 14. Names of Owner of premises NO L/Will excess fill be removed from premises? YES NO Phone No. Name of Architect �4A-.,e� PyS%,A 4k Address a R �je,41z C� L.Q�Phone No1�r�-- 53S 2 Name of Contractor �6b1 Address Ou-1-tnCe fwd 4wA Phone No. 0 1 a� 2y jhle/M &c'" AV4 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey 18. Are there any covenants and restrictions with respect to this property? * YES NOS * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says ta,�eljsiqqlicant (Name of individual signing contract) above named, Notary Public, State of New Voris No. di BU6155060 S Qualified in Suffolk County ( )He is the f�LC� �� Owiagion EXpireq April 14, �08- (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, 45-4— day of 20j_ Notary Public ignature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined 20 Approved 20 1(D Disapproved a/c Expiration 120 Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form_ N.Y.S.D.E.C. Trustees Flood Permit Storni-Water Assessment Form u U Contact: L� Mail to: FES 14 2013 A6- &V Phone: T�CINBLGL DG.SOPI O VANN APPLICATION FOR BUf=G PERMIT INSTRUCTIONS Date , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pernlit 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 a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder XNaine of owner of premises N VIt (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which pro ose ork will be done: 770 r I►10 (4/%"'4 L House Number Street r V Hamlet County Tax Map No. 1000 Section 69" Block Lot 20 Subdivision 5?V V1 (toes E�S 5 Filed Map No. 8 gf Lot 2. State existing use and occupancy of premisTnd in jnd a. Existing use and occupancy JV Lt o)W b. Intended use and occupancy �,OeIIW use and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Cost ��, Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specifyoaf re andl'ee nt of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories ,Rear. Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dimensions of entire new construction: Front Height Number of Stories Depth Rear Depth Rear 9. Size of lot: Front Rear Depth �( 10. Date of Purchase2 OD q Naive of Former Owner 11. Zone or use district in which premises are situated R 70 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /NO 13. Will lot be re -graded? YES NO—ZWill excess fill be removed from premises? YES NO 14. Names o ne premises Address Phone No. n 1# Name of t - Addr Phone No Naive of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO (/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ✓ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO B/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF X a k4cvw( being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the dkm eH (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 r day of 20 13 VICI41 "U -� 1 otary Public S'ta "Of New York ,Ol`f06190696 Notary Public Clualified�in Suffolk County Commissinp ._xoires Elv 28.20 Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 21, 2013 TO: Nicholas and Mary Antonucci 770 Old Shipyard Lane Southold, NY 11971 Please take notice that your application dated February 14, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 770 Old Shipyard Lane, Southold, NY County Tax Map No. 1000 - Section 64 Block 4 Lots 20 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non -conforming 11,250 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet. The proposed notes a front yard setback of 22.3 feet (Landon Road) { Authorized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 21, 2013 AMENDED: August 5, 2013 TO: Nicholas and Mary Antonucci 770 Old Shipyard Lane Southold, NY 11971 Please take notice that your application dated February 14, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 770 Old Shipyard Lane, Southold, NY County Tax Map No. 1000 - Section 64 Block 4 Lots 20 Is returned herewith "and disapproved on the following grounds: The proposed construction, on this non -conforming 11,250 square foot lot in the Residential R-40 measuring less than 20,000 square feet in total size, the minimum front vard setback is 35 feet. The proposed notes a front yard setback of 20.5 feet (Landon Road). This Notice of Disapproval was amended on August S 2013 to address changes made to the proposed construction. Authorized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. fpr BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETER MEETING OF AUGUST 22, 2013 D AUG 2 6 2013 BLDG. DEPT. rrniv TOWN OF SOUTHOLD ZBA FILE: 663 8 NAME OF APPLICANT: Nicholas and Mary Antonucci SCTM 1000-64-4-20 PROPERTY LOCATION: 770 Old Shipyard Lane (corner Landon Road), Southold, NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this 'application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under. SEQRA. LWRP..'DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION • The Applicants' property is an 11,250 sq. ft. corner lot located at the intersection of Landon Road and Old Shipyard lane, in an R-40 Zone. The northerly lot line measures 150 feet along Landon Road. The easterly lot line measures 75 feet along Old Shipyard Road. The southerly lot line measures 150 feet along adjacent parcel, and the Westerly lot line measures 75 feet along another parcel. The property.is improved with a single family dwelling and an accessory garage as shown on the survey dated May 30, 2012 last revised July 26, 2013 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance(s) from Sections 280 Request for Variance from Article XXIII Section 280=124 and the Building Inspector's February 21, 2013, amended August 5,2013 Notice of Disapproval based on an application for building permit for partial demolition and additions and alterations to existing single family dwelling: 1) less than the code required minimum front yard setback of 35 feet. RELIEF. REQUESTED: The applicant requests a variance to construct .alterations and additions to a non- conforming single family dwelling with a proposed front yard setback of 20.5 feet from Landori Road, whereas Code requires 35 feet. ADDITIONAL INFORMATION The Applicants' property was the subject to prior ZBA decision #1680, dated Sept. 28, 1972, in which a variance was granted to locate an accessory garage in a side yard, instead of a rear yard. This .property is a corner lot, and has a front yard on Landon Rd., and another front yard along Old Shipyard Rd. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The'Zoning Board of Appeals held public hearings on this application on April 4, 2013, that was adjourned at the Applicants' request until the public hearing on June 6, 2013, and again adjourned until August 8, 2013, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of Page 2 of 3 — August 22, 2013 ZBA#6638 — Antonucci SCTM# 1000-64-4-20 the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The single family dwelling on this property has existed at the corner of Landon Road and Old Shipyard Lane since approximately 1933. The Applicants will maintain the 39 feet setback from Old Shipyard Lane, but will reduce the setback from Landon Road by 1.5 feet, from 22.2 feet to 20.7 feet, with new construction to accommodate a second floor addition. There are other single-family dwellings in this long established neighborhood that also have non -conforming front yard setbacks. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. This property has two front yards. The existing single story dwelling has one non -conforming front yard area, and a nonconforming rear yard area, and due to the size of the parcel it is not feasible to construct an addition without a variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein for a 20.7 feet front yard setback is mathematically substantial, representing +38% relief from the code. However, the existing footprint of the single-family dwelling:_ already has a 22.3 feet non -conforming setback,nor +3.6% q_ less than required by current Code, and the -overall reduction -of the fron`f ard'setback is 1`.5 feet, which in this s ecific residential locatiolLis_notsubstantial. 4. 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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of renovations and the addition of a second floor, 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 Horning, seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the survey dated May 30, 2012 last revised August 14, 2013 prepared by John T. Metzger, LLS. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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 minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 — August 22, 2013 ZBA#6638 — Antonucci SCTM# 1000-64-4-20 Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes, Horning This Resolution was duly adopted (5-0). f�4 Leslie Kanes Weisma Chairperson Approved for filing /2013 S Scott A. Russell SUPERVISOR SOiTTHOLD TOWN HALL - F. O. Box 1179 Telephone #: (631) - 765 -1560 MIC HAEL.COLLINSQTOWN.SOUTHOLD.NY.US °sUFFQ/r�� James A. Richter,. R.A. CIO Michael M. Collins, P.E. p l 53095 Main Road - SOUTHOLD, NEW YORK 11971 41. Fax #: (631) - 765 - 9015 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer 5c.1-m'� Town of Southold-bT(.�n I Mod0 PO STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) TO: ENGINEERING DEPARTMENT FROM BUILDING DEPARTMENT DATE: %Z� E) -- I I APPLICANT: CJ c C k o 10.S 4 /l/ ((vLI Q n+or)W6, SC.T.M. #: L617o — ('a PLEASE ATTACH TIE FOLLOENG DO NEATS or INFORIfATION.• ❑ Copy of completed Application for. Building Permit ❑ Stormwater Management Control Plan ❑ Completed Chapter 236 Stormwater Review Checklist PROPERTY ADDRESS: ')-?C-) p I ,-I QG ff0 t (a _jj_,n( o4 SL,)L --4-1044- I � y BRIEF PROJECT DESCRIPTION: 0. CA_: `t 1 d r 2C_® L n e� v- •— Cp l� t' PDA' L o d 1I�be i -:401..- k °4 CHAPTER 236 Stormwafer Review Checklist Stormwater Management Control Plan Requirements Yes No I . Plan drawn to scale of not less .than 00 feet to the inch showing: a. location and description of property.boundaries b. total site acreage c. existing and natural and man-made features on and within 50'0 feet of the site bound as re: tared in 236-12 C 2 . d. test hole data indicating soil characteristics and the depth to water e. proposed limits of cl disturbance caring and the total area of proposed land f. existing and proposed contouis' of the site (minianuni 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalks draina a iMIDrovements'and utilities h. spot grade and finished door elevations for existing and pro osed structures p i. location of the swimming pool discharge ring j. location of proposed soil stockpile are k. location of the proposed donslruction entrance/staging areas 1, location of the proposed -concrete washout area M. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing -that the stormwater improvements are sized tocapture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two•inch rainfall 3 Detail drawings (reaurred for plan a___nnrov� provided for: a. erosion and sediment controls b. construction entrance c, inlet. structures (e.g. catch basins, trench drains, etc.) d. leaching structures (e.g. infiltration basins, swales, etc.) DATE: e. - 3 0 - l APPLICANT: hJ r Cts r� (( _ IV1('� S.C.T.M. M 10 No _0 - q- 0 q- Z b PHYSICAL ADDRESS: 770 0il Sl,,i Q o NA If No or NA, Please Provide Additional Information IMF M E i REVISED 7/24/2013 {1 R 01 If 3` /T TEST BORING by McDonald Geosclence 5/31//2 DARK B BROWN LOAM I PALE BROWN FINE I SAND SP I 0A10I N� AA �OLIG WP�� ri� 1e�e 6L 905 p +E 50 pg { .� cP 0A �� G60 \_ Nom\ ye�i3� � 16Z _1 sZ �,o N to am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE .SEWAGE DISPOSAL SYSTEMS FOR SINGLE`FAMIL Y RESIDENCES and wilt abide by the conditions set forth Morein and on the Permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others. Therefore their locations and or existence is notguaranteed. LOT NUMBERS ARE REFERENCED TO a SUBDI VISION MAP OF FOUNDERS ES TA TES" FILED IN THE OFFICE dF THE SUFFOLK COUNTY CLERK ON MAY 10, 1927 AS MAP NO. 834 0 90 w WAS' L0ItiG o0, SURVEY OF PROPERTY A T SO UTHOLD to. TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 0 1000-64-04-20 SCALE: 1' 30' MAY 30, 2012 0 9� O0 ,p 00:0 tEst G �� 6 206 0.5 10Q ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. AREA =. 111250sq.fl. ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SEC770N 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ,ALL CERTIFICA77ONS HEREON ARE VALID FOF THIS MAP AND. COPIES T14EREOF ONLY IF' SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. C. NO. 49618 ECONIC EYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 12-179 m TEST BORING by MaDopold Seordeage 5/V/12 DARK BROWN LOAM OL BROWN SAL r A& , NO TE, SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN - BY-- JOSEPH FISCHEI-TI, P.E. 1725 HOBAR T ROAD SOUTHOLD, N.Y. 11971 - `' 0 Y fw � \w PROPOSED NEW SEPTIC SYSTEM EJ- 410 G a BEDROOMS -'. " ", t 1 - 1500 pal- PRECAST SEPTIC .TANK y� 2 - B'0 x .94 DEEP LEACMNG 'POOL'S WITH 3' SAND COLLAR ISW1- 3 : ABOVE GROUND WATER EXISTWG CESSPOOLS TO REMOVED OR FJU- AN. -TO SCDHS SPECw y 5 �_o 0 1 am familiar will; the STANDARDS FOR APPROVAL ANDOONSTRUCTION OF SUBSURFACE SEWAGE�� 01.SP HAL, S.'STEMS . OR SINGLE IF'AMILY RESIDENCES and will abide by the condFtions=° sei "forth , Iten and on .the '-pe rmit .` io` construct., find or aro/n data obtained Irom others: Th�refoTe !herr locvhons and or . existence is not 'guaranteed` LOT NUMBERS; ARE -REFERENCED- TO " SUBDIVISION MAP OF FOUNDERS ESTA TES' FILED IN THE OFFICE OF THE -SUFFOLK COUNTY CE£RK ON MAY 10, 1927 AS MAP -NO." 834 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. O 1000-64-04-20 SCA LE: 1'= 30' MAY 30, 2012 AUG. 27 201.2 (septic system) _ JULY "26r, 2013 (Prop. Const.) d \` 00, 4 c_. ` g .DO o 9 e V 0� �vs� L ��G LOT COVERAGE _ pw I EXISTING - .HOUSE 1539 SOFT. GARAGE 692 SOFT. 2* sq.ft. 206111! 2 Os 18.31 . PROPQS�D - H©US£ 2�f4 SaFT. GAR,4Gf 22 SOFT. 3136 sq. ft. r`L A IONS ARE REF" EN= -TO AN ASSUMED VAIW AREA _ .11,20s4:ft ANY AL TERA 77ON OR . ADDI77ON 'TO THIS Y' IS -A VIOLA TION OF SEC77ON 7209OF 77lE NEW YORK STS DLICA 77ON LAW. -EXCEPT AS- PER SEC77UN 7209—SUBDIVISION 2 ALL CER77FICA77ONS HEREON, ARE VALJ© FOk 77-IlS MAP AND COPIES 7HEREOF ONLY lF SAID MAP OR COPIES BEAR 7HE IMPRESSEQ SEAL OF 77-1E SURVEYOR WHOSE SIGNATURE APPEARS H)?EON. 0 RECEZVED AUG 0 5 2013 SOAR® OPAPPEALS �PA� NEyy. }•O me Co FO CgNp.� N. Y- S UC Na 49618 ECONIC EYORS, P.C. . (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO TRA R 71 T SOUTHOLD, N 19 82_179 M /' 3' 17' TEST BORING ,Donald2 Geosc%nce by5 3 DARK BROWN LOAM OL BROWN SILT ML , PALE BROWN FNE SAND SP NOTE, SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN B Yt JOSEPH FISCHL jT TI, F.E. 1725 HOBAR T ROAD SOUTHOLD, N.Y. 11971 O SURVEY OF PROP.Ei&Y A T SO UTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000=64-04-20 .SCALE.- 1" 30' MAY 30, 2012 ' AUG 27, 20/2 (septic syystem) JUL Y ' 26, 2013 (Prop. Consf.) AUG. 14, 2013 (revisions) Bldg Dept copy from ZBA Finaf reviev�ed doents ZBA Fill/# l2 (2 3 (� Date: i� / PROPOSED NEW SEPTIC SYSTEM a, gip `\ G j^� ' l N\` PSG®N e g2° 6 0.60% a BEDROOMS 1 -.1500 gal PRECAST SEPTIC TANK N\ =- J `o, 2- 810 X . DEEP LEACHING POOL'S WITH 3' SAND COLLAR (SW)P SZ 3' ABOVE GROUND WATER �6• N o Z fi m .. EXISTING CESSPOOLS �'9 ' TO REMOVED OR FILLED IN. O � W y'P_A P 0� p� TO SCDHS SPECS o, > 15 PURL-` c L o X050°+�. to f am familiar wilh the STANDARDS FOR APPROVAL AND CONSTRUC TION OF SU®SURFA CE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.. the con&fions sel "forth ffierein and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others: Therefore their locations and or'. existence Is not guaranleed. L O T NUMBERS; -ARE -REFERENCED TO SUBDIVISION MAP OF FOUNDERS ESTATES" FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON MAY /0, 1927 AS MAP NO.- 834 WA L 10 T COVERAGE EXISTING 'HOUSE 1539 . SO.FT. GARAGE 522 SO.FT. �r 2061 sq.ft 2061//1250 18.3 bR6CE1V6® AUG z. y 2013 RD pF qP - EALS PROPOSED- f o 1161 r' HOUSE 1,774-$GST. GARAGE -522 SOFT. 2293:-S).FT '- ELF,,VA,TIONS ARE REFERENCED ;TO AN ASSUMED DAtUM Tko•.g �l i AREA` =11,250S4ft. - N. YS. LIC. NO. 49618 ANY ALTERA77ON.OR ADDIRON TO THIS SURLY.-lS A V1 IS ECONIC EYORS, P. C. OF SECTION 72090F THE NEW YORK STArTE-EOUCA RON LAW. 765-5020 -EXCEPT AS, PER SECTION 7209—SUBDIVISION 2. ALL (631) FAX. (631) 765-1797 CER77FCATIONS (O. BOX• 909 . HEREON,AI?E VALID FOR THIS. MAP AND COPIES THEREOF ONLY IF _ SAID. MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREFT WHOSE SIGNATURE APPEAR -,S HE?EON. SOUTHOLD, N. Y. 11.971 , 1,2 1 / ry 9 1 - . A� �t . U�L�G 1.�G IPO �1o L 6 O � o tip OWE 0,0�:y�R WAZ 15 0 c5 \ 004- o*o1G 1G. '� NwP sR+ 9 ��Vr 2 g'(� � PROPOSED NEW SEPTIC SYSTEM a, gip `\ G j^� ' l N\` PSG®N e g2° 6 0.60% a BEDROOMS 1 -.1500 gal PRECAST SEPTIC TANK N\ =- J `o, 2- 810 X . DEEP LEACHING POOL'S WITH 3' SAND COLLAR (SW)P SZ 3' ABOVE GROUND WATER �6• N o Z fi m .. EXISTING CESSPOOLS �'9 ' TO REMOVED OR FILLED IN. O � W y'P_A P 0� p� TO SCDHS SPECS o, > 15 PURL-` c L o X050°+�. to f am familiar wilh the STANDARDS FOR APPROVAL AND CONSTRUC TION OF SU®SURFA CE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.. the con&fions sel "forth ffierein and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others: Therefore their locations and or'. existence Is not guaranleed. L O T NUMBERS; -ARE -REFERENCED TO SUBDIVISION MAP OF FOUNDERS ESTATES" FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON MAY /0, 1927 AS MAP NO.- 834 WA L 10 T COVERAGE EXISTING 'HOUSE 1539 . SO.FT. GARAGE 522 SO.FT. �r 2061 sq.ft 2061//1250 18.3 bR6CE1V6® AUG z. y 2013 RD pF qP - EALS PROPOSED- f o 1161 r' HOUSE 1,774-$GST. GARAGE -522 SOFT. 2293:-S).FT '- ELF,,VA,TIONS ARE REFERENCED ;TO AN ASSUMED DAtUM Tko•.g �l i AREA` =11,250S4ft. - N. YS. LIC. NO. 49618 ANY ALTERA77ON.OR ADDIRON TO THIS SURLY.-lS A V1 IS ECONIC EYORS, P. C. OF SECTION 72090F THE NEW YORK STArTE-EOUCA RON LAW. 765-5020 -EXCEPT AS, PER SECTION 7209—SUBDIVISION 2. ALL (631) FAX. (631) 765-1797 CER77FCATIONS (O. BOX• 909 . HEREON,AI?E VALID FOR THIS. MAP AND COPIES THEREOF ONLY IF _ SAID. MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREFT WHOSE SIGNATURE APPEAR -,S HE?EON. SOUTHOLD, N. Y. 11.971 , 1,2 1 / ry 9 1 NO TE, SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN - BY, JOSEPH FISCHET Tl, ' P.E. 1725 HORAR T ROAD SOUTHOLD, N.Y.-11971 TEST BORING by McDonald Geos641tce 513//!2 DARK BROWN LOAM BROWN SIL T ML_ PALE BROWN FINE r SAND SP I Zip (PUt�10 e� w Of P �pL O A ¢ Ac0yY0oM� H N� p�OPO��Y'� 2' S•C PROPOSED NEW SEPTIC SYSTEM 2► C .P'S0 ®� \ � BEDROOMS •' � � 1 - 1500 .dal PRECAST SEPTIC TANK 2 - 810 x . S1 DEEP LEACHING POOLS y \� WITH 3' SAND COLLAR (SW) 3' ABOVEGROUND WATER. �ci` \� �6Z EXISTING CESSPOOLS TO REMOVED OR FILL D W O .TO SCDHS SPECS. c+ � A .. -o �M c 011 10.0 M�°°, - l am familiar with the STANDARDS FOR APPROVAL/ AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/L Y RESIDENCES and will abide by the condlions sel ,forl/m ffierein and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others: Therefore their locations and 'or existence is not guaranleed. LOT NUMBERS--ARE-REFERENCED ' TO " SUBDI VISION MAP OF FOUNDERS ESTATES' FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON MAY 10, 1927 AS MAP NO.' 834 SCDHS Ref.# RIO -12-0057 SURVEY OF PROPERTY A T SO UTHOL,D Q TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 0 '1000-64-04-20 SCALE. • 1'= 30' r� MAY -30, 2012 AUG. 27, 2012 (septic system) JULY 26, 2013 (Prop. Const.) AUG. 14, 2013 (revisions) AUG. 22,'2013 (C F',<B�C.P. revisions) O0 0 Abandoauaient of existing sanitary ;„ystem must be in 9� + kcornform nce vA111f,I ray' t�ireandliY Submit` completed form WWM__-21) as proof. 00 N�L.-A p� ?0-0 CEOg� F -A6 i�- 6 X05 ®' ZO• 2 s.go's � 90 LOT CO VERA GE EXISTING - HDUSE 1539' SO.FT. -GARAGE 522 SO.FT. 2061 sq.ft. 2061/11250 -16.3% PROPOSED - HOUSE 177) §Q.FT. GARAGE. 2293' SQ FT EL-gUA_7IONS ARE REFERENCED TO AN ASSUMED Dk-tUM AREA' _ .11 ,2504 /t. ANY ALTERA77ON OR` ADDITION TO THIS SUR VEY-IS'A VIOLATION OF SECTION 7209OF THE NEW YORK STA°TE-EDUCATION LAW. -EXCEPT AS -PER SECTION 7209—SUBDIVISION 2. ALL -CERTIFICA77ON HEREON :AHE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEY WHOSE SIGNATURE APPEARS HEREON. ti SUFFOLK COUNTY DEPARTMENT 0 B EAL ON �� SERVICES PERMIT FOR APPROVAL OF CON SINGLE PAMIL'tE�IaE:P3CE ORlLY SEP 6 203 _ DATE_...._ _ REF A P P R 0 V C D EpR00MS FOR MAXIMUM OF �-- APPROVAL EEtpIREc THREE YEARS FROM DATE OF AP L/C. NO. 49618 r9�� ECONIC W EYORS, P.C. RECE(6341) 765-5020 FAX (631) 765-1707 P.01 BOX 909 AU2 5 20N12�OHOLD TRA EN. �- 11971 T 1.2-1 �9 •f.:. G - 0 P 3' 170 TEST BORING by McDonaff Geosildlce 5131,12 DARK BROWN LOAM OL BROWN SILT kL'-' I PALE BROWN FINE SAND SP I NO TE, SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: JOSEPH FISCHETTI, F.E. 17E5 HOBART ROAD SOUTHOLD, N.Y. 11971 - ��� cP� i"O t, "yu VIP if 0006 loe RE Q ov -y 0F " - am familiar with the STANDARDS FOR APPROVAL ANDWNSTRUCTION OF SUBSURFACE SEWAGE!�� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by. the. conditions -'set -foeth *eteln and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others: Therefore - their locations' and or. existence is not -guaranteed. LOT NUMBERSARE-REFERENCEP- TO SUBDIVISION MAP OF FOUNDERS E6TA TES' -FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK* ON MAY 10y 1927 AS MAP -NO..'834 SCDHS Ref.# F?10-12-QO57 SURVEY OF PROPERTY AT SO UTHOLD TO WN - OF - - SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-64-04-20 SCALE.• 1' 30' MAY 30, 2012 AUG:27,2012 (septic system), JULY -26, 2013 (Prop. Const.) AUG.- 14, 2013 (revisions) AUG. 22,'201-3 (C.E."A C.P. revisions) SEPT. to, 2013 (RAIN RUNOFF) fRopelp- -1 t. MOST zf, -6LL: -r W A SAC6 fox) swimsivT o ok pl-5,45 fop- LFSADee,5 Ir AU G T 40— W51DR 6 IN 6 Rkno 6 01 6AD6. gy 0-( COVERAGE 07STING .1539 -S -0 -FT. GAftd`G'E 522 Sd FT 2 PRO Q, H _ FT. PA OO.FT t47 2293- /f)250, -2fl:3V txzzyATIONS ARE REAEREIACED,TO AN ASSUMED DA tUg' AR ANY ALTERA 77ON OR A DQjbdN To THIS SURLYIS 'A. VIOLATION OF SEC77ON 72090E YORK Si�.6CARON LAW. -EXCEPT AS- PER- 2., ALL CER77FICA 77ONS HEREON --ARE VALID F0, 160 1 THIS MAP AND COPIES THEREOF ONLY IF SAID. MAP OR C00&: BEAR - THE IMPRESSED SEAL. OF THE SURVEYOR WHOSE SIGNATURE Ai015EAR,,5 HEREON. N. Y S. LIC. NO. 49618 ;--JECONIC'S6tKEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO TRA VELET SOUTH OLD, N..Y R 1971 1 -L2-179 RAIN RUNOFF CONTAINMENT HOUSE -1771 sq.fj. 1771 k I x 0.17 - 301 cu. fl. 4o.15 301142.2 ar 7.1 VF PROVIDE 2 DWs. 610 * 4' deep -or -equal GARAGE 522 sq fl. 522 A; 1 0.17 = 89 cuff. 891923 r 4 VF - PROVIDE I -D )e,4,- d'aep PROPOSED NEW SEPTIC SYSTEM 0 5, BEDROOMS I --1500 gal PRECAST SEPTIC TANKK POOLS 2 - 8'0 x .94 DEEP LEACHING POOLS WITH 3' SAND COLLAR JSWI 3' ABOVE GROUND WATER - TING CESSPOOLS TO REMOVED OR FOFULL'IN W. -To SCDHSSPECS. NO TE, SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: JOSEPH FISCHETTI, F.E. 17E5 HOBART ROAD SOUTHOLD, N.Y. 11971 - ��� cP� i"O t, "yu VIP if 0006 loe RE Q ov -y 0F " - am familiar with the STANDARDS FOR APPROVAL ANDWNSTRUCTION OF SUBSURFACE SEWAGE!�� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by. the. conditions -'set -foeth *eteln and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others: Therefore - their locations' and or. existence is not -guaranteed. LOT NUMBERSARE-REFERENCEP- TO SUBDIVISION MAP OF FOUNDERS E6TA TES' -FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK* ON MAY 10y 1927 AS MAP -NO..'834 SCDHS Ref.# F?10-12-QO57 SURVEY OF PROPERTY AT SO UTHOLD TO WN - OF - - SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-64-04-20 SCALE.• 1' 30' MAY 30, 2012 AUG:27,2012 (septic system), JULY -26, 2013 (Prop. Const.) AUG.- 14, 2013 (revisions) AUG. 22,'201-3 (C.E."A C.P. revisions) SEPT. to, 2013 (RAIN RUNOFF) fRopelp- -1 t. MOST zf, -6LL: -r W A SAC6 fox) swimsivT o ok pl-5,45 fop- LFSADee,5 Ir AU G T 40— W51DR 6 IN 6 Rkno 6 01 6AD6. gy 0-( COVERAGE 07STING .1539 -S -0 -FT. GAftd`G'E 522 Sd FT 2 PRO Q, H _ FT. PA OO.FT t47 2293- /f)250, -2fl:3V txzzyATIONS ARE REAEREIACED,TO AN ASSUMED DA tUg' AR ANY ALTERA 77ON OR A DQjbdN To THIS SURLYIS 'A. VIOLATION OF SEC77ON 72090E YORK Si�.6CARON LAW. -EXCEPT AS- PER- 2., ALL CER77FICA 77ONS HEREON --ARE VALID F0, 160 1 THIS MAP AND COPIES THEREOF ONLY IF SAID. MAP OR C00&: BEAR - THE IMPRESSED SEAL. OF THE SURVEYOR WHOSE SIGNATURE Ai015EAR,,5 HEREON. N. Y S. LIC. NO. 49618 ;--JECONIC'S6tKEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO TRA VELET SOUTH OLD, N..Y R 1971 1 -L2-179 4 NOTE= SCDHS Ref.# RIO -12-0057 Q- SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN - BY,. JOSEPH FISCH&TI, P.E. 1 1725 HOBAR T ROAD SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY' A T SO UTHOL,D TEST. BORING,? TOWN OF ,SOUTHOLD by5 3cDo, ala Geosc/ence t - SUFFOLK COUNTY, N. Y. O' P 3' 1000-64-04-20 • ... SCA LE: 1'= 30' . MAY 30, 2012 AUG: 27, 2012 !septic system! ! Y R JULY 26, 2013 (Prop. Consf.) 1P000GAUG. 14, 2013 (revisions) ,o a� AUG. 22,' 2013 C.P. revisions) SEPT. 10, 2013 .(RA N RUN ® 000 MAY -•20, 2014 !FOUNDATION! By1G U YIP'S -j.(' ' ��t5 �r - F ` G t& RAIN. RUNOFF CONTAINMENT r of P HOUgE -1771 sq.fl.' R °�� o \ N - 9A . 1771 x 1 x 0.17 - 301 cu. ft. �_ �`�i' p �.� p J • 9-� 301142.2 7.1 VF PROVIDE 2 DWs. 8'0 x 4' deep or equal 6E�Oy M�' `� `b- O N� GARAGE 522 sq.It. N 5� 0. 522 x . I x:' 0.17 - 89 cu.1l. �� \ w_ - N t , 39' 0 89122.3 - 4 VF FµD C per` .. i ✓ a0 Q�p10 4a> t O' �• s y PROVIDE I -DW: 64 k 14• deep NG, PROPOSED NEW SEPTIC SYSTEM O, fl `� G Nin �\ G0',o BEDROOMS :: INK SEP 1 800 9O x g, PRECAST DEEP LEACH NG POOLC TAW S y� `J�'�� �3 4 ` ���% ` ao� \ WITH 3' SAND COLLAR (SW) \ ® O 3' ABOVE GROUND WATER ��` \ �6� s" 0 EXISTING CESSPOOLS - �cr� �a�o �6'• :..,.0� TO REMOVED OR FALL IN, O� 6 TO SCDHS SPECS. w y . ti0' P 1,1�6 TIN 940:G 8V 0 460,91 9 P�®LAG I am familiar with the STANDARDS FOR APPROVAA / p 6rL���G EXISTING COVERAGE. 'AND CONSTRUCTION -OF SUBSURFACE SEWAGEJ,HOUSE 1539 SOFT. DISPaAL SYSTEMS FOR SINGLE FAMILY RESIDENCES GARAGE 522 SO.FT. and will abide by the conditions set -forth therein and on the2061 sq.if. �-'F NS1'w;-` � permit '10 construct." 2061/11250= 18.3% �,P;r•_,,r PROPOSED, HOUSE :t�771S0.FT. °�0 GARAGE 522 SC?.FT.. X293: aA,FT The locations of wells and cesspools d 22-93/11,250' shown hereon are from field observations _ and or from data obtained from others: EL VA_T-IONS ARE RE1=r=RENCED TO AN ASSUMED DOUM Therefore their locations and or.existence f� is not guaranteed; AAt4'� �= .11,25Os.q R.' S' . Y.S. LIC. .NO. 49618 LOT NUMBERS -BARE -REFERENCED- TO ' SUBDIVISION ANY ALTERA770N OR AQOG.T•101.�f TO THIS SURy",,E-'Y• IS -A . 1/IOLA770N . ECON .E�ORS, P. C. . . MAP OF FOUNDERS ES TA TES' FILED IN THE OFFICE OF SECTION 72090E THE NEW YORK STA�1E EDUCATION LAW 631 765-5020 FAX (631) 765=1797 OF THE SUFFOLK COUNTY CLERK ON MAY l0, 1927 -EXCEPT AS, PER SE -6770N 7209—SUBDIVISION 2. -ALL CER77FICA77ONS ( ) AS MAP NQ:'834 HEREON :ARE VALID 'FOR 7H/S MAP AND COPIES 1NEREOF ONLY lF P.O. BOX 909 SAID MAP OR COPIESBEAR THE IMPRESSED SEAL OF THE SURVEYOR. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, 'N. Y. 11971 1,�-1 � Me location of public water, wells and cesspools shown hereon ave from Held obomwtlans and or from date obtained tiom others. TEST HOLE DATA MCDONALD GEOSCIENCE 05/03/12 EL 20.6' I-1 DARK BROW LOAM OL 1' BROWN SILT ML 3' PALE BROWN FIN£ SAND SP 1 1 17' N07E.• WATER ENCOUNTERED AT 17.2' EE E P�,LDEC 16 2014 1 BLDG. DEPT. TOwtl OF Sal 100 SEPTIC L OCA TION ST ;:. LPI ` LP2 A" "B" 21.5' 22' 19.5' 13.5' 13' 26' AREAa11,250 80. FT. ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77F7CA770NS HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SCDHS REF. No. R10-12-0057 O P0. O \N \J� 'x.. LOT NUMBERS REFER TO "SUBDIVISION MAP OF FOUNDERS ESTATES" FILED IN 7HE SUFFOLK COUNTY CLERK'S OMCE ON MAY 10, 1927 AS nLE NO. 834. SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, Xy 1000-64-04-20 SCALE 1'= 30' MAY 30, 2012 NOVEMBER 12, 2014 (FINAL) DECEMBER 3, 2014 (REVISIONS) SUFFOLK COUNTY DEPARTMENTOF HEALTH f, EMM APPROVAL OF CONSTRUCTED WORKS F OR A SINGLE FAMILY RESIDENCE Date _C 1 5 2014 H.S. Ref. No. 10 - J'2 -- The 2"The sewage disposal and water supply facioes at this I= im hm OW • Inspected ancVor certified by this Depmlr&M qr other awa afidAxo d to be satlsIbuory.FOR A MAXIMUM-9F.—(,L BEDFtOOft Ofte of Wastawater ManagemenT— OF NC.- T. PAE .�gjtl•Jy. I^"r wwEE (vL 1N Zy .. LIC NO. 49 PECONIC SURVEYORS, P.C. 00o (631) 765-5020 FAX (631) 765-1 97 e, P. 0. BOX 909 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 1,2-179 RECEIVE . TURNMOD=01 - MIAM T '`���� CERTIFICATE OF LIABILITY' INSURANCE DATE (MMMDIYYYY) 7/2/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be. endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (631)472-8400 Edwards and Company 140 Greene Avenue P. O. Box 428 Sayville, NY 11782-0428 NAME: COITACT PHONE FAx A/c No Ext): ac No :. _ E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Peerless Insurance Company 24198 INSURED Turn -key Modular Homes Inc. 24 Harrison Avenue Southampton, NY 11968 INSURERB: INSURERC: INSURER D; INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD INR SBR WVD POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EXP MMIDD LIMITS _ A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKOCCUR GL8280663 6/9/2013 6/9/2014 EACH OCCURRENCE' _ $ _ _ _ 1,000,00 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person),. , . $ _ 5,00 PERSONAL & ADV INJURY $ _ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO- LOC JECT PRODUCTS - COMP/OP AGG $ 2,000,00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ PER ACCIDEN $ UMBRELLALIABOCCUR EXCESS LIAR HCLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED T I RETENTION $ _ $: WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- TORY LIMITS ER _ E.L. EACH -ACCIDENT $ - - E.L. DISEASE - EA EMPLOYE $ E.L.,DISEASE - POLICY LIMIT _. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Town of Southold P.O. Box 1179 Southold, NY 11971 - 1iA14VCLLFI I IUM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. AII_riahts reserved ACORD 25 (2010105) 1 The ACORD name and logo are registered marks of ACORD New. York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129. Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113573648 TURN -KEY MODULAR HOMES INC 24 HARRISON AVENUE SOUTHAMPTON NY 11968 POLICYHOLDER TURN -KEY MODULAR HOMES INC 24 HARRISON AVENUE SOUTHAMPTON NY 11968 CERTIFICATE HOLDER TOWN OF SOUTHOLD P.O. BOX 1179 SOUTHOLD NY 11971 PO LIC346 NUMBER R CERTIFICATE 433766 NUMBER I PERIOD 02/20/2013 OED BO 02/20/2014THIS 2/28/2013 DATE THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND 'UNDER POLICY NO. 1346 626-3 UNTIL 02/20/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 02/20/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED. BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR, INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 243118045 U-26.3 NYS Permit Submittal for 120 3sg High -Wind Job #31631 09/17/2013 dm Builder: Customer: Turn Key Modular Homes, Inc. Antonucci Name: Name: Site Address: 770 Old Shipyard Rd Street: Southold, .NY 11971 own, StateJp: r Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darryl Mincemoyer Engineering dmincemoyer(a�premier-builders.com NY Approval Number: M 1387-02-070 Expiration Date: Dec 15, 2014 NYS High -Wind Submittal Index Index: NY Design Specifications - Attachment - 1 Design Specifications- Attachment - 2. (1sty sw & mw opening hdrs) " " " - 3 (2sty sw & mw opening hdrs) NYS "Notice of Approval" letter for system approval NYS 120 3sg Factory Shearwall and Connection Summary NY PE calculation. summary NY PE calculations Fastener Cut Sheets REScheck Compliance Certificate & Checklist Truss Manuf. Details System Drawings Cover Sheet - 16 Floor plan(s) High -wind. plan(s) Electrical plan(s) Foundation layout Elevation(s) Bldg Cross Section - 7_ Balance of system sheets that apply to this actual house - 2_ thru 10_ WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. NY ®esign Specifications - Attachtnent-1 09/17/13 drm Home, ldent. -(Job ,No.): 31631_000 Site Location: 770 Old Shipyard Rd, NY 11971 Suffolk Co. A' Design Loads: ° ; Ground. Snow Load`. See floor plan Seismic Category: B: Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Slp'g)'• 40 / 30# Floor DL 10# Applicable Bldg Codes: 2010Residential Code of NYS NYS Energy Compliance Thru Rescheck .'2008 NEC Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected _ Index of AddtL Specific Dwgs; 1 st Sty Floor Plan Foundation 2nd' Sty Floor Plan (4)Elevations 1st Sty Electrical Plan Truss Detail(s) 2nd Sty Electrical Plan References: Window/Door Schedules - System Dwgs. Sht 3c Calc. Manual =-35 thru 90 GSL Design Sidewall Studs - Pg 6.1.1.a Marr. Wall. Studs Pg 6.3.1.a Floor Joist - Pg 4.1:a The plans and. specifications of this permit set are derived from and'consistent With the plans and specifications associated with the approval on file'with the Dept. of State, which were approved on Dec .1'Oth, 2010 under system. #M1387-02-070 Attachment --1 WARNING: IT IS A VIOLATION. OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS,UNDER THE DIRECTION OF A. LICENSED PROFESSIONAL ENGINEER, TO ALTER -THIS ITEM' IN ANY WAY: Marr Wall Header/Beam Schedule Design Specifications - Attachment 2 35 Ground Snow - 26 Wide - Ranch/R.Ranch - 5-7112 Exterior Header Schedule 12.1.4.b 2 1-2x6 SPF 2/1 Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-10" 12.1.1.j B - 3 -2x8 -SPF 2/1 8'-8" 12.1.1.j .c 3-2x10 SPF 2/1 10'-7" 12.1.1.j D 3-2x12 SPF 2/1 12'-3" 12.1.1.j E 3-1.5"x5.5" LVL 9'-0" 12.1.1.n F 3-1.5"x7.25" LVL 11'-10" 12.1.1.n G 3-1.5"x9.25" LVL 15'-1'' 12.1.1.n H 3-1.5"x11`.25" LVL 18'-5" 12.1.1.n Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 2'-8" 12.1.4.b 2 1-2x6 SPF 2/1 3'-10" 12A Ab 3 1-2x8 SPF 2/1 4'-11" 12.1.4.b 4 1-2x10 SPF 2/1 6'-0" 12.1.4.b 5 1-2x12 SPF 2/1 6'-11" . 12.1.4.6 6 1-1.5"x9.25" LVL ; 10'4' 12.1.4.f 7 1-1.5"x11.25" LVL 12'-5" 12.1.4.f 8 1-1.5''x16" LVL 17'-3" 12.1.4.f 9 1-1.5"x1'8" LVL 19'-3" 12.1.4.f % 2-1.5"x16" LVL 23'-8" 12.1.4.n !11 2-1.5"x18" LVL 26'-8" 12.,1.4.n Attachment - 2 WARNING- IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. Design Specifications - Attachment 3 35 Ground Snow - 26 Wide - Two Story - 5-7/12. Exterior Header Schedule Symbol Header Max.,Span Calc R'ef .. ' A-1 3-2x6 SPF 2/1 4'-11" .12.1.2.] 'B-1 3-2x8 SPF 2/1 6'-3" 12..1.2.j C-1 3-2x1-0 SPF 2/1 . T-8" 12.1.2.j D-1 3-2x12 SPF 2/1 8'-10" 12.1.2.j E-1 . . 3-1.5"x5.5".LVL 6-6" 12.1.2.n F-1 3-1.5"x7.25" LVL 8'-6" : 12.1.2.n G-1 3-1.5"x9.25" LVL 10'-1.1" 12.1.2.n H-1 3-1•.5"x11.25" LVL 13'-3" 12.1.2.n J Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref . 1-1 1-2x12 SPF 2/1 4'-11" 12.1.5.b 2-1' 1-1.5"x11.25" LVL 3-1 2-2x6 SPF 2/1 ' 3'-10" 12.1.5.8 4-1 2-2x8 SPF 2/1 4'-11" 12.1.5.g 5-1 2-2x10 SPF 2/1 6'-0" 1.2.1.5.g• .6-1 2=2x12 SPF 2/1 7-0" 12.1.5.g 7'-1 2-1.5"x9.25" LVL 9'-8" 12.1.5.n 8-1 2-1.5"x11.25" LVL 11'-9!' 12.1.5.n 9-1 2-1.5"x9.25"&11.25 LVL 13'-10" 12.1.6.f Attachment .-'3' WARNING: IT IS A.VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON', UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. N uv YORK 101 e 0 1 - NEW YORK STA TE DEPARTMENT OF STATE Division of Code. Enforcement and Administration One Commerce Plaza, 99 Washington Avenue Albany, NY 1223.1 Phone :-(5f8)-474AG73 Fax - (51'8) 486-4487 DC wNvw.dos.nv.qo E-maiI.,infcc@_dos.nv.qov This notice serves to inform the local Code - Enforcement Official that. the New York Departme -of'State (DOS) hasreviewed. and approved plansi as authorizedpursuant to 1.9 NYCRR, Part 1209j.. Regulation and Fees for , tw Factory MahUfactured. Homes. to: all6w the construction of single.. family homes, ofamily homes: and/or other modular buildings or components: in. compliance with the State Uniform Fire Prevention and Buil . ding, Code,. as dds66ed he -rein: Manufactuebes'Nam-e: Muncy Homes, Inc: 1567 PA Route 442 East P.O. Box, 325 Murc . PX 17756 y . Building Description: (Detached One and. Two -Family Dwelling and M.ultiple.'8[ngle -Family Dwellings (Townhouses.)System pp (Aln�Modlffcaifdh M,138'7-2013-1724) Applicable. Code: Residential Code df'New York State: 201`0 (RCNYS) Expiration Date: December 15,:2014 Maximum. Ground Snow Load: 9.0 PSF Seismic Design Category; A, B, C or DO Basic Wind Speed: 120.M*PH Maximum Exposure.Category: A or G DOS: Contact Person.- Gerard A. Hathaway, R.A. Additional. Conditions: %None-, Approval Date: Dec -ember 12,. 2012 (Modification date-.. 4-23-201.3) Ronald, Rester,, AIA Director A copy of this Noiice-ofApproval shall accompany all.plains-and specifications submitted as part ofagermit--hppli66tion. 'Plans should not require,a DOS sea] provided the registered:ddsign professional references the. approval number and certifies that. -the pkns, and specifications, conform to th6 plans and°speciflcations approygkd. byandon file With th0r DOS' The# entified aboVe�i prdval id s: 1,1m.fted to all construction that takes, pAace. in the t factory; Site related work including Installation! and ppd/ - connection of mpqriprits,46undat! . bns., mechanical ng . or components connections, stairs, decks, etc; is the responsibility' of the Code Enforcement. Official. The presence. o , f the insignia of appr6V I:shall 6epresu.mptive evidence.... that -.(16 factory manufiactbred ..home or component complies pli6s :with: the :provisions of the RGNY` S.. If the code. :enfdr.ccoma ementofficial believes (haf.anVry facto.mandfactuted componentis''ih vioNfibo'-pf onieor:morb prPyi6itins.,of the: KNYS, he/she should D.OS for further-reWlew and/or deterrninatfon. WARNING: IT IS AVIOLATION OF THE NY EDUCATION_LAWARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE_ DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. ' WARNING: IT IS A VIOLATIOOF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF AllllllLICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. REScheck Software Version 4.4.4 . -SECom OUST uompliance certificate: Project Title: #31631_000 (Job_S/N.) Energy Code: 2009 IIECC ' Location: Suffolk County, New York Construction Type: Singe -family Project Type: New Construction Conditioned Floor Area: 2,080 ft2 " Glazing Area Percentage: 14% Heating Degree Days: 5999 Climate. Zone: 4 Permit Date: Construction Site: Owner/Agent: Customer: Antonucci Builder: Turn Key 770 Old Shipyard Rd. Southold, NY 11971 NY Compliance: 19.2% Better Than Code Maximum UA: 412 Your UA: 333 The= Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off.rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Comment: front Window: 9-38 x 59 SL: Vinyl Frame, Double Pane with Low -E Comment: f 9 Door: 1-36 x 80 2 Lite: Solid Comment: f 1 Wall 2: Wood Frame, 16" o.c. Comment: rear Window: 2-30 x 37 SL: Vinyl Frame,. Double Pane with Low -E Comment: r 2 Window: 6-38 x 59 SL: Vinyl Frame, Double Pane with Low=E Comment: r 6 Door: 1-32 x 80 9 Lite: Solid Comment: r.1' Door: 1-72 x 80 Vinyl SGD SL: Glass Comment: r 1 Wall 3: Wood Frame, 16" o.c. Comment: left Project Title: #31631_000 (Job 'S/N) Data filename: 0:\Premier Data\REScheck 31000\31631.rck 9/19/13 Designer/Contractor: Darryl Mincemoyer Muncy Homes, Inc. 1567 Rt442E Muncy, PA 17756 570-546-8915 dmincemoyer@premier-,builders.com 1,040 38.0 0.0 710 21.0 0.0 140 22 710 21.0 0.0 15 93 i 19 ") 2 40, 9/19/13 Designer/Contractor: Darryl Mincemoyer Muncy Homes, Inc. 1567 Rt442E Muncy, PA 17756 570-546-8915 dmincemoyer@premier-,builders.com 1,040 38.0 0.0 710 21.0 0.0 140 22 710 21.0 0.0 15 93 i 19 40, 462 21.0 0.0 0.300 0.230 0.300 0.300 0.320 0.330 31 31 42 5 31 5 28 6 13 23 Report date: 09/13/13 Page 1 of 2 WARNING: IT IS A VIOLATION OF.THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. Window: 4-38 x 59 SL: Vinyl Frame, Double Pane with Low -E 62 0.300 19 Comment: 14 Wall 4: Wood Frame, 16" o.c. 462 21.0 0.0 25 Comment: right Window: 2-38 x 59 SL: Vinyl Frame, Double Pane with Low -E 31 0.300 9 Comment: rt 2 Wall 5: Wood Frame, 16" o.c. 304 21.0 .0.0 16 Comment: bsmt level stair Door: 1-30 x 80 Blank: Solid 18 0.160 3 Comment: bsmt level stair Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 980 19.0 0.0 46 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Digitally signed by Darryl Mincemoyer Darryl Mincemoyer - Engineering Date: 2013.09.13 09:45:52-04'00' Name - Title Signature Date Project Notes: 1- Calcs reflect only that portion of the unit assembled in the factory & included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements & cape roofs spaces, the builder shall enclose basement & attic stairs. The walls surrounding the basement& attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4- An IRC & IECC Air Barrier & Insulation Checklist is partially completed in plant & supplied to builder with final house packet for on-site completion by others. 9/19/13 Project Title: #31631_000 (Job_S/N) Report date: 09/13/13 Data filename: O:\Premier Data\REScheck 31000\31631.rck Page 2 of 2 ' WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER-THIS ITEM IN ANYWAY. i - 3 1 - G Energy Emdenc e &aifidate Wall 21.00 Floor 19.00 Ceiling / Roof 38.00 buctwork (unconditioned spaces): 9 eo a o Window 0.30 0.34 Door 0.33 0.34. Heating System: Cooling System: Water Heater: Flame: Date: Comments: 54375 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. M585812 (HINGE MONO 212 T-28'-60190 BPACING:2-0-0 I a -lo -u lv ax.a I NJ-0Side Memher - Itaeh2x83Y1 ND.1 ar20EMlcmllam LVLslde member .. .. -..... SPACING 2-0-0 (ane face)wilh 2 nus of 10d nails spaced 3' ofc Info each member. DEFL REACTIONS (lac) Max Horz5=158(LC 13), 1=498(LC 9) Tut -Off Max .UpIIR7= 461(LC 9), 1=547(LC 9) LOADING(psf) Max Grav7=727(LC 18), 1=1502(LC 18) NLT. CANTILEVER DETAIL 7 1.15 m Vert(LLL) -0.33 11 >4TI g ; REACTIONS Mi20 187/144 ul:iima .12 MaxHorz6=157(LC13),1498(LC9) F� Max Upl1117=563(LC 9), 1=297(LC 9) TCLL 69.3 Max Grav7=1034(LC 18),1=1187(LC' BPACING:2-0-0 SPACING: 1-0-0 SPACINGr1-0-0—. .. .. -..... SPACING 2-0-0 .._._—__._..�_�_.._.. CSl DEFL .. _..._..... in (lac) _. _... NdeFl Ltd _._......... PLATES GRIP LOADING(psf) LOADING(psf) L0ADING(psf) Plates Increase 1.15 TC 0.71 Vert(LLL) -0.33 7 8 >4TI 240 Mi20 187/144 TCLL 462 TCLL TCLL 69.3 TCLL 924 Wmberincreass 1.15 EC 0.83 Vert(TL) -0.63 7.8 >254 180 MII18 - 141/138 d5now=fi0.0) (Grou7COL (GraundSnovr-90.0) (GroundSnovr-120.0) Rep Stress Incr YES WB 0.52 HorzfM) 0.00 7 We n1a 7A TCDL 10.5 TCD 14.0 Code IBC2009/fP12007 (Matrix) Weight 791b BCLL 0.0 BCLL 0.0 BCLL 0:0 SCOL 10.0 BCDL 15.0 ECCL 20.0 LUMBER BRACING 5=246187199/0,994/573/464/0 TOP CHORD 2 X 6 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or -5-5-7 ac pudins, except end vedlcal$P] T2: 2 X 6 SPF 165OF 1.SE, T3: 2 X 4 SPF Not BOT CHORD Rigid ceiling directly applied or 5-6-9 no bracing. BOT CHORD 2 X 8 SYP No.1 WEBS 1 Row at midpt 413 WEBS 2 X 3 SPF Stud -Except' JOINTS 1 Brace at Jqs): 9 ' W3:2X10LSLTruss Grade 4) Roof design snow load has been reduced to account for -slope. csr¢°mn �l°s'r`m'q Will WEDGE X 4 Nc.2 ' rmr Leff: 2 SPF 7) NI plates are MT20 plates unless otherwise Indicated. . , ��';,��,:.:.:,.:-.:�!]i`'-: • -: REACTIONS (Ib/size) 1=7 7 510-1-1 5 (input; 0-3!8), 7=74310-1-11 (tnpub 0-5-8), 6=0/Mechanical Max.Horz 1 198(LC 9), 6=158(L13) , :` : i`Y" � 6); � - -- JI: .. additional member connections shall provided others as 11) This truss has been designed for 10.0 bottom live load with live loads. ,; .��� .•- Max Uplift1=325(LC9),7=571(LC9) {o�a�S�tiYBd1� o MUM bottom chord and any other members, with BCDL=10;0psf. 325 lb 571 Ib 7. c3 CML ML Max Grev1=1233(LC 18); 7=10771ILC 18) lN ��yy 15) This truss has been designed in accordance with the 2006 IBC Sec 2303.4.2, 2005 IRC Sac 802.10.2 16) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC 8802.10.2 FORCES.(lb)- Maximum Compresslon/MaxlmumTension 17) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building Is put into ser ice. Ci J 18) If shaven, field Installed members are an integral part of this design. To ensure proper performance, all field Installed members must be Installed prior to TOP CHORD 1-2=712/6, 2-3=1092/136, 3-13=950/86, 4-13=550!95, 45=378/81, 5-6=189/90, 7-9=7 6 514 9 0 19) Based an HM585810. Reconfigured for cost savings. : W BOT CHORD 1-10=3031472,10-11 03/472111-12=303/472, 8.12=303/472, 8-14=2971464,14-15=2971464, 7-15=297/464 WEBS 4-9=6941573,2-8=945i635 REQUIRED FIELD JOINT CONNECTIONS - Maximum Compression (lb)/ Maximum Tension (Ib)/ Maximum Shear Qb)/ Maximum Moment (lb4n) '':�-0' ` ii~7 '0.6 J ,,.. ' . 5=246187199/0,994/573/464/0 • ; •. 'I".O ., , • .,_.,...,••;.:;�; NOTES (15-19) • :,� ESSJO,-'',,. 1) Dado: 0-3-14 length x 0-0-12 deep dado, 0-10 8 to left edge from joint 1 on the bottom face. '' ` " •� 2) Wlnd: ASCE7-05;120mph 241n o.c.; TCDL=2-1psf; BCDL=3.Opsf, (Alt.147mph @16ln o.c.; TCOL=3.lpsF BCDL=4.5psf); (AIL 160mph @12in o.c.; Jan. 29,E 2010 TCDL=42psf,, ECDL=6.0psf); h=30ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Extedor(2) zone; cantilever left exposed ;GC for members and fomes & MWFRS for reactions shown; Lumber 001-=-1.60 plate gdp DOL=1.60 31TCLL' ASCE 7-05; Pg=60.0 psf (ground snow); Ps --46.2 psf (roof snow); Category II; Exp C; Partially, Exp.; Ct=1.1 4) Roof design snow load has been reduced to account for -slope. 5) Unbalanced snow loads have been considered for this design. ' 6) This truss has been designed for basic load combinations; which Include cases with reductions for multiple concurrent live loads. d 7) NI plates are MT20 plates unless otherwise Indicated. ' 2Z" 8) See BEH18 DETAILS for plate placement , 9) Provisions must be made to prevent lateral movement of hinged member(s) during Iranspodation.- 10) All be by for fomes indicated. additional member connections shall provided others as 11) This truss has been designed for 10.0 bottom live load with live loads. SqC gQ�,gprl g6po l��g a psf chard nonconcurrent any other 12)' This. truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 30 tall by 2-M wide will fit between the {o�a�S�tiYBd1� o MUM bottom chord and any other members, with BCDL=10;0psf. 325 lb 571 Ib 7. c3 CML ML 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at Joint 1 and uplift at joint 14) This truss has been designed In accordance with the 2009 IBC Sectian 2303.4.6, 2009 IRC Secilon 802.10.2. lN ��yy 15) This truss has been designed in accordance with the 2006 IBC Sec 2303.4.2, 2005 IRC Sac 802.10.2 16) This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 2003 IRC 8802.10.2 17) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building Is put into ser ice. Ci J 18) If shaven, field Installed members are an integral part of this design. To ensure proper performance, all field Installed members must be Installed prior to applying any loading to the truss. 19) Based an HM585810. Reconfigured for cost savings. WARNING - Verily design parameters and READ NOTES Universal Forest Products, Inc. • 2801 EAST BELTLINE RD, NE PHONE (616)564-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 s building component has only been designed forthe loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible IilBng methods and system design. Builder responsibilities are defined under section 2.3 of TP11-2002. This design is based only upon parameters shown, and is fbi responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility,of the building designer. For general guidance regarding from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:lsupport\M1tekSuppliemplateslufp.tpe cQ copyright 2010 by: Universal Forest Products, Inc. iVluncy Homes, Inc 3/12/2010 1.2.9.a 0/0 WARN ING:1T IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE . ` DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. Jab Truss Truss Type my " Pry. :SMP 212 .. 54375 Additional Seals 1 ' 1 Job Reference (optional) Page 2 of 2. Universal Forest Products Inc., Grand Rapids; MI 49525, Peg eeckelt 7.130 a Apr 21120091MiTek Industries, Inc. Wed Jan 20 15:50:14 2010 Page T Additional Seals For. CC676903 CC676904 CC677802. HM644407 _ HM731506 HM585811 HM585812 • ,,���111•lil!1l117fligff .. ... .. �_.1 Y'� .1-��� .. .. .. R �40, OP +lti 9: IV 0# NM NA- oW y� �isap N €A TPSREQISTERED, ROFawdA! KEVIIViIW 1�1, d, Fi�EEMAN � : ECEV� iV;W,;� FFIE�MAN•:� o,�r N$� \2�c' .. ENGINEER t ® WARNING Verify design parameters and `READ NOTES ' Universal Forest Products, Inc. 2601 EAST BELTLINE RD, NE PHONE (616)-364.6161 FAX (816)-365-0060 GRAND RAPIDS, MI 49525. This building component has only been designed for the loads noted an this-drawing. Construction and'litting forces have not been considered. The builder Is responsible for lifting methods and system design. Builder responsibilities are defined under section Z3 of.7P11-2002. This design is based only upon`paramelersshown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design.parameteis and proper Incorporation. of component is responsibility-of building' designer- not truss designer. Bradng shown Is for lateral support of Individual web members only. Additional, temporary bracing'to Insure stability during construction: Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the.building designer. For general guidance regarding' dellver4 erection and bracing � consult BCSI 1-06 fmm the Wood Truss Counal of Institute Recommenclaiii[on aivallable I from WTCA, 6300 Enterprise W, Madison, W1.53719 J:LsuppgrtVdtekSuppllemplatesWfp.tpe@ copyright 2010 by: Universal, Forest Products, Inc Muncy Homes, Inc :. .-3/12/2010 1.2.9.b ,Y i WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE 120 MPH 3 -SECOND GECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DJS DATE 9/16/2013 217 East Main Street • Middleburg, PA 17842 CHECKED BY DATE Phone (570) 837-0577 • FAX (570) 837-0585 Design Criteria Location: NY 1i20mph Exp C or less 9/19/13 Building Description: Codes: Residential TWO Story. Modular Wood FFrame Construction 2010New York: Residential; Code . ,2005 NDS. ASCE 7-05. Building Importance Category: 41 Seismic Criteria Seismic Design Category (SDC) Short period design spectral response acceleration (SDs) Seismic Importance Factor Basic Wind Speed Vasd = Exposure = Wind Exposure Adjustment Factor = Wind Importance Factor Snow Load Ground Snow Load = Snow Importance Factor of if 'fv sn %r B 0.32 1.00 35 psf 1:00 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 2 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Criteria Cont. Max Mean Roof Height = 30', ft. Roof Framing Span (Horizontal Projection) Roof Framing Spacing = 16':' :'in. o.c. Roof Overhang Length Roof Slope = T .1,2 Roof Diaphragm Aspect Ratio Length of side (1-1)(width) = 26 'ft. Length of side (Lz)(length) = 40. ft. 9/19/13 r WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 3 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Height = 2nd Story Loadbearing Wall Height = Wall Stud Specifications = 2x6..,, Wall Stud Spacing = 16. , in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height - 8 =ft. 2nd Story Shearwall Height = 8 `ft. OSB - PLY 1st Story Minimum Shearwall Length = H / 3,5 = 2.29 ft. 2nd Story Minimum Shearwall Length = H / 3.5 = 2.29:JA I 9 1st. Story Wall Length Available for Full Height Sheathing Bline_1 `;1,9.67 :;ft. Lline-k:,-22.50'= ft. Bline_2 18.00 ft. Lline _B 1:24.33 ' ft. 1 st Story Maximum Unrestrained Opening Height r Hline 1 66 in. Hline As 84 in. Hline_2-3.84 in. Hline_E ..84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline 1 19.67 ft. Lline- A 27.33 -ft. Bline 2 :19.67 ft. Lline B 24.17. ft. 2nd Story Maximum Unrestrained Opening Height Hline 1 66 in. Hline A °: '66"`- in. Hline 2,, 66 Y' in. Hline E 66... - in. 9/19/13 a r WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 4 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections Building Width = 26 ft. Roof / Ceiling Assembly Dead Load = 15 psf ASCE 7-05 Roof Framing Spacing 1 in. o.c. Roof Span Amount of load to be subtracted per Story = {[(Unit Width / 2) x Floor/Roof Dead Load] + Wall Dead Load} x 0.6 2) x 10psf] + 60 plf} x 0.6 = 75, ;;E plf Vertical Design Wind Pressures End Zone Wind Uplift Pressure = 15.6 ,' psf Int. Zone Wind Uplift Pressure = 114 `-' psf Overhang Wind Uplift Pressure = 15:6',';; psf Wind Exposure Category C Wind Exposure Adjustment Factor = 1.4 Wind Importance Factor ti� 00 3 Sec Gust Wind Speed = 1.20 :`mph MWFRS Figure 6-2 Max of Zones E & F MWFRS Figure 6-2 Max of Zones G & H MWFRS Figure 6-2 Max of Zones Eoh, Goh, E,F,G&H Adjusted Uplift Pressures Adjusted End Zone Wind Uplift Pressure 21.84.i psf Adjusted Int. Zone Wind Uplift Pressure 1!8.76 ; psf Adjusted Overhang Wind Uplift Pressure = 2.T.84-' psf Roof to 2nd Story Wall Connection Load = 244, - plf 9/19/13 -i 2nd Story Wall to 1 st Story Wall Connection Load = 244, plf 75plf = 169 ! Of 1st Story Wall to Foundation Connection Load = 169 plf i 75' ; plf = 94 plf S L�" Roof to 2nd Story Wall Connection Load = 244, - plf 9/19/13 -i 2nd Story Wall to 1 st Story Wall Connection Load = 244, plf 75plf = 169 ! Of 1st Story Wall to Foundation Connection Load = 169 plf i 75' ; plf = 94 plf Y WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 5 OF 44 CALCULATED BY DJS DATE CHECKED BY DATE Uplift Connections (con 'd),, Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Truss to Stud 9/19/13 9/16/2013 IF WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 6A OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections (cont'd) 1 st Story Wall Stud to Floor Band Connection Connector. 7/16" OSB/PLY"overlap",floor rim,i ist 6 Fastener: 0.131 in x 2'-1/2in''nails Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 lbs per fastener Use 2 rows of fasteners along bottom edge of panel - stagger spacing between rows Req'd Uplift Required Load Spacing line_A 509 Of . 4 in. o.c. line_B 449 plf 5 An. o.c. line_1 0 plf 3 in. o.c. line_2 0 Of3 in. o.c. -y lox 9/19/13 s WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 7 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections (cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector 7/16" OSB/PLY overlap,sill plate.1 5 Fastener: 0 13.1 m x 2'=1/tin nails .° Must Use Nails in Higher than Seismic Zone C Lateral Value = 96 " lbs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing _' If line_A 50=9 P 2 in. o.c. line_B 449 ; plf 2 in. o.c. line_1 0 plf2 in. o.c. line_2 0 plf 2 in. o.c. OF i3? ,. AIL;Cr 6 oh 9/19/13 r WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. $" OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sinale Shear Staple Capacitv w/ min. 1" penetration D = L 0.063:4 in Diameter Fyb = 1 E:+05 psi Dowel bending yield strength Rd — 2.2 Reduction Term - See Table 11.3.1 13 Re = is 0.77R :' = Fem / Fes Rt = 2-.286, '= Im / is Im = 1 in main member dowel bearing length Is = 0,438 in ........................... side member dowel bearing length Fem = 3350 , psi main member dowel bearing strength Fes = ,4300,. -psi side member dowel bearing strength Table 11.3.1A Yield Limit Equations: Mode Shear Staple Capacity: Zstaple = 2 Legs x Zmin Zstaple = 40.41, dbs Im Zlm = D x Im X Fem x CD = 153 5 Ib Rd Is Zjs = D x Is x Fes X CD = 86 2 Ib �[+ Rd4aL l II Zii = k, x D x Is x Fes X CD = 64.5 Ib � "v10; w CC Rd �e ' i 8,252 Illm Ziiim = k2 x D x Im x Fem x . CD = 563 !]b (1+2Re) x Rd 9/19/13 Ills Z111s = k3 x D x Is X Fem X CD = 33.6 1b (2+Re) x Rd IV Ziv= DZ x 2 x Fem x Fyb I1/2> = 20.2 db Rd 3 x (1 + Re) Minimum Shear, Zmin = Notes: Kt = [Re + (2Re2 x (1+Rt+Rt2)) + (Rt2 X Re3)1(1'2) - [Re x (1 +R)] 0:6 (1 +Re) 202 Ib I Per Section 11.1.7 of 2005 NDS "Other Dowel -Type Fasteners" is = '0.438-,jn Side member thickness tm = 1 in Main member penetration Ss = ' OSB/PLY Side member species Ms = 'SPF` Main member species Sc = 16 , Staple Gage CD = 1.6 Load Duration Factor Staple Capacity: Zstaple = 2 Legs x Zmin Zstaple = 40.41, dbs Im Zlm = D x Im X Fem x CD = 153 5 Ib Rd Is Zjs = D x Is x Fes X CD = 86 2 Ib �[+ Rd4aL l II Zii = k, x D x Is x Fes X CD = 64.5 Ib � "v10; w CC Rd �e ' i 8,252 Illm Ziiim = k2 x D x Im x Fem x . CD = 563 !]b (1+2Re) x Rd 9/19/13 Ills Z111s = k3 x D x Is X Fem X CD = 33.6 1b (2+Re) x Rd IV Ziv= DZ x 2 x Fem x Fyb I1/2> = 20.2 db Rd 3 x (1 + Re) Minimum Shear, Zmin = Notes: Kt = [Re + (2Re2 x (1+Rt+Rt2)) + (Rt2 X Re3)1(1'2) - [Re x (1 +R)] 0:6 (1 +Re) 202 Ib I 6 0v WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 8A OF 44 CALCULATED BY DJS DATE 9/16/201.3 CHECKED BY DATE Fem = 3350 , psi main member -dowel bearing strength Fes = 61.850 ' psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = '52.5 � Ibs Im Zim = D x Im x Fem X CD _ 151 .5, 'ilb _._._. Rd Is Zis = D X Is X Fes x CD = 102 0 Ib Rdlev r )1 t Its II Zii = k, x D x Is x Fes x CD = 62 8 -- Ib,'f Rd a # U Illm Z111m= k2 x D X Im x Fem x CD = 66-11Elb�v (1+2Re) X Rd Ills Ziiis = k3 x D x Is x Fem X CD = 31 8 Ib 9/19/13 (2+Re) x Rd ....... .......... .. ..... ...._..................... IV Ziv= DZ x 2 x Fem x Fyb ('�2) = 263 Ib Notes: Kt = [Re + (2Re2 X (1+Rt+Rt2)) + (Rt2 x ReA(t12) _ [Re X (1+R)] (1 +Re) K2 = -1 + (2 x (1+R.))+ 2F x (1+2Re) x D2 (V2) 3Fem X Im2 K3 = -1 + (2 x (1 }Re)) + 2F b x (2+Re) x D2 (V2) Re 31`em X Ise Minimum Shear, Zmin = 26.3. }lb - 0.6; = 0.5 11.8 Per Section 11.1.7 of 2005 NDS Single Shear Staple Capacity w/ Metal Side Member w/ min. 1" penetration "Other Dowel- Type Fasteners" D - 0 063 in Diameter is = 0.036 in Side member thickness Fyb 1;E+05, psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term - See Table 11.3.1 B Ss = 20GA Steel Side member species Re - C05.4.! Fem / Fes Ms = SPF" Main member'species Rt = 27.78 == Im / IS SG = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6., " Load Duration Factor Is = 0.036 in side member dowel bearing length Fem = 3350 , psi main member -dowel bearing strength Fes = 61.850 ' psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple = 2 Legs x Zmin Mode Shear Zstaple = '52.5 � Ibs Im Zim = D x Im x Fem X CD _ 151 .5, 'ilb _._._. Rd Is Zis = D X Is X Fes x CD = 102 0 Ib Rdlev r )1 t Its II Zii = k, x D x Is x Fes x CD = 62 8 -- Ib,'f Rd a # U Illm Z111m= k2 x D X Im x Fem x CD = 66-11Elb�v (1+2Re) X Rd Ills Ziiis = k3 x D x Is x Fem X CD = 31 8 Ib 9/19/13 (2+Re) x Rd ....... .......... .. ..... ...._..................... IV Ziv= DZ x 2 x Fem x Fyb ('�2) = 263 Ib Notes: Kt = [Re + (2Re2 X (1+Rt+Rt2)) + (Rt2 x ReA(t12) _ [Re X (1+R)] (1 +Re) K2 = -1 + (2 x (1+R.))+ 2F x (1+2Re) x D2 (V2) 3Fem X Im2 K3 = -1 + (2 x (1 }Re)) + 2F b x (2+Re) x D2 (V2) Re 31`em X Ise Minimum Shear, Zmin = 26.3. }lb - 0.6; = 0.5 11.8 '9 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 9 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap = X0.0598, in Strength of Steel = 36 ` ksi Strength Reduction Factor = '0.6 Width of Steel Strap = 1.5 in Thickness of fastener'= .0.1310 in Capacity of Strap = Thicknes x (Width of Strap - Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap = 1768 'Ib 0.131"x.2.5" Nail Capacity Shear Z = . 83 Ib NDS Table 11 P Load Duration Factor 1.6 for wind X04 Adjusted Fastener Capacity = 132 8 Ib "'Lr Required Quantity of Fasteners to achieve max capacity of strap= #.g QTY = 14 :nails each end of each strap �y'= 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 9A OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap = -0"10359: in Strength of Steel = °36 ksi Strength Reduction Factor = 0.6 Width of Steel Strap = "1!.25 in Thickness of fastener= x0.1.3'10 in Capacity of Strap = Thicknes x (Width of Strap - Width of fastener) x Strength of Steel x Strength Reduction Factor = Capacity of Strap =r 867.71 lb 0.131"x2.5" Nail Capacity Shear Z = 81Ib NDS Table 11 P _ -.."-- Load Duration Factor= 1.6 for wind ; Adjusted Fastener Capacity = 129 6lb Ar Required Quantity of Fasteners to achieve max capacity of strap =eL QTY = 7 ,nails each end of each strap 9/19/13 0 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 10 OF 44 CALCULATED BY DJS, DATE 9/16/2013 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Loads Truss ID # HM585812 Max Uplift at Marriage Wall= 571 lbs Unit Uplift Load = 385 Of = Roof to 2nd Story Wall Connection Load = 385 plf 9/19/13 2nd Story Wall to 1 st Story Wall Connection Load = 3,85 �:Of 57 � plf = 328 plf Wall to Girder Connection Load = 328mm^ plf 57 plf = „ 271 _ . plf *Connection loads less than 0 do not require uplift connectors Amount of load to be subtracted per Story = _ [(Unit Width / 2) x Floor/Roof Dead Load] + Wall Dead Load _ {[(13 00 ft / 2) x 10 psf] + . '30'piq x 0.6 = 57` plf I I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 11 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 9/19/13 - ..... . .... .... I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB - PRE -31631 SHEET NO. 11A OF 44 CALCULATED BY DJS DATE 9/16/2013 Uplift Connections (cont'd) Marriage Wall Connection Design CHECKED BY i DATE 2nd Story Wall Stud to 2nd Story Floor Band Connection 9/19/13 Connector. ;Simpson Strong -Tie LSTA1'2';' Fastener: (10) 0A48inx2.5in nails (5 each end of strap);: Allowable Load = 795 • Ib Req'd Uplift Req'd Provided Load _Spacing Spacing 328 Of29 -, in. 16__.r.. in. 2nd Story Floor Band to 1 st Story Ceiling Band Connection (One Side Only) Connector. 'Simpson Strong -Tie LSTA15 - Fastener: (12) 0.1:48inx2.5in nails (6 each, end of strap) Allowable Load = 950.,,: Ib Req'd Uplift Req'd Provided Load Spacing Spacing 657 + plf 17 in. 16 ; in. Yf Y WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 1 1 B OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 1 st Story Ceiling Band to 1 st Story Wall Stud Connection Connector. ISmpson Strong Tie LSTA12 Fastener: (10) 0.148inx2.5in-nails (5 each end of strap).. Allowable Load = 795 Ib Req'd Uplift Req'd Load Spacing 328 Of 29 in Floor Girder to Foundation Connection Req'd Uplift Load 271-" plf per box Provided Spacing 16' 'in. Provided Spacing 16 :' in. 9/19/13 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 12 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Uplift Connections (con -'d) Check Tensile Strength of Studs to Transfer Uplift Loads Size Factor Net Area of Stud A= 825;in 2 Allowable Tensile Load Pt = Ft' A = 429Q-511 b ;.> 325 Ib OK 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FO.R ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 & SHEET NO. 13 OF 44- CALCULATED 4- CALCULATED BY DJS DATE 9/1612013 s CHECKED BY DATE s -Wind Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure 25 7 psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure 1,7 6 ;psf MWFRS Figure 6-2 Zone B Int. Zone Wall Horizontal Pressure = 20 4 psf MWFRS Figure 6-2 Zone C Int. Zone Roof Horizontal Pressure [4 ;;psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure= 2 f gg `psf = (Wall End Zone Press x 2 x End Zone Length ) + [Wall Int. Zone Press.x (Building Length - (2 x End Zone Length) ] Building Length Average Roof Horizontal Pressure 9,1115 psf (Roof End Zone Press x 2 x End Zone Length ) + [Roof Int Zone Press x (Building Length - (2 x End Zone Length) ] Building Length Perpendicular to Ridge Roof Diaphragm Load 214 6 plf _ (Ave. Roof Hor. Press. x Roof Height) + (Ave. Wall Hor. Press. x Wall. Height / 2) Adjusted Roof Diaphragm Load 300 _ plf Multiplied by Wind Exp. Factor & Imp. Factor 4 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 14 OF 44 - CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Shear Connections -Wind (cont'd) Reference Sheet 13 for wroof & wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Shear Tranfer Connection Capacity Requirements Wind Parallel to Ridge vroof = Vroof / 2 / B = , - 23.1 i. Of vroof = Vroof / 2 / L = 69 plf vfloor1 = Vroof + Vfloorl 12 / B = 468 ,art Of vfloor1 = Vroof.+ Vfloor / 2 / L 169 Of vfloor2 = Vroof + [2 x (Vfloor / 2 / B)] = 705 .-J off vfloor2 = Vroof + [2 x (Vfloor / 2 / L)] 269 'Dlf JF' 'k i 4 ,< 9/19/13 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 15 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Shear Connections - Seismic (cont'd) ASCE 7-05 Total Shear Capacity Requirements - Seismic Seismic Design Category = B Weights: Factors: Wroof _16640 Ib R 6:5 ,Table 12.14-1 Wswall 9600 Ib Fa 1.4 Section 12.14.8.1 Wewall 6240:; Ib F':.Section 12.14.8.1 Wgable - 1560 lb SDS �b:32 iSecction 11.4.1 Wfloor26000Ib I 00 :. Seismic Importance Factor Wtotai _ :60040 Ib Seismic Base Shear, V: Section 12.14.8.1 V= F x SDs X Wtotai X I= 3251 :' Ib R Vertical Distribution, Fx: Section 12.14.8.2 9/19/13 Floor Diaphragm Load = ;3251 '' lb Wind Parallel to Ridge vroof = Fx.roof / 2 / L = 11 �=plf vfloor1 = Fx.floor1 / 2 / L = 26-;= plf vfloor2 = Fx.floor2 / 2 / L = .41' Dlf I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 16 OF CALCULATED BY DJS DATE CHECKED BY DATE 44 9/16/2013 Shear Connections (cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity -Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bline_1 19.67 ft. %fine_1= 1,, 761, Bline 2 19.67 `ft. %line 2 Shearwall Unit Shear Capacity Vwall line 1= Vroof / 2 Bline 1 Vwall line_1= 0 0 120;19=, Ib / (2 X 19 67 ft.) Vwall line 1= 306 pIf Wintl Controls Vwall line—2 = Vroof / 2 Bline 2 Vwall line 2 0 0 12019;Ib / (2 X1967 ft.). Vwall line 2 = 306 plf Wind, Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline_A 27:33 Ift. %line_A Lline_B 24.17,, ft. %line_B = ' 60. Shearwall Unit Shear Capacity Vwall line—A = Vroof / 2 Bline A Vwall line_A 0 0 = 5507 Ib _.. . , / (2 X 27 33 ft.) _..e . . Vwall line A= 101m , plf UVrntl ,Controls Vwall line—B = Vroof / 2 Bline B Vwall line_B = -�� 0 0=. 55Q7 Ib /(2x 24 17. .ft.) Vwall line B = 114, plf `VVrnd Controls , jiA 31 Bd , u5 is ` ''' 61 9/19/13 WARNING: IT IS A VIOLATION, OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE r DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 16A OF 44 CALCULATED BY DJS CHECKED BY Shear Connections (cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements DATE 9/16/2013 DATE r t u • a i a: � �z; �.ta 9/19/13 J WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 17 OF CALCULATED BY CHECKED BY Shear Connections (cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly Maximum Unrestrained Opening Height Wind Perpendicular to Ridge Hline_1, 66in. Hline 2:.._66 1 in. DJS DATE DATE BFn1 Pip 9/19/13 2nd Story Wall Height- i 85ft. Wind Parallel to Ridge Hline_A 66= =< in. Hline E 66-' in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline T. 0.80'' Fline_A 0.75. Fline 26 0.80: Fline_B 0:70 Maximum Unrestrained Opening Height 1 st Story Wall Height - 8ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1 66 1 in. Hline A 84 ` `' in. Hline 2 , 84 in. Hline 1? 84'' in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1:,' Fline 2 0.6' Fline_A u.5y Fline B' 0:62"" 44 9/16/2013 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF.A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 18 OF CALCULATED BY DJS DATE CHECKED BY DATE 44 9/16/2013 Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 O'K OK OK y vs = 1.40 (Tab-. Value) — 334 plf fi} o vs = 0 .. plf ;# Shear Capacity of Shearwall Assembly .. n vs = 334 Of + 0 plf = 334 plf > 114 plf OK rjpr,2 5P `9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 18A OF CALCULATED BY DJS DATE CHECKED BY DATE 44 9/16/2013 Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = :0.42, Vs - 0. If Shear Capacity of Shearwall Assembly ...... vs plf + 0' plf = 488 Of > ' 278 plf OK 9/19/13 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 19 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force - Tensile strength controls vs. compressive !2x6 SPF #3 ..:...... Sample Calculation Nominal Tensile Stress __... Ft — ?50,psi ANSI / AF&PA NDS Table 4A Load Duration Factor CD = : 16 ANSI / AF&PA NDS Table 2.3.2 Size Factor CF = 1:5;_ ANSI / AF&PA NDS Table 4A Allowable Tensile Stress Ft = Ft CD CF 600 psi ANSI / AF&PA NDS Table 4.3.1 Net Area of Stud A= 825 int _.._._.._..... _ Allowable Tensile Load Double 2x4 - With Splices P; = F; A = 3150 Ib Double 2x4 - No Splices 6300 Ib P' = Ft'A = 4290 Double 2x6 -With Splices P Ib Double 2x6 - No Splices = 8580. Ib Double 2x10 -With Splices Pt = Ft A = 5550 ; Ib Double 2x10 - No Splices 1'1100' Ib Z = 131.2 Ib :0.131"'x3.0" Nails Minimum splice lap where splices are allowed = 6' ft 2nd Floor WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 20 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Shearwall Desiqn (cont'd) Shear Capacity of Perforated Shearwall Assembly v = vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height 8' ft. Shear Perpendicular to Ridge ........ One j.-,::. 488', plf. Ix 0.80 = 388 - Of > . 306 plf ° °= .OK v ... vline 2 488 plf P x 0.80 - - 388 plf ? 306 plf` r; OK Shear Parallel to Ridge ........ NG Shear Parallel to Ridge .. 'vline A. 334' plf 'x� 0.75 = _. 250 ,' plf .> 101 , plf 0:59 = vline B _.:334 plf 'x 0.70 = 235 plf F> 114 , Of OK 1 st Story Wall 1 st Story Wall Height - 8; ft. Shear Perpendicular to Ridge ........ Must Use Segmented "SheanNall Design; viine_1 630plf . x 0.80 = 501;; plf < 619. plf NG zMust Use Segmented Shearwall!Design? vline 2 , -$23' plf x 0:67 _ 552 plf , < 676 • plf' ' NG Shear Parallel to Ridge vline_A " 630-, plf _ x 0:59 = ,372'_ plf > . 300. plf __ OK. One B °488'" plf 'x 0:62 = 301 pIf > 278 Of OK: (dote: Perforated Capacity limited to 490pif for Seismic and 686plf for wind 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER -THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 21 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 21A OF 44 CALCULATED BY DJS DATE CHECKED BY DATE 9/16/2013 Reference Page 22 for Stud Overturning Connections' Check Capacity of Dead Loads to Resist Overturning Loads C� Length of side (1-1)(house width) 26 =ft. � Length of side (Lz)(house length) 40 ft. ' `f Dead Load Resistance to Overturning - line -1 & line_2 9/19/13 Dead Load = 65 Of Dead Load * (Length to Overturning @ Pivot Point/ 2) _' 845 lbs * 0.60 = 507. Return Wall Dead Load = * 150 * 0.60 0 Dead Load Resistance to Overturning - line_A & line -B Dead Load = "150 ' plf Dead Load * (Length to Overturning @ Pivot Point/ 2) = 3000! lbs * 0.60 = 1800 Return Wall Dead Load = * 65 y`* 0.60 0 Required Holddown Capacity T= v x h Segemented T= v x h/Co Perforated 1 st Story Module to Foundation - line_1SEGMENTED Wind Controls T 619 _�; pIf x 8 0 ft. / 1 ° = 4'948 Ib + Ib - 0, lbs DL m . _.. 4948 Ib •, Connector:. Simpson Strong -Tie STHD14RJ Fastener: w/ 1/2' in .min concrete cover and, (30) 16d sinkers, locate 1.5in,from corner Allowable Load 5345 lb 1st Story Module to Foundation - line_2 SEGMENTED- ` Wind Controls` 8 T = 676 plf x 0 ft. / �. 1 '' _ ""5408 Ib + . Ib - : 1;00 Ibs DL = ` � 5308 Ib Sim son Strong -Tie- STH Connector: pD14RJ ' Fastener:% w! 1/2 in min concrete cover and '(30) 16d sinkers,' locate _1,.5infrom corner Allowable- Load' 5345 Ib! 1 st Story Module to Foundation - line A PERFORATED Wind. Controls T =a 300 plf x , 8 0 ft. / _., 0.59; _ 4''.070 Ib + Ib - 1`800. lbs DL= 2270 ', Ib Connector: Simpson Strong -Tie STH D14RJ ; Fastener:: w/ 112.in min concrete cover and (30) 16d'sinkers,' locate 1.5in from corner Allowable Load 5345 lb 1 st Story Module to Foundation - line_B PERFORATED' 3. Wind Controls T = 278 plf x 8.0 ft. / ' 0 618 3596 Ib + Ib - - 1800. lbs DL - 1796 Ib r. Connector:.'Simpson Strong -Tie STHD14RJ°. Fastener:' w/ 1/2 in: min concrete cover and (30) 16d sinkers, 'locate 1.5in from corner, Allowable Load 5345 Ib - WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 22- OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Overturning Connections (cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads - Sample Calculation (1) 2x6 SPF #3 Nominal Tensile Stress Ft = 250 psi Load Duration Factor CD = 1.6 Size Factor CF= 1.0 Allowable Tensile Stress Ft' = Ft CD CF psi ........ ... Net Area of Studs A = 8.25 ~ 'in t Allowable Tensile Load Pt = Ft A = = 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with Specific Gravity of Member G = 0.42, Thickness of Member is = 1.50 in. Lateral Capacity Z = 82 Ibs Load Duration Factor CD = .1 .6 Allowable Lateral Capacity Z'=ZCD= "131 i Ib cov ` 9/19/13 0.131." x 3.0" Nails Stud Height 8 ft ANSI / AF&PA NDS Table 11 N ANSI / AF&PA NDS Table 2.3.2 ANSI / AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x # of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 > Ib / 8 ft ) x (p12 in / 1 ft) _ 7 in .o.c. 9/19/13 0.131." x 3.0" Nails Stud Height 8 ft ANSI / AF&PA NDS Table 11 N ANSI / AF&PA NDS Table 2.3.2 ANSI / AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x # of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 > Ib / 8 ft ) x (p12 in / 1 ft) _ 7 in .o.c. I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 23 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Slidina Connections Roof Pitch = 7:122 Wall Height = 8: ft. Roof member spacing = 16 . in o.c. 3 Sec Gust Wind Speed = 120 ;;'mph .. Wind Exposure = C Wind Exposure Adjustment Factor = TA. ` Load from wind on Wall End Zone Wall Horizontal Pressure = 25'.7 ; psf MWFRS Figure 6-2 Zone A End Zone Wind Load = End Zone Wall Press x (Wall Height / 2) End Zone Wind Load = 102.8 `plf Adjusted End Zone Wind Load = End Zone Wind Load x Wind Exp Factor = 143.9; plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord -= 2754 'Ib See pages 14 & 15 _. Length of Unit Load along sidewall in diaphragm chord = sidewall diaphragm chord load / length of unit Load along sidewall in diaphragm chord = _68:84. plf Req. Roof to E.Z. Wall Load = Max(adj. end zone wind load, ]diaphragm chord load) x roof mem. spacing = Req. Roof to E.Z. Wall Load = 191.9 Ib Roof to Wall Plate Connection Assume Typical Connection made with Specific Gravity of Member G= 0.42: Thickness of Member is = 1.50 in. Lateral Capacity of Nails Z = 82. lbs Load Duration Factor CD = .... 1.6 Toe Nail Factor Ctn Allowable Lateral Capacity of Nails Z'=ZCDCt„= 109`"'lb Required Roof to Wall Plate Connection 0.131 "°x 3" toenail's. 9/19/13 Req'd Nail Nails Load Capacity Req'd 192 ' Ib 109 Ib cap 2 per framing member i WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 23A OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Slidinq Connections Assume Typical Connection made with 0.131.", x 3.0" Nails in End -Grain. Specific Gravity of Member G 0.42,:': Thickness of Member is = 1 50 � in. Lateral Capacity------ Z apacity-Z 82.0 _E lbs ANSI / AF&PA NDS Load Duration Factor CD = 1 6 ANSI / AF&PA NDS Table 2.3.2 End -Grain Nail Factor Cts -0 67"' ANSI / AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ce9 87.9. Ib ANSI / AF&PA NDS Table 10.3.1 Top Plate to Studs & Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd X192 Ib 88 Ib cap 3 ? 'E per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131",x 3.0" Nails Allowable Lateral Capacity of Nails Z' = Z CD = 82 . Ib x 1.6._ '` = 13:1 Ib 9/19/13 I WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 24 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection Connector. Simpson Strong=Tie H1,0A . Fastener: (9) `0 148" x,11/21' nails in truss and (9) 0.1'48'.'k1- 1/2"` nails m, plate Allowable Load = 285" 'Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 144 ,plf 24 %in. 16,.rin. i u 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 25 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sliding Connections (cont'd) Design 2nd Story to 1 st Story Connection,' Assume Typical Connection made with 0.131" x 3" toenails Specific Gravity of Member G Thickness of Member is = 1`.50 in. Nominal Lateral Capacity of Nails in Single Shear Z = 82 ;lb Load Duration Factor ...... ......... . CD = 1..6 Toe -Nail Factor Ctn = 0.83 Allowable Lateral Capacity of Nails in Single Shear Z'=ZCDCtn= 109 Ib 2nd Story to 1 st Story Connection - line -1 & line -2 9/19/13 ANSI / AF&PA NDS Table 11 N ANSI / AF&PA NDS Table 2.3.2 ANSI / AF&PA NDS 11.5.4 ANSI / AF&PA NDS Table 10.3.1 v = Vfloor1 - =468. plf Ref. Sheet 14,& 15: Connection:0_,13:1"'�k 3"=to'enails � @ 2e " D.C. 2nd Story to 1 st Story Connection - line_A & line_B v = Vfloor1 = 169 plf Ref. Sheet 14 & 1,5111,11, Connection:0.131" x.3" toenails:', @ > 65 0. C. I WARNING: IT IS A VIOLATION OF THE NY EDUCATION. LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 25A OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sliding Connections (cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131" x 3" toenails. Specific Gravity of Member G = 0.42. Thickness of Member is _ 1.50 in. Nominal Lateral Capacity of Nails in Single Shear ................................... Z = 82 Ib Load Duration Factor CD = 1.6. Toe -Nail Factor Ct„ = 0.83 , Allowable Lateral Capacity of Nails in Single Shear Z'=ZCDCtr,= 109Ib 1 st Story to Sill Plate Connection - line -1 & line -2 9/19/13 ANSI / AF&PA NDS Table 11 N ANSI / AF&PA NDS Table 2.3.2 ANSI / AF&PA NDS 11.5.4 ANSI / AF&PA NDS Table 10.3.1 v = Vfloor2 705 jpIf Ref. Sheet Connection: 0.131" x3" toenails. @ v1 " O.C. 1 st Story to Sill Plate Connection - line_A & line_B v = Vfloor2 .269 plf Ref. Sheet 14,& 15 Connection: '0.1.31"" iT toenails @ 4 " O.C. g ..r....„ Load too hi h for wail Line Land wall Line 2. Use alternate connection on sheet 26. WARNING: IT 15 A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 Sliding Connections Cont'd 9/19/13 SHEET NO. 26 CALCULATED BY DJS CHECKED BY OF 44 DATE 9/16/2013 DATE Design Alternate 2nd Story to 1 st Story Connection 2nd Story to 1 st Story Connection - line_1 & line_2 v = Vfloorl 468 plf Connector: Simpson Strong. -Tie LTP4 Fastener: (12)"0:131in.x 1�"1/2in nails Allowable Load = 575"Ib Req'd Sliding Req'd Load Spacing 468 Of __..14 .. ,; in. .... 2nd Story to 1st Story Connection - line_A & line B v Vfloor1 169 plf Connector. Simpson Strong -Tie LTP4: Fastener: "(12) 0.131 in.x 1 1/2iwnails . Allowable Load = 575:1Ib Req'd Sliding Req'd Load Spacing 169 `' plf 40 , in. Design Alternate 1 st Story to Sill Plate Connection - 1 st Story to Sill Plate Connection - line_1 & line 2 v = Vfloor2 705. plf Connector: Simpson Strong -Tie LTP4 Fastener: ; (12)=0A 31 in x 1. Min nail's Allowable Load = 575,' 'Ib Req'd Sliding Req'd Load Spacing 705.:. plf 9 in. .._ 1 st Story to Sill Plate Connection - line A & line_B v — Vfloor2 269 t plf Connector ;Simpson Strong -Tie LTP4 Fastener: (12) 0 131in x 1 1/21n nails Allowable Load = '575' Ib Req'd Sliding Req'd Load Spacing 269 ; plf 26, .' in. x 9/ WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 27 OF CALCULATED BY DJS DATE CHECKED BY DATE 44 9/16/2013 ...._.. ... Anchor Bolt Spacing' OK Slidina Connections (cont'd Sill Plate to Foundation Connection - line_1 Connection: 1/2` dia. Anchor Bolts @ 16 " o. c. Design Sill Plate to Foundation Connection Assume 1/2 " dia. Anchor Bolts. Anchor Bolts shall be provided within 12' of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G Thickness of Sill Plate is = 1.5.0` ' in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z11 _ •680 Ib Load Duration Factor ANSI /AF&PA NDS Table 2.3.2 CD 1;.6 nor-wable Lateral Capacity for Bolt in Single Shear Parallel to the Grain 0 � � � ANSI / AF&PA NDS Table 10.3.1 Z' = Z11 CD = ,1088 Ib i� i Vfloor2 705 - plf Ref. Sheet 14 &. {,L3_..: _ _ Load at anchor bolt = Vfloor2 x Anchor Bolt Spacing Load at anchor bolt - 7051 plf X 16 0. C. _ 940 db 08i 6 2 S CSI = Load at anchor bolt / Z' CSI = 940" Ib / 1088 'lb = m 0.86 Check Compression Perpendicular to the Grain 1/8in thick min:' washer required Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated sh_earwall if applicable. Uniform Uplift Load = Max of 94 : Of See page 4 and 0 plf See page 18A Uniform Uplift Load = 94 TM plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 94 , 1plf X 16 " 0. C. Concentrated Uplift Load = , 125 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI / AF&PA NDS Table 4B Try 2" square washer w/ 1/2 Anchor Bolt (Assume 1/16" oversized hole) Area of Washer Awasher = 2 2 -((Tr / 4) (0.5 + 1/16)A 2) = 3..3/4.1 int Allowable Compression Load Perpendicular to the Grain PSL = Fel Awasher 565 psi X 3 751 in 2 = 2120, '' Ib CSI Uplift => CSI = Load at anchor bolt / Pcperp = : 125 Ib / 2120 -i Ib = 0.06, Total CSI = CSI shear + CSI uplift = 00 I+0:06 .,= 0.92` ; OK I 9/ WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 27A OF CALCULATED BY DJS DATE CHECKED BY DATE 44 9/16/2013 Anchor Bolt;Spacing OK Slidina Connections (cont'd Sill Plate to Foundation Connection - line_2 Connection: 1,/2 dia. Anchor Bolts @ . 16' "' D.C. Design Sill Plate to Foundation Connection Assume 1/2 °" dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = °0.55 Thickness of Sill Plate is = 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z11= 680 'lb Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 CD = T& All-wable Lateral Capacity for Bolt in Single Shear Parallel to the Grain d ANSI / AF&PA NDS Table 10.3.1 Z' = Z11 CD = 1088 11b " 1LLi a`Vt ' Vfloor2 705 " plf Ref. Sheet 14 &1 5 ,u _ _. _ .. r Load at anchor bolt Vfloor2 x Anchor Bolt Spacing Load at anchor bolt 705 E plf x 16 1" D.C. = 940 'Ib - CSI = Load at anchor bolt 1 Z' CSI = 940 ' Ib / 1088 Ib = _ 0.86 Check Compression Perpendicular to the Grain :1/8h'thick.min washer required Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. .... ......... ... .... ... .: . Uniform Uplift Load =Max of 94 plf Seepage 4 and 0 plf See page 18A Uniform Uplift Load = 94 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load - 94 Of x 16 O.C. Concentrated Uplift Load = 1',25 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 , psi ANSI / AF&PA NDS Table 4B Try.`2 square washer w/ `1 /2 Anchor Bolt (Assume 1/16" oversized hole) Area of Washer Awasher = 2 2 -((rr / 4) (0.5 + 1/16)-12) = 3 314 �z in 2 Allowable Compression Load Perpendicular to the Grain Pel. = Fel, Awasher = 565 psi x '..'3.751.in = 2120 Ib CSI Uplift => CSI =Load at anchor bolt / P�PerP = 125 Ib / 2120 Ib = 0.06 Total CSI =CSI shear +CSI uplift = 0.-86 + 0.06 .0.92 OK WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31.631 SHEET NO. _ CALCULATED BY CHECKED BY DATE 27B OF 44 DJS DATE 9/16/2013 Anchor BaltSpacmg OK Sliding Connections (cont'd)- Sill Plate to Foundation Connection - line_A Connection: 1/2 -. dia. Anchor Bolts @ 9,*Q0 " o. c. Design Sill Plate to Foundation Connection Assume 1/2 '' dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate GN,;0 55,".,; Thickness of Sill Plate is "; in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z„ h 680 F lb Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 CD 1 6 AlInUvable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 10.3.1 Z' = Z„ CD 108$ Ib Ref. Sheet x Anchor Bolt Spacing x 30 "o.c. 672 rlb. '19/13 4 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 27C CALCULATED BY DJS CHECKED BY Slidina Connections (cont'd OF 44 DATE 9/16/2013 DATE ... ... .......... .... Anchor BoltSpacing OK Sill Plate to Foundation Connection - line_B Connection: 1/2 "' dia. Anchor Bolts @ `30 = " o.c. Design Sill Plate to Foundation Connection Assume 1%2 dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4" from the ends. Minimum 2 bolts per sill section. /19/13 Specific Gravity of Sill Plate Thickness of Sill Plate G = 0:55 is = ; -1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 11 E Z11 = 680 Ib Load Duration Factor ANSI / AF&PA NDS Table 2.3.2 CD 1.6 cable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI / AF&PA NDS Table 10.3.1 Z' = Z11 CD 1088 Ilb Vfloor2 = 269 'f plf Load at anchor bolt Vfloor2 Load at anchor bolt = 269 plf CSI = Load at anchor bolt / Z' CSI = 672 1db / 1088 Ib Ref. Sheet 14^& 15 x Anchor Bolt Spacing x 30 o. c. 672 'Ib :0.62m.. Check Compression Perpendicular to the Grain 1/81n thick min: washer required Uniform Uplift Load = Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load =Max of 94 plf See page 4 and 278 plf See page 18A Uniform Uplift Load = 278 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load 278 i plf x 30 O.C. Concentrated Uplift Load = 694 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI / AF&PA NDS Table 4B Try 2 " square washer w/ 1/2 -" Anchor Bolt (Assume 1/16" oversized hole) Area of Washer Awasher = 2 2 -((Tr / 4) (0.5 + 1/16)A2) = 33/4,: inz Allowable Compression Load Perpendicular to the Grain PG- = Fc -L Awasher = 565 + psi x 3 751 in? = 2120'Ib CSI Uplift => CSI = Load at anchor bolt / Pcpem = 694 Ib / ' 2120 ' Ib = 0.33 Total CSI = CSI shear + CSI uplift = 0.62 + 0:33 '= 0.95= OK M WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -3.1631 SHEET NO. 28 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 120 mph 9/19/13 Suction Pressure from Wind - ASCE 7 Figure 6-3, Use 10psf minimum Wind Importance Factor 9 00 Wind Exposure = C .........:.. Wind Exposure Adjustment Factor = 14 Adjusted Interior Suction Pressure = 36.3 psf Adjusted Perimeter Suction Pressure = 42.4 ; psf Adjusted Overhang Suction Pressure = 61.5 psf Adjusted Overhang Suction Pressure = 61.5 .`. psf Perimeter Edge Zone Width Minimum Building Dimension 261,ft. Z = 10% Minimum Building Dimension = 2.6• ft. But not less than 3 ft. C&C Pressures Zone 1 Zone 2 Zone 2 OH Zone 3 OH Roof Framing Spacingin. o. c. C&C Pressures Interior Zone Zone 1 = 25`•9'` psf Perimeter Edge Zone Zone 2 = 30:3 , psf Overhang Zone Zone 2 OH 43`_9 psf Overhang Zone Zone 3 OH = 43.9 psf Wind Importance Factor 9 00 Wind Exposure = C .........:.. Wind Exposure Adjustment Factor = 14 Adjusted Interior Suction Pressure = 36.3 psf Adjusted Perimeter Suction Pressure = 42.4 ; psf Adjusted Overhang Suction Pressure = 61.5 psf Adjusted Overhang Suction Pressure = 61.5 .`. psf Perimeter Edge Zone Width Minimum Building Dimension 261,ft. Z = 10% Minimum Building Dimension = 2.6• ft. But not less than 3 ft. C&C Pressures Zone 1 Zone 2 Zone 2 OH Zone 3 OH Roof Framing Spacingin. o. c. Roof Framing Unit Suction Load from Wind Spacing in ........__.................._... ft. D.C. Interior Zone = 36 . psf x ;� 1.33 ft. = 48-; plf Perimeter Edge Zone =' 42 ;psf x ' 1:33 °_`ft. _ 57plf Overhang Zone = 61 ;psf x 1..33. ;ft. = 82; plf L, WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 29 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16' OSB (Unblocked) Fastening 0 131"x2 5" nails at 6 " D.C. panel edge fastening and 12 D.C. field fasteni Specific Gravity of Roof Framing Diameter of Nails Length of Nails Thickness of Sheathing Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C Load Duration Factor ANSI / AF&PA NDS 2.3.2 Allowable Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C Length of Nail Penetration Withdrawal Capacity per Nail Required Suction Load Capacity G D = 0 131 ' in. L = 2.5b::: in. t = 0":'43:8 `in. Wlb in. CD W'=WCD= 34 lb in-. LP=L - t= 2.063in. W' LP ._..................._... _... Interior Zone = 4&,-"' Of Ref. Sheet Perimeter Edge Zone 57 . plf Ref. Sheet Overhang Zone = 82 plf Ref. Sheet Required Fastening Interior Zone = 12 D.C. Perimeter Edge Zone = 6 o.c. . Overhang Zone = 6 0. C. 9/19/13 a WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 30 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G Roof Sheathing: 7/16""OSB (Unblocked)` Fastening 0 131"x2 5" nails at 6;" o.c. panel edge nailing and 12" o.c. field nailing Tabulated Value 211.6 plf vs = 1.4,' V' (Tab. Value) See Supplement Table 2C Footnote 1 = 296.2 plf > 231 plf OK 9/19/13 A WARNING: IT A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE s DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31,631 SHEET NO. 31 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sheathina Connections (cont'd 9/19/13 f WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 32 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE I Sheathing Connections Perimeter Edge Zone Width Wall Sheathing ire l s3"' f5 x t Design Wall Sheathing Connection to Resist Suction Loads1 w 3 Sec Gust Wind Speed = 120 > mph Suction Pressure from Wind- ASCE 7 Figure 6-3 9/19/13 C&C Pressures Interior Zone (Zone 4) _ '28.1 °. psf Edge Zone (Zone 5) = 34:7` psf Wind Importance Factor . 1 00. Wind Exposure = C' Wind Exposure Adjustment Factor = 1 4 Adjusted Interior Suction Pressure = 39.3 psf Adjusted Perimeter Suction Pressure = 48.6 psf Perimeter Edge Zone Width a WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 33 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Sheathinq Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing 7/;16" OSB Fastening 0:131"x2.5" nails at 6 " D.C. panel edge nailing and 12'." o.c. field nailing Specific Gravity of Wall Framing G ................................:.. Diameter of Nails D = 0:13 - in. Length of Nails L = ,2:50 in. Thickness of Sheathing t = 0.4381." in. Nominal Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W Ib / in. Load Duration Factor ANSI / AF&PA NDS 2.3.2 CD = 1;6 Allowable Nail Withdrawal Design Value ANSI / AF&PA NDS Table 11.2C W ' = W CD = 34- Ib / in. Length of Nail Penetration Lp = L.- t = .2.063 in. Withdrawal Capacity per Nail W ' LP = 69 °:`. Ib Required Suction Load Capacity Interior Zone = 52 plf Perimeter Edge Zone 66 plf Required Fastening k Interior Zone = 12... o.c. Perimeter Edge Zone 6 " O.C. 9/19/13 t WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 34 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required a- d R k7 m 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE i DIRECTION OF A LICENSED PROFESS IONALENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET No. 35' OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Overhang Connection Outlooker to Endwall Roof Pitch Roof Span = 1;3 -ft, Roof Overhang Length = .,1 ft. ti...... 3 Sec Gust Wind Speed = 12d mph Adjusted Ri Adjusted Ri Connector: Allowable L Connectors Per Outlooker Req'd Zone 2 OH = per outrigger Connectors Per Outlooker Req'd Zone 3 OH = per outrigger WARNING: ITIS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 36 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections - Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number ..HM585812 Flip Connection "5" 546 "87"', Use 1 =1/4" x 12" x 20ga steel strap w/(7) 0 131x2 5 ` nailsneach end & (2} 0 131 "x3.0! Lateral Value 0.131"x3.0" toe -nailed = 82 x 1.15 Cd x.83 Ctn x'2 nails = 156 lbs Kneewall Connection "9" 894 / 573 / X464 / Use. H8 & (21°0.131-"x3.0 riails.toedx - 9/1.9/13 A WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON; UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 37 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required � 1A' 1 $1, , F f r 7 f q 9/19/13 L WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 38 OF 44, CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design SummaryUj Location Force Connection Fasteners Required Reference Simpson Strong -Tie MTS18 (6) 0.148inx1.5in nails in truss Truss to Stud 244 plf and (6) 0.148inx1.5in nails in Sheet 5 @ 32 in o.c. wall stud 9/19/13 Note: 8d nails = 0.131 "x 2.5", 10d nails = 0.148" x 3" & 16d nails = 0.131 "x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed., Staples - and Toe -Nails may not be used in Seismic Zones worse than C. a N O v m c - c 0 V .Q WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THISITEM IN ANY WAY. J, JOB PRE -31631 SHEET NO. 38A CALCULATED BY DJS CHECKED BY OF 44 DATE 9/16/2013 DATE Design Summary Note: 8d nails= 0.131"x 2.5", 10d nails= 0.148"x 3".& 16d nails= 0.131" x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. 088- 9/19/13 iittrA, q Location Connection Wall Force . Spacing Reference 7/16" OSB/PLY overlap line—A 244 plf 6 in o:c. 2 rows of 0.131 "x2.5" Nails 2nd Story Wall line_B 244 plf 6 In O.C. Stud to 2nd Story Floor Band 6 Connection 7/16" OSB/PLY overlap line_? 384 plf 5 In o.C. 2 rows of 0.131"x2.5" Nails line -2 384 plf 5 In O.C. N 7/16" OSB/PLY overlap line_A 169 plf 6 In D.C. C 2 rows of 0.131"x2.5" Nails ` v 2nd Story Floor line_B 169 plf 6 In o. C. � Band to 1st Story 6 = Ceiling Band o Connection 7/16" OSB/PLY overlap line -1 384 plf 5 In o.c. U 2 rows of 0.131"x2.5" Nails p, line -2 384 plf 5 in O.C. 7/16" OSB/PLY overlap line_A 169 plf 6 in o.C. 2 rows of 0.131"x2.5" Nails 1st Story Ceiling line_B 169 plf 6 In o.C. Band to 1st StoryLU 6 Wall Stud Connection 7/16" OSB/PLY overlap line_? 384 plf 5 in o.C. 2 rows of 0.131"x2.5" Nails line -2 384 plf, 5 In o. C. 61 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 38B OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary Note: 8d nails= 0.131"x 2.5", 10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25 unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. 9/19/13 Location Connection Wall Force Spacing Reference 7/16" OSB/PLY overlap floor line—A 509 plf 4 in o.c. rim joist 6" 1st Story Wall line_B 449 plf 5 in o.c. Stud to Floor 0.131 in x 2-1/2in nails 6A N Band Connection line 0 plf 3 in o.c. = Use 2 rows of fasteners along —1 — bottom edge of panel line -2 0 plf 3 in o.c. C C O ` V 7/16" OSB/PLY overlap sill line—A 509 plf 2 in ox. .Q plate 1.5" line_B 449 plf 2 In ox. Floor Band to Sill 0.131 in x 2-1/2in nails Sheet 7 Plate Connection line 0 plf 2 in o.c. Use 1 row of fasteners along -1 bottom edge of panel line -2 0 plf 2 in o.c. Note: 8d nails= 0.131"x 2.5", 10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25 unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -3163.1 SHEET NO. 38C OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Desian Summary Note: 8d nails= 0.131"x 2.5; 10d nails = 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 385 plf Simpson Strong -Tie LSTA12 (10) 0.148"x2.5' nails Sheet 11 Stud Connection (5 each end of strap) @16 ino.c. lip k ui 9/19/13 m ca 0. N C O V d C C O a Note: 8d nails= 0.131"x 2.5; 10d nails = 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. . WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 38D OF CALCULATED BY DJS DATE CHECKED BY DATE Design Summary 44 9/16/2013 An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 328If p Simpson Strong -Tie LSTA12 (10) 0.148inx2.5in nails 11A Story Floor Band Connection (5 each end of strap) 16 in o.c. N 2nd Story Floor Band to 1st Simpson Strong -Tie LSTA15 (12) nnails _ Story Ceiling Band Connection 657 plf a0.endos (6 each ch endd of f strap) 11A (One Side Only) 16 in o.c. L O 0 1st Story Ceiling Band to 1st 328 If p Simpson Strong -Tie LSTA12 (10) 0.148inx2.5in nails 11B Story Wall Stud Connection (5 each end of strap) � 16 in o.c. O U yj c° r. <._ F kA . 9/19/13 1st Story Wall Stud to Floor 328If p Simpson Strong -Tie LSTA12 (10) 0.148"x2.5" nails 11B Girder Connection (5 each end of strap) @16 in o.c. Floor Girder to Foundation 271P If Fasten on-site for listed 11B Connection load An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. 0 5 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 39 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary (con'd) Note: 8d nails= 0.131"x 2.5'; 10d nails= 0.148"x 3" & 16d nails 0.131 "x 3.25" unless otherwise noted = An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Location .Force Exterior Panel Interior Panel Reference 2nd Story Wall - line_1 7/16" OSB w/ 0.131"x2.5" nails 306 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall - line -2 7/16" OSB w/ 0.131 "x2.5" nails 306 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall - line—A 7/16" OSB w/ 0.131"x2.5" nails 101 plf @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall - line -137/16" OSB w/ 0.131"x2.5" nails 114 plf @ 6" o.c. panel edge & 12" Sheet 18 >, Perforated o.c. field nailing (exterior) .Q E N Q ca1st Story Wall - line 1 7/16" OSB w/ 0.131"x2.5" nails 619 plf @ 3" o.c. panel edge & 12" 18A d Segmented o.c. field nailing (exterior) L fn 7/16" OSB w/ 0.131 "x2.5" nails 1st Story Wall - line -2 676 plf @ 2" o.c. panel edge & 12" o.c. 18A field nailing (exterior) - dbl studs Segmented @ shtg seams 1st Story Wall -line A 7/16" OSB w/ 0.131"x2.5" nails A, 300 — 300 plf @ 3" o.c. panel edge & 12" Perforated 1st Story Wall - line_B o.c. field nailing (exterior) 7/16" OSB w/ 0.131 "x2.5" nails 278 plf @ 4" o.c. panel edge & 12" o.c. field nailing Perforated (exterior) - 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 40 OF 44 CALCULATED BY DJS DATE CHECKED BY DATE Design Summary (con'd) Note: Corner Studs & Built up Column Studs to be fastened together w/ 2 rows staggered of 0.131"x3" Nails at 7 in D.C. 9/16/2013 Note: 8d nails= 0.131"x 2.5",10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module - line_1 (2) Simpson Strong -Tie CS16 2297 Ib (22) 10d nails ea strap Sheet 21 straps 2nd Story Module to 1st Story Module - line -2 (2) Simpson Strong -Tie CS16 2297 Ib (22) 10d nails ea strap Sheet 21 straps ..;; r.f+r ;tLLdry 2nd Story Module to 1st Story line line A Dead Load of Structure is AN r# OK Sufficient to Resist f ' Overturning Load i 1 I � 2nd Story Module to 1st Story Module - line_B Dead Load of Structure is 0 0 lax2a O OK Sufficient to Resist S Overturning Load O U 9/19/13 1st Story Module to = .i Foundation - line -1 Simpson Strong -Tie 1/2 in min concrete cover and 4948 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A from corner O ° O Module to 1st Story. Foundation - line -2 Simpson Strong -Tie 1/2 in min concrete cover and 5308 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A from corner 1st Story Module to Foundation - line A Simpson Strong -Tie 1/2 in min concrete cover and 2270 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A from corner 1st Story Module to Foundation - line_B Simpson Strong -Tie 1/2 in min concrete cover and 1796 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A from corner Note: 8d nails= 0.131"x 2.5",10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. R WARNING: ITIS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 41 ' OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY 0.131" x 3" toenails. DATE Roof to Wall Plate Connection 192:Ib Design Summary (con'dl An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. All fasteners into sill Plate must be corrosion resistant. Note: 8d nails= 0.131"x 2.5'; 10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted Location Force Connection Fasteners Required Reference 0.131" x 3" toenails. Roof to Wall Plate Connection 192:Ib 2 23 0.131" x 3.0" Nails in End - Top Plate to Studs &Bottom 1.92 Ib Grain. NA 23A Plate to Studs 3 per stud 0.131" x 3.0" Nails Bottom Plate to Floor 144 plf NA 23A 10 in o.c. O �. v ,�f - :.. O 08,92- i E 9/19/13 N 0.131" x 3" toenails. 2nd Story to 1st Story 468 plf @ 2 in OC NA 25 Connection - line 1& line—2 0.131" x 3" toenails. 2nd Story to 1st Story 169 plf @ 6 in OC N/A 25 Connection - line—A & line—13 Simpson Strong -Tie LTP4 1st Story to Sill Plate 705 pif @ 9 in OC (12) 0.131 in x 1 1/21n nails 26 Connection - line—1 & line—2 0.131" x 3" toenails. 1st Story to Sill Plate 269 plf @4 in OC N/A 25A Connection - line—A & line—B Note: 8d nails= 0.131"x 2.5'; 10d nails= 0.148"x 3" & 16d nails= 0.131"x 3.25" unless otherwise noted 4 WARNING: IT ISA VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 42 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary (con'd)IM Location Force Connection Fasteners Required Reference gid) 9/19/13 c 0 v d c c N 2nd Floor Endwall Mateline - 0 Top Plate to Top Plate / -Rim 3005 Ib 2 Simpson LSTA30 Straps (22) 0.148in x 2.5in nails each U Ceiling to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline - S (22) 0.148in x 2.5in nails each Floor Rim to Floor Rim across 3005 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline - Top Plate to Top Plate / 4867 Ib 3 Simpson LSTA30 Straps (22) 0.148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 1st Floor Endwall Mateline - (22) 0.148in x 2.5in nails each Floor Rim to Floor Rim across 4867 Ib 3 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails = 0.131 " x 2.5'; 10d nails = 0.148" x 3" & 16d nails = 0.131 "x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. N 2nd Floor Endwall Mateline - Top Plate to Top Plate / -Rim 3005 Ib 2 Simpson LSTA30 Straps (22) 0.148in x 2.5in nails each NA Ceiling to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline - (22) 0.148in x 2.5in nails each Floor Rim to Floor Rim across 3005 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline - Top Plate to Top Plate / 4867 Ib 3 Simpson LSTA30 Straps (22) 0.148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 1st Floor Endwall Mateline - (22) 0.148in x 2.5in nails each Floor Rim to Floor Rim across 4867 Ib 3 Simpson LSTA30 Straps strap NA Mateline y WARNING: ITIS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 43 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY 'DATE Design Summary (con'd) 8d nails = 0.131"x 2.5 10d nails = 0.148"x 3" & 16d nails = 0.131"x 3.25".unless otherwise noted An' equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Sheathing Connection Reference MAIN ROOF: 231 plf 0.131"x2.5" nails at 6" o.c. panel edge nailing and 12" o.c. field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 OVERHANGS: Shear = :C 6 in o.c. edge & field 0.131"x2.5" nails at Wall Sheathing 65 plf t 7/16" OSB 6" o.c. panel edge nailing and Sheet 33 W Non Shear Wall Suction 12" o.c. field -nailing 237 plf 0.148"x3" nails at 6" o.c. panel Floor Sheathing 5/8in OSB (Unblocked) edge.fastening and 12" o.c. Sheet 31 Shear field fastening Location Connection Reference N ' c ' 1 1/4" x 12" x 20 ga steel strap w/(7) 0.131x2.5" nails each end & Ridge Connection 6" (2) 0.131 "x3.0" nails toed Sheet 36 v �lL!. ." V "5" 1/4'!-X1„2" x� � "steel strap w/(7) 0.131x2.5" nails each end & N Flip Connection f4 (2 0.131 "x3.0" nails toed Sheet 36 . wi�0 00 qg$3 �$ to §9„ Kneewall Connection 9'' , .(2) 0.131 "x3.0" nails toed Sheet 36 a q- r Location Force Connection Fasteners Required Reference Sill Plate tFoundation 705 plf sliding 2" square washer w/ 1/2" Anchor Bolt (Assume 1/16" oversized hole) @ 16 in OC 27 U) Connection - line_1 and V C 94 plf uplift 1/8in thick min. washer required v d 705 plf sliding 2" square washer w/ 1/2" Anchor 16 in OC C. Sill Plate to Foundation@ and Bolt (Assume 1/16" oversized hole) 27A C Connection - line -2 C 94 plf uplift 1/8in thick min. washer required U C 269 plf sliding 2" square washer w/ 1/2" Anchor @ 30 in OC Sill Plate to Foundation Bolt (Assume 1/16" oversized hole) 276 Connection - line_A and 300 plf uplift 1/8in thick min. washer required C 269 plf sliding 2" square washer w/ 1/2" Anchor @ 30 in OC LL. Sill Plate to Foundation and Bolt (Assume 1/16" oversized hole) 27C Connection - line -13 278 plf uplift 1/8in thick min. washer required 8d nails = 0.131"x 2.5 10d nails = 0.148"x 3" & 16d nails = 0.131"x 3.25".unless otherwise noted An' equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -3163.1 SHEET NO. 44 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary (con'd) Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate - No Splices 6010 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate - With Stagger.2 rows of @ 10 in oCS Splices & 0.131" x 3.0" Nails 1845 Ib Sheet 19 Sidewalls Location ' .. Force Connection Fasteners Required Reference 0) 0.131 "x3" Nails w/ 1.5" C Outlooker to Endwall 115 pif Sheet 19 Endwalls pen Sheet 35 v Within 3.00 ft of Corner 3 per outrigger d c' 1 st Floor 0.131 "x3" Nails w/ 1.5" Stagger 2 rows of p Outlooker to Endwall 115 pif @ g in OC pen. `0.131" x 3.0" Nails Sheet 35 Not 3.00 ft of Corner 4526 IbSheet 3 per outrigger 19 c Sidewalls Double 2x10 Perimeter Rail - Stagger -2 rows of $ In oC @ M With Splices & 0.131" x 3.0" Nails t L Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate - No Splices 6010 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate - With Stagger.2 rows of @ 10 in oCS Splices & 0.131" x 3.0" Nails 1845 Ib Sheet 19 Sidewalls Minimum Lumber Grade and Species is Minimum Splice Length is 6 ft SPF #3 Unless Noted 11- ' ` 9/19/13 8d nails = 0.139"x 2.5", 10d nails = 0.148"x 3" & 16d nails = 0.939"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples -and Toe -Nails may not be used in Seismic Zones worse than C. 1 st Floor Double 2x6 Top Plate - No Splices N 'a 12167 Ib Sheet 19 Endwalls Double 2x10 Perimeter Rail - ,0 No Splices U E 1 st Floor Double 2x6 Top Plate - With Stagger 2 rows of @ g in OC Splices & `0.131" x 3.0" Nails 4526 IbSheet 19 Q. Sidewalls Double 2x10 Perimeter Rail - Stagger -2 rows of $ In oC @ M With Splices & 0.131" x 3.0" Nails 6 Minimum Lumber Grade and Species is Minimum Splice Length is 6 ft SPF #3 Unless Noted 11- ' ` 9/19/13 8d nails = 0.139"x 2.5", 10d nails = 0.148"x 3" & 16d nails = 0.939"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples -and Toe -Nails may not be used in Seismic Zones worse than C. ItdVA �'fflp'd iaswie UATION.. WWI bewrkonzmia"""h • Wag to; Flo MINIT., Tenshin LGUS'W'S) tip-mmitaituns, 13 ha. LSTHUB; UO-THOSP14 :18M E�.- Mfal a, 1 STHDION: I" 241, 1 1, DT STD 4Oi!&Oalp- (44• ar Ovillont P� KOO 3140� ind-SIAD14ati13 r fit"thilied.'a've s*mturpE s Patfim(p, LSTHDO GJ14','gHD --OJ--W Acj ".i STIHOU shownlier F—IMIM:h, T�.'Nmtxm. S tt a t4 'S:ano dr i.. 1 Tmlk,3;4�d: Ink , J. is , '01 x 3MV ru in IrTAIL mails a to rjqjlt*e rpti k ia f STD 4Oi!&Oalp- (44• ar Ovillont P� KOO 3140� ind-SIAD14ati13 r fit"thilied.'a've s*mturpE s Patfim(p, LSTHDO GJ14','gHD --OJ--W Acj ".i STIHOU shownlier F—IMIM:h, T�.'Nmtxm. S tt a t4 'S:ano dr i.. 1 Tmlk,3;4�d: Ink , J. is , '01 x 3MV ru in A2 'Fay i3��s%nitti;t:aAtiil9s' End Vilall-ltttilaliatitar� strap may�� toll l? . do lt . Oh, 4fi. -iblUd er tFe",.sirs hP. lidg b bend straight tuk ts dm 4tz: _4 Rbbat, —Al ROM'. I. Aft.f Min Sfikk Lsd6i-lmteI16216n VII'Stev Ran, .. , Z, nails anther MIL, ,14 1l strap:; p Om 4ftn4 flom.the tbUm WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE` 9 DIRECTION OF,A LICENSED PROFESSIONAL ENG,I,NEER, TO ALTER THIS ITEM IN ANY WA Crap -s 5trat�s ale d�s�ti� t� tr��s�er.�ns'�t�.l�� �n vitd� ����':r of �upt?daioi�r._�f � �I�1l�H PS�°�G f�a573 ars rt6Tram��cn:�fs; n��Te�:�rd�_ • FR���12:gas�g�;�ira� �itl,ar�ait�na�;,pailern slesign�dir Jr�t, as°i�°i un.lt ��tnz �1l diheg �-�iap';�tts�a� Srtre �r,�dtE�t� .�r� �ar�a�=�" €E CI X11$1ErS.. F i� H?s i1ai i[YTsAc7]i 3S !sllt}�SCdrlizE a1 T'' 4ir�3l.sj' PILIf' i1s1tli:s;3 54� Qrillt. `t:aiEri"7�U`rft rsi31 5g1c}r{� + Mlrpmai'rE pp y y+ yy� qmy �fS �3..���ie.d �,i '3ax �:����grr nd.lef fjidP✓:Vri tti`k ���M.ul �rk tidtxr�iSbr.�ji Y�r�tli Ai n,3.ijAF�: ! j t�1L�E1�`H�..U��L�S$'M���zf8R�i331aeAt'� �r� aSdGi�a�i�"t:i',$�i3�Sw patt�xn Shat t d e two tta! 6 r spli[[trsg. Mloms Spki s Eas bn rna, o`6 — ;i?t�or et: impsa 15TI Gf1t stratss that u€i ble'ua r r art€ I st at c tilling .s ~tate nary S r mg lie. ?llf. � g di hragtn eecking ard4b00:4td epri'nrifri<`ono, i]QE See Ra3e [3 for Matte ReaIIte r� e �.Ch tt , h�fS I " olltt tg ^ be peahtern a6t €n taild ipns c i lumber srna(tert pan 3';° `, �1stin.ra'P meet nada raa �rerraertstart rainf tc hq t r t St" a,er ' i it i t 4aitlt: =: dX1', r� tf� ec tljl : ar th hale rel h i d 4om'mon Gilt �nermeri i a SaugeYat top" prate a' N� R at sill lu. fatEw. r« its f 9dsC t ,alka;; 6; rl based49.".mte;size'iOd qWi Wit Of �iS�.eCt�to6l ed IntatdaEianal P�sid�ni�al Cadw 20OLM06 R6�32:c-,1' • .(� �/1� �y-IIlaI a a+!{� i%P`t9i11Ch tiilEt 5 a'sia+ C3�%� nail_pa tern'td harp mita§miz Int mhEiQndl Buil Ing Orl9 - [7 C1° �iC6` 3C8" � tvcpd �pEt taxrg !!edit 5lG [Cava tieen dun er rtnkt :pra+�itl , .tmefnat,he spre i3e; i rR •; ��ta ara=2 :j 43 €or AGE Ret u, KO:Gham 's --t 'You Aid# tv vg"26; 4evoh scTw-,SOs- tigii.611STA, in tali l oll I q;2kcer Easpirtsfrap One-.Iffflie Unjy- t , PS"3jrap desipiloads am i ns tall e d. 606 P n, ZkAi arid pft 0161-j 1-0tahilaWknWarin the pail may,de, Al 4� 18 1'.Yl . t , PS"3jrap desipiloads am i ns tall e d. 606 P n, ZkAi arid pft 0161-j 1-0tahilaWknWarin the pail may,de, WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE REMO 7V r 10 d %o: Uf 46'dkp:3'm69. 17 lJOIg IL Jil Oil, l9d IT 1705 L3 F2' cs�6 250, 20 94 7V r 10 d %o: Uf 46'dkp:3'm69. 17 . 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Pid''1 for Gf•,is.<_i 10 -26 - OE -1 G 26 ALL FACTORY AND SITE FASTENING AND CONNECTIONS - SHALL BE IN ACCORDANCE WITH THESE PLANS. l' i N A- #L'sN 65. #. 3 �Z : .s Ia 2,, t 1 ::?„5-�, �' s.'ti::S .3�2G .. tC-Cc GG12i PREVIOUSLY APPROVED SYSTEMS DRAWINGS AND THE j I 49 t F NuFa'iC'' iz 2# 32 5 c- tK-2ss (. ; 8 �:Rr;f•< 'Nv SF# _S -3^'22 iI 13 2-005 J ATTACHED SUPPLEMENTAL INFORMATION (PAGES 3 AND 4 f.. -I, - TION 7 22 M t t 2`?.f"" � lllyl t I I-13-- S ' _'-23-2010.'., 4 OF 35). IF THERE IS A CONFLICT BETWEEN THESES i rr 'tri ��, - 115715-2C.10 >R t c r i I,.0 T; 1Se R LT I- 5 INFORMATION SOURCES; THE MOST STRINGENT r,i ,�r 24 .y T• F ? s REQUIREMENTS SHALL APPLY. -•-i-_ I 195 ) JS .j .._� 3f 3«: Nv .CLs HIP � ROi 4y FO 3 S 'dN, f rLs IRE RJ;7M • 3•. CLE t 4 f•, f T i -� s Gla 22 s - ' z � Jim � E # ! 5'^' ; EEC,, Ca r C or 2b 3 2Z"`v �-�Ut� rI�'� r.`?""`,.`' :S p:c,..3t. Y,.Li"`�a �I 1 DESIGN LQPDS MUNC.Y ,HOMES. INC, - PL:AiaT L.00R�;ATON1 5 - NOTES ' E `�; � N ��I ra 7c X291 1S ��+ � a> � 2 FQw � 2 ` K � T s _ .. r II 15 Z <.�, r r., E E x.15 t 1 ELECT fiER ra. 2a e 3 2_81 1 u FLOOR. 46 PBF LIVING- 3d PSF SLEEPPING. PLANT'NUIISER 1: SALES DIVISIG:dS I.. CI-z.h'ETE A}DI'__:5 tPs:PNS MM11X HE`+SAME yt'EG.F,. _ ?: # S7WIP5' 4O SF' }.567' PA.- ?f TE 442 MUNCY HdFtE'S" OR REVL7-ED peon PRRArcaEr.T FrIx4_ ,� _ cr 4 t `a=t I '-22-'. '_G-rS-i t ;riM _, 2 F•=M v j R,2 ZI j -• :. • „r . t. s - . 1- 755 _ - 4 - MCKTEZTU. iX STYLD 5WLL FS EP, .- W. _L) FROM: ' _ DECKS AND: 6RLLdNIES -5J , $r Mi . Y. R . ,• P r EAT < _ Cyt c �^-g ' r n _r.., . -c n 5^.21 4-172008 : jj t` P t �' 5U ER_C2 BJCLGlEIRa, TM€CE, Cr.Ft;12NSS+U_TH. OUT r4GDS�CATiON .: COYi rC'J i'= t Et..t 1, $ : f A _ 22 Sl - 2-0 2. 1 rc_. .•n<..�_ . IR. Z !e .� P.�..:... �11�.. ; ..�: a. z.,4.�. e - r 1. PREMTER BUIL.,-125 OR: DELETI0t: IN RUT APMIEZ ! _. j7 _ . HEAT . G ,� f.-, �'r.:. f +� T. :-x ..c c-• f �+ �(�'p� ([� �[✓t J t ... _ _ , ..,... ,.. .. r. -. , '.. ,... �.. r, _ € ����.-.I F'�-..'1- : Gf-G} t ._ 2G"� �.L� �� u_u; _RO _ C:r»._ R-�,,..t:F < . P'. I f: 'LL+ Urtill, L � ATTICS WITHOUT STORAGE: 1G F15F PLENs NUMBER2• z BATH. TGnET RIC 5m- WER Rdln twwcUts SFiaL_ Er - _ , :^ a c w i-18 9n G -S -G_2 I .'['1 T c �_ y - ,. .Ce'RIVm EP:GAi` 7{T fi3•. MSRIiMUM Fi'XTURE CLiRRr`t<ItLS, F.g= T t _AT `or 2k_. `;� x ---s X55 TT_C5: W-THOUT STORAGE ARE THOSE 156.. PA ROUTE.,4_. � o - - a WHERE THE MAX. CLEAR HEIGHT BETWEEN MUNCY. PA: 17?S 4i.[+T t�'VEN2 � CMFLiE(Y"KITH, LEC' 3' � G -9x Jam ? Su,� �R _ Fw FIRE R I. XIST AND RRFTER I5 LE55: THPN 42. :EE ShR Ra.. ' --• -� � 5a €i -a ` _.- .. - ..... M€tiIMUM P.GOM. CIMS.. A?ERS..LIGiY. V•31' P,'O EG2E5 �'G-_ 3 Ft ts`;: -24i I 7 -3t 3.82 7" 2 ,? a i rt°w : L:L -:.€. 2 S'i.G.t. '- 2., INCHES: OR WHERE THEA RRE NOT" 2 OR rLPNT .NLN?BE°'3t a:.#{A83 AK E,SFgCES.Si� L BE MmM,MD, I ITTi 2n. i C MORE ADJACENT TRUSSES WITH T.HE 5AME . _1587 PR: ROUTE 442 ITc u �AYGL" s -CLL Ee rERYVED: F - 5wT ec:, 5. z 'T > F a v- 1E6 CONFIGURATION ORPAB E. OF UBJCY. P lgNIN,JM L HT FYJL VEJT : Y n CC t�LerU WIT c r . [ -S3 fI ,5-2 � A; ?756 t1IFlIi'iLJft RC7M DEMO, ,22EH5. LIFT. VENT Fi�td EG'r.E`55. i S I s....�c,T $ .. CONTAINING A .RECTANGLE 42 INCHES: t#IGH FOR R-21TF•F3 E G =s. SrsALL,c 'COr¢ �G WTTR j. ; FLECT p #` ,_c m-'_-2-mo. - T ^:. �_ ,n ,f BY 2 FEET WIDE OR GREATER. MODULES T BE .M:tNUFPCTUPED' BY +. _`LO5ET5 ,SA';".cs ANY 512E: Ate' P fiCE7J Pa FLRE �. _ E T � i _n, c. p 3 1 t a Y.. -0 5 I � 2 81 (^--_- -ws • M'NC7:. t6ES, ZINC. MINI. JM•.P(MM dFMS, PIREA5 YGli-1i VENT AND EGRESS j . -j a#:: Er.ECT ri ?'',_.:T f 3-2>`5a .I`3-..S-Gi v ..83; s. ' .0 L #'ilji C 14i c-• _ _rz ' .a _._ _ .. ..._...._ r,C?' FcAB.TF BLE. SPACES: `-_HALL- aE CeMW ZO WE"K ' --. � ra i r ...> '.O :� nleW RTTICS. WITH. LIMITED STORAGE. 13 P„F v. r r' S ECT .6 t nT ra= 2r 22 e _ _ 2 xf:MOH >P4D cz c #wE. G.ROUP., DET€�CHED ONE 6= t'WO t QIILY DWELLINGS #:lD5E.T5. Ck- STC,2,R„ E AREAS 5IZED AS I4e TRtZ 1 - y . _ _ .. 1 % Y� fiTTIC W Tt: LIMITED STORAGE AND. _ SPACE. SF Fit. C_O T WNH HASITAELE c - � _ac rr, r JN !O^c. TOWNHOUSES c e # . Qr r 3- 2 iG .5 tG.0 i Px Nero SYS M i f:�..: f� j>�. F OVSTRUGTEE) WITH. TRUSSES, THIS LIVE RFUU REI €ENTS,. Sr - SHY on _ _ " . _ ,.�• ^; - r ^ ,CONSTRUCT 101N TYPE'. V-8. UNPROTECTED FG? Lam? MID WDIDOW_mllcrut=5. �sS•r JAMIrRY. i ; : ^nT fo 2,» _ -c . ,<n_ _ I r S:r� o:L:C La F ' - -sun 7r � `� %" t LOAO' NEE€7 c NLY BE APPLIED TO Ti SE:: c i 3 22. -5 ,w s_ 2L t' S: j 4 rh Y SE:SMIC.DESiGN. C 7EGGxY: B: G'OR U3 SEE eeaMlr a r'SFD: FLOOR sal. DE":9115_ t r - PORTIONS OF TIE EOTTOM CHORD OF NOT s� DRFtiY S m, -2r.; ;h. m. 7, c�-�, ra: Gt # y , r.22 -y I c2D��r# - sxs;:y� - �c 1OWNHOUSES ARE LIMITED TO SEISMIC DESIGN PER RSOLZ . - D_ _ i3>: LE SS:: THAI Z,AD,JACEN# TRUSSEEYr WrFH :, . r S.::R313- RUTaMRTIC 5 2i�&. %! somas: BUTIDIR o #w VaJv '-t e- -c , - DETACHED ONE AND: TWO FA'MLY OWELLi bS LOCATEE IN a. _ a ,. 22 [ I THE . SOME WEB CONFIGURATION ff . EIGHT OF 3-S DRIES'F�OVE" A ER---MENT %Y LL. F. `i SEISMIC DE5IGN CATEGORY C APE EXEMPT FROM THE E0VIFP=D T/O .WDT i ANO PJTOMA11C SPRIMf LER SY5TUM � CCNTAINiNG R, RECTRNGLE, 42 INCHES -"-- HIGH BY. 2 "FEET WIDE OR s3RERTEn. 'SEISMIC i OUIREMENTS OF IN5Ta u`Ft5 Rl AcwRt)PracE WUN W'•E'A I3T: F MEW YORK STATE.. I j S t :r THE RESIDENTIAL. CODE. O E' - C ICYIG^F �ui'S2 BASEfiEFJT i1'�1T. QG T tF yr 'A ' 5E�!ED BY rt F.IXET7. STAIR BJILMNc ThAT "Is: PARTY GR CO"mt:rELT BELUW GRADE m- - SHP.LL. BE DESIGNE0- TO SUPPCP.T THE mSL AL50-'STrRY+ eOVE. ZRADE"L � _ i 4 S .� � O S _ E ;L 3-LD_o € MINIMUM .... a - s .. >_ .-. ... _ .. ._ _ CIF'.#fs7fi3V 2 STGR:Y AP.oVE. GF,PDr:.. F.\'Y STYitzr' F. !"-` a s SMD ^{ti _..?LL E`S LIVE �OAD.;St ECIFIED FOR FOR LOCATION OF T tIRO PARTY' LIBEL, - e � a ""' _ r. ry ..c ..: HP.VIYbG ITS:: rtN P..R �SLreACE Ft-IRECY. fB0%lE GR'r.C�'.-,. f s, �a I � �q 7 3_1<"•..u'T'" ! i i _. 2 : SLEEPING ROOMS (301 5,. ). CERTIFICATION LR�L • AND DATA. PLATE,: SEE EXCEPT THAT P. BASEMENT S# kr BE CGSIDEYE A STORY y I c,s i. � s -L,-97. GENERRL NOTES - Z, NOTE ^r;. SHT 3h. ABC£VE u E.w FPE Tte FIN c[R Sur E .:, Tt-E Fi GOR 16C I L tom.,:: t ;. 3 22 lw :-GF WIND: AEDVC T 5AK'M=NF is 5D'FtIN, 12Q MAX MPH f3 aECL'�il tUSTL EXP .0 RPP,_ICRBCE CODES,:: 'i5 MOS FAN F FT REUVE MACE PLF . ; I 1 2010 4ESsGERTiAL, COGS DF NEW YORk. STATE 21,MGR€.Tl N 5'F7 ABOVE. FIN GRA -LEVEL FOR tlZRS' j NTS Ei `EP.GY "M SE.2''IR:TIOfJ CUMPLI iNCi= SHRL _ '!?c TtPN SIM OF Ti-- T VrL BUILDING. PERL`S_c-rti j fM S rt- , 5E GROUND SNOW LORD: -, Pa: 35 - :5i7- at MORE TYw,#. k F`r P<5a.c FIN G2L'iN LEVI _ AT ANY j THf�OUGri CHFPTER 11, f j j 3 SEE FIGURE R3C)L2(9 r Cro PGP.aT: _ i , t GOMPUTc12 SOF'TtaARE AS. PRDV iirs: IN SECTIGh! Wt fir! t#z , IST G v-Lc'Y^u.s *3 CLt�:SrlCe'Rm. rr 8 , I: - : .: -':- , :.. :N17.D1.4.E: -:. NTS'. REScheck. .. BASED ON Tr#t OEFa#tTI'ON 4rvC1LOING^ TPROITI0.ti€�;. Sec AS C JTL T FL dOR PLAN FOR lVt F D RNO! -. NYS' RESCt#eck CALCULATIONS SHALL BE DONE FOR EACH ;WSRX-OUT B<±SEEmztU51,. F.1fo T#E -NEXT 2 -LEVELS -F- ` ..._ .. ... ____.. I i .V ..1' `r ....... � -SNOW Ot: IStGN LOADS- ... PREF STCRIES ABOVE C7RIZ, AN PUTOMRT..X Spf_UK<LEJ. _ 1 r �... # -i. _ __ UJ g A 0 Si ICE. E P20u.rD D To THE rJTr#7RTTT _ Ho s S SYSTEM IS ,t�� REO MM, HAVING- UPISGiCTION. i WAN TIE 1ST Ce 3 -LEVELS. fVi-F_T3ER FNEPBZTEII OR ( j # S MUN Y HICI ``#E5, y. Jr"`R-Et:'' SPACE) - t5 COh,,"'=RED A STAY - STRNDARD5t PBGVE GRA -5PSED ON TFC DEFDlIT:GN. 41NO tr. NEXT :ASCE 7-200-5 2�LEVELS AF'1567 PA ROU7E 412. OVE ARE Pi5G. S-9KSv5 F ^.+tF'. GRADE,,-i,i 1,- i f ; _ - AiJTOMATiC S-PO&LF_R SYSTEM 1S. RECUFRED:: ! # - ' - I € uhu.T. N05 3pDc T.: Fir FY-' RATED FF5Eit�IES.'SEE CR%41NGI51,5 1 s WFCM 2001 �Y i - : i 1 _ �' _ . T: NO.f NEC 2228 _ N. ' F G rte:. rJL '-22 ..,. .. ,�•.. � 3=C. 20i3 � .. r X 3 P t 9/19/13 ONE -FAMILY DWELLING NOTE: FINISH FLOOR <6' ABOVE' GRADE LOT I TNF FIRE SEPRRRTION: - NOT REQUIRED WRLLS/PROJECTIONS >5' FROM LOT LINE 40'-0" 34'-4" 27-6 3/4" t t t 30" 6 1 1 I 38592 0 32 I 15'-11" RAISE WINDOW HDR 6" 6303 5'-5" .x-29° 72VINYL� I f � I 7 1/2"2E1/2" 3859 3859 36 g SAFETY GLAZED IF < 60" 3859 FROM TREAD t36-1 1/4" t 28'-6 1/4" t 20'-0" t 11'-5 3/4" NOTE: SEE HIGH EXTWIND WALL ES IG P ASTORY DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FASTENING NY GSL DATA: ON -STIP ROOF CONNECTIONS: GSL BRSE(30L2(5)l/ELEV= 35/<1000 JOINT 9: 1-SIMPSON H8 FROM KNEEWRLL TO KING POST NY NOTE: GSL REO'D/DESIGN= 35/35 (1) ER TRUSS & 2-0.131"x3" NAILS TOED AEA " SAW = C 07 Pa RM APPLICABLE BUILDING CODES: 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWRLL= 2x6 16"oc MRRR WRLL= 2x4 16"oc CLG= R-38, WRLL= R-21 FLR= R-19(BY BLOR) DESIGN SNOW ZONE= 35 GSL ROOF= 7/12 16"oc (90s) TURN WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM I�M1387-02-070. nmWARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. CLG. HGT = 8'-0" RDDTL BSMT COL - LABEL_ o (SEE RESCHECK) STAIR OPEN'G(S) BASED ON 825"/9.00" GEOMETRY DESIGN WIND ZONE= 120 35G WINDOW & DOOR DP= 40/50 DEST.= 770 OLD SHIPYARD RD SOUTHOLD, NY 11971 SUFFOLK CO. 1 ST) ° sr. HAY 00 in 3859 27 1/ 171/2" 1 3'-10 3/4" t f120 M, MEMO BL95T A = STHD14RJ 6 9/19/13 NY NOTE: RPPLICRBLE BUILDING CODES: 2010 RESIDENTIAL CODE OF NEW 7 THE PLANS AND SPECIFICATIONS OF WITH THE PLANS AND SPECIFICRT. THE DEPT OF STATE, WHICH WERE -WARNING: IT IS R VIOLATION OF 1 UNLESS HE IS ACTING UNDER THE TO ALTER THIS ITEM IN ANY WRY. NOTE: SEE HIGH WIND DESIGN -4'x9' EXT WALL SHTG STATE; 2010 NYS ECCC; 2008 NEC PERMIT SET ARE DERIVED FROM AND CONSISTENT ASSOCIATED WITH THE RPPROVRL ON FILE WITH ROVED ON 12/15/2010 UNDER SYSTEM aM1387-02-070. IS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, .CTION OF R LICENSED PROFESSIONAL ENGI3�EER, DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FASTENING 141 .PKI 3-SECOMD OU- b, 4 9/19/13 40'-0" 3 3/4" 2 1/4" zo rn m t32'-4 1/2" 38592 7'=3 1/2" t t 3 3/4" 38592 2 1/4" 2 1/4" 3859 3 3/4" 36'-1 1/4" 38590 3859 3859 28'-6 1/4" 20'-0" ll' -5 3/4" NOTE: SEE HIGH WIND DESIGN PLRN 2a & DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FRSTENING NY NOTE: -4'x9' EXT WRLL SHTG 2nd STORY RPPLICABLE BUILDING CODES: 2010 RESIDENTIRL CODE OF NEW YORK STRTE; 2010 NYS ECCC; 2008 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLRNS RND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STRTE, WHICH WERE RPPROVED ON 12/15/2010 UNDER SYSTEM aM1387-02-070. aaWARNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW RRTICLE 145 FOR RNY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGIINEER, TO RLTER THIS ITEM IN RNY WRY. SIDEWRLL= 2x6 16"oc MRRR WRLL 2x3/2x4 16"oc CLG HGT= 8'-0" LRBEL - a Ln in CV i CV 3859 0 2 1/4" L27 1/2'" 3 3/4" 3'-10 3/4" 12GIN 3-S€CO-0 0 0 m 14'-3" I 21_ 11 I ._2.. 2. b.. 13'-7" I 0 1 FR T 60 I 6 � I I3 I LO I O ILO m BEDRm 4 I N DURTH i LT REO'D/PROV'D: 9.29/3615 CD LT REO'D/PROV'D: 11.69/3615 1 I VT REQ'D/PROV'D: 4.65/17.13 60 VT REO'D/PROV'D: 9.85/1713 m 3-SIMP°a0N L57R18 STRRPS 00 2W STY FLR GTS TO N 1st STY CLG GIRDER ONE 18 (6-TOTRI.3FIELD 3-SIMPSCN�1 L5TR18 STRAPS 21 Sfl FLR GIRDER TO 1st STT CLG GEMER ONE HPL.F 30 - - 30 30 - M-TOTRLXF ELD- - I O 30- 3-2x6STUO. O ' ER M� �'� ` m O 4-2x3 SPF2 4-2x3 SPF2 - I'll E -2x S UD -- - - -- 13'-11" 2-2ASTUD 2x4 M R W LL _ 11'-3" 2 ERMODIV T> -¢s o 2-SIMPSON LSTR18 STRRPS 1 1 2-SIMPSON LSTA18 STRRPS. COLUMN TO CLG SAM RND 1 COLUMN TO CLG BERM RND FLR GUMER EA MODULE 1 FLR GIRDER ER MODULE aB-TOTAL) I U&TOTRLI O CV m 1 \ 1 CV DEDRm 1 i X:R�60RCILT REO'D/PROV'D: 16.39/3615 -------3-4 1 �� 18 opVT ' REO'D/PROV'D: 8.20/17.13 �EDRm 2 cri LT REO'D/PROV'D: 00/24.10 VT REO'D/PROV'D: 00AL42 36" �JSD86 7 CD DATH 2 m . 14'-3" 15-5 1/2" 8'-6 1/2" 2 1/4" 3859 3 3/4" 36'-1 1/4" 38590 3859 3859 28'-6 1/4" 20'-0" ll' -5 3/4" NOTE: SEE HIGH WIND DESIGN PLRN 2a & DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FRSTENING NY NOTE: -4'x9' EXT WRLL SHTG 2nd STORY RPPLICABLE BUILDING CODES: 2010 RESIDENTIRL CODE OF NEW YORK STRTE; 2010 NYS ECCC; 2008 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLRNS RND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STRTE, WHICH WERE RPPROVED ON 12/15/2010 UNDER SYSTEM aM1387-02-070. aaWARNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW RRTICLE 145 FOR RNY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGIINEER, TO RLTER THIS ITEM IN RNY WRY. SIDEWRLL= 2x6 16"oc MRRR WRLL 2x3/2x4 16"oc CLG HGT= 8'-0" LRBEL - a Ln in CV i CV 3859 0 2 1/4" L27 1/2'" 3 3/4" 3'-10 3/4" 12GIN 3-S€CO-0 0 0 m A = (2) CS 16 straps t a�_3 a5 3 "9/19/13= NOTE: SEE HIGH WIND DESIGN PLAN 2a & DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING. -4'x9' EXT WALL SHTG 2nd STORY NY NOTE: APPLICABLE BUILDING CODES; 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DEPT -'OF STATE, WHICH WERE APPROVED ON 12/15/2010UNDER SYSTEM oM1387-02-070. WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW. ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO .RLTER� THIS ITEM IN ANY WRY. N W Z H J 120UTH, 3 -SECOND GUST PREMIER B UIL®ERS A.SYS M OF N NCr Fri$ IXC erm oer. M=44 "y. Pa 9M a 070S$6 -M mm TURN KEY / ANTONUCCI MAINSTREET 2nd STORY HIGH WIND DESIGN - 2a ' 000 MR era DRM - . sme� DRM 9-13-13 PE • 1/4"=1'-0" 31631_000 9/19/13 ELECT PNL (BSMT) (6' COIU NY NOTE: - APPLICABLE BUILDING CODES: 2010 RESIDENTIRL CODE OF NEW YORK STRTE: 2010 NYS ECCC; 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STRTE, WHICH WERE RPPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. -WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN RNY WRY. HEAT SYSTEM: ON-SITE BY -OTHERS NOTE: L RFCI PROTECTION & TRMPERED-RESISTRNT RECPT5. PROVIDED* PER 2008 NEC 2. RLL CEILING LIGHT BOXES SHRLL BE RATED FOR 50# PER 2008 NEC 314.27 (R) 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT RS SHOWN SO THE RECEPT. MRY BE RCCESSIBLE FROM THE DECK/PORCH/STOOP 4. REO'D FRONT & RERR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRRDE. RDOITIONRL "GRADE-RCCESSIBLE' EXT GFCI RECEPTS SHALL BE PROVIDED RND INSTALLED BY OTHERS (BELOW THE MODULES) RT THE FRONT RND RERR OF THE HOUSE SHOULD THE RECEPTS SHOWN -NOT BE RCCESSIBLE FROM GRADE. 120 f0fl MEMO GUST APPLICABLE BUILDING CODES: 2010.RESIDENTIRL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS RNO-SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. -WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 1.1,5 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO .RLTER THIS ITEM IN ANY WAY. 9/19/13 120 NAPA 3 -SECOND GO 1 21 I I . I I I I I I 21 I I I1 I I $ 21 I r 8 I I I Im I --- - - -,. 8 I I� 21 � I I 21 _ 1 I I 8 I I 8 . 21 21 21 I M- - - - - - - - - - - - I BTW 23 . 21 �I - - 8 - - - 8 - - - - - - - - - - - - - - L - $ 21 A�/15C 8 -- - - - - I I 23 I I 7 I I 8 - 12 I I I 23 I y/1-\~ 1 23T I - I 22 GFI 22 r _ _ ___j L - - - J 022 --------=-------14-3 2 22 23 23 APPLICABLE BUILDING CODES: 2010.RESIDENTIRL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS RNO-SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. -WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 1.1,5 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO .RLTER THIS ITEM IN ANY WAY. 9/19/13 120 NAPA 3 -SECOND GO 9/19/13 SILL -PLATE TO -FOUNDATION 705 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR ® 16110c CONNECTION - LINE -1 94 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN.- WASHER .REQUIRED SILL PLATE.TO'FOUNDATION 705 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR ® 16"oc CONNECTION - LINE -2• 94 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED SILL PLATE TO FOUNDATION 269 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" RNCHOR ®30"oc CONNECTION _ LINE -R 300 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE). 1/8'. THICK MIN. WASHER REQUIRED SILL PLATE TO FOUNDATION 269 PLF SLIDING AND- 2" SQUARE WASHER W/ 1/2" RNCHOR S 30"oc CONNECTION - LINE -B 278 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER -RE D I. UNHEATED BRSMENT - SPRCE ONLY. I I � L I i 11 1_ 11. 1_ 11 . 11 1— II - 71-9 61-1011 6 10- 6 9 41-10 7 0 I I F -i I I I I J i I - I 9�- H-�i---�-- -----I----i---e--H--- 2461 PLF I i N I 11,958#PL J" I "19,486_#PL � L 1 I 3977# UPLIFT 27,515_�P227�PL 1� i I . � 3212# UPLIFT I NOTE:- MINIMUM (211/2" ANCHOR BOLTS PER SILL PLATE Dc� I I ON-SITE CONNECTIONS FROM MODULAR TO 'FOUNDATION I SECTION. RNCHOR BOLT IS REQUIRED 3.5" MIN 12" r - — -1 MUST BE PROVIDED FOR 'LISTED UPLIFT LORDS I I MAX. FROM EACH END OF EACH SILL PLATE SECTION. I I t I CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVID _ ¢ , Lp'}~s I i FROM MODULAR TO FOUNDATION ON-SITE BY BLDR izx I 161-2 II cr NOTE:. FOUNDATION SHALL BE DESIGNED BY R DESIGN PROFESSIONRL WITH KNOWLEDGE OF LOCRL CONDITIONS. THIS SRMPLE PLRNIS MERNT I ONLY TO COMMUNICRTE THE DIMENSIONRL RND LORDING NFORMRTION TO DESIGN PROFESSIONRL SO THEIR FOUNDATION DESIGN IS- COORDINRTED WITH THE REQUIREMENTS OF -THE MODULRR BUILDING. EXCEEDED, COLUMNS RT .POINT LORD LOCATIONS RRE..NOT MOVED, RND A. L] - 1-tUMM)UN #51HUI+KJ 1/2"x9"x12"(26/28/31W) OR 1/2"x6"x12"(24W) STEEL' PLATE IS INSTALLED ON . COLUMNS. 2: COLUMN LORDS SHOWN ON FOUNDATION PLAN ARE, BASED ON INDICATED COLUMN SPACING SHOWN. IF COLUMNS ARE MOVED, LORDING VALUES WILL.BE VOID. 3. CENTER FLOOR GIRDER SHALL CONSIST OF 6-2x10 SPF#2 (26/28/31W) OR 4-2x8- SPF#2 (24W) MEMBERS MEMBERS .WITH SPLICES LOCATED R MINIMUM OF 2 -FEET APART ON EACH MODULE ECOND GOT 4. SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING MODULES TO FOUNDRTION (COLUMNS, PERIMETER & CORNER RNCHORS (IF REQUIRED)). ® nwe m REV.REM) NY NOTE: p� f e C E UI DERS NOTES: .L THIS FOUNORTION DRAWING RND NOTES ARE FOR REVIEW ONLY. ACTUAL L slum coamNiffrm mm am APPLICRBLE BUILDING CODES: FOUNDATION DESIGN TO BE APPROVED BY R PROFESSIONRL ENGINEER A,SCM M CF XWY KOM M= 9-17-1c 2010 RESIDENTIAL CODE OF NEW YORK STATE. 2010 NYS ECCC, 2008 NEC OR REGISTERED RRCHLTECT. 07 FeA4iP Pa 17738 1570&81M !�,..dm _V 9 -13 -Sc THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND 'CONSISTENT 2. THIS DRRWING TO BE USED FOR DIMENSIONS ONLY. L Imus 8-13-1c WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. TURN KEY'./ RNTONUCCI THE DEPT OF STRTE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070: 4. SEE MRSTER. SERIES OWGS., SHT. NO. 3c 6 4a, FOR NOTES RND DETRILS. MRIN` -. —WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 5. MAX. CENTER -FLOOR GIRDER SUPPORT COLUMN SPACING= 7'-9". FLW= . UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, ENGINEER, TS. FOUNDRTION LRYOUT, c TO ALTER THIS ITEM IN, ANY WRY. mar _ DRM7-11-13 A 11_9 1-0" 1 — 31fi CLG. f / i cn FLP. — e{,�H�"�� CLG. fill c Yz}% Igq e.. 9/19/13 GRADE ACCESS BY BLDR FLR. FRONT ELEVRTION pu*w. NY NOTE: 9 EMIE UILDE ` SPM mum= - RPPLICR&qTjUIEbR@TOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES ASAM = CF t ac 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC S67 Pa Rt44 Po JM a Z/o a -ems �• + - !—.0 9-17-13 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ,pmnds-w 9-13-13 DM DB WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / ANTONUCCI THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. MRINSTREET —WRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. puy UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, FRONT ELEVATION -1 000 TO ALTER THIS ITEM IN ANY WRY. ousi lar. HRYES 8-13-2013 1/4"=1'-0" 31631_000 rn FLR CLG. GRADE ACCESS BY BLOB RERR ELEVATION RPPLICRdTUIEbTGS.SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES - 2010 RESIDENTIAL CODE OF NEW YORK STRTE: 2010 NYS ECCCI 2008 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER. SYSTEM #M1387-02-070. ®WARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL -ENGINEER, TO RLTER THIS ITEM_IN ANY WRY. MEN MEN t0 GRADE RCCESS BY BLOR B PREmiER& ASM=4OF�WCYIAG w$w7w p btli�sc�n Wim Pa TURN KEY/ f RERR , ELEVRT] MR Br. oan HRYES 9/19/13 NY NOTE: RPPLICRBLE BUILDING CODES: 2010 RESIDENTIRL CODE OF NEW YORK STRTE; 2010 NYS ECCCI 2008 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STRTE, WHICH WERE RPPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. r-WRRNING: IT IS R VIOLRTION OF THE NYS EDUCRTION LRW RRTICLE 145 FOR RNY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, TO RLTER THIS ITEM IN RNY WRY. LEFT ELEVRTION 12G, UPKI 3-SECOM OU go 9/19/13 NY NOTE: RPPLICRBLE BUILDING CODES: 2010 RESIDENTIRL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2005 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLRNS AND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STATE, WHICH WERE RPPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. $HWRRNING: IT IS A VIOLATION OF THE NYS EDUCRTION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS RCTING UNDER THE DIRECTION OF A LICENSED PROFESSIONRL ENGINEER, TO RLTER THIS ITEM IN RNY WRY. RIGHT ELEVATION 120 MPH &SECOND PRE IERBUiL®E S AMM = CF I oCr {rte_ a RM Pa WSQ070&,6-M TURN KEY / RNTONUCCI RIGHT ELEVATION -1 ma Br HRYES 8-13-2013 Rm W& am E RMFFFPV.M EUMEW snmm ooa?QTn;n= 9-17-13 DM PE rs� 9-13-13 DM DB A NSTREETI 000 X1/4"=1'-0" 3 631_000 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 2 OF 44 CALCULATED BY DJS - DATE 9/16/2013 CHECKED BY DATE Design Criteria Cont. C Floor Diaphragm Aspect Ratio Length'of side (1-1)(house width) Length of side L house length) L2 & L1 = -t- < 3 :1 UN Max Mean Roof Height I_3'.O=ft. Roof Framing Span (Horizontal Projection) Roof Framing Spacing = r` ` 16 in. D.C. Roof Overhang Length Roof Slope Roof Diaphragm Aspect Ratio -Length of side (L1)(width) _ ==26: ft. Length of side (L2)(length) = 40:,_:.: ft. L2 & L1 = _j=�- <V 3 •:1 =OK Roof / Ceiling Assembly Dead Load= ._ .1,5.;__ psf Roof Framing Type _ Truss - T[w�s ID - HM58581� lati [7phtfaf Marri�e Wail 57� _ _ lbs per truss lbs per truss �ViaX U�rai�ldewall UUa{I T_ 325 9/19/13 WARNING: ITIS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY -DJS DATE 9/16/2013 217 East Main Street - Middleburg, PA 17842 CHECKED BY DATE Phone (570) 837-0577 • FAX.(570) 837-0585 120 AAPH . 3 -SECOND GUST Design Criteria Location: y1 y/16 Building Description: Res�denfial Trio Story Moi3ular UI(ood FTarne Constrvctlon WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FO:R ANY.PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS ITEM IN ANY WAY. JOB PRE -31631 SHEET N0. 3 OF 44 CALCULATED BY DJS DATE 9/161201"3 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Hei.ght = 2nd Story Loadbearing Wall Height Wall Stud Specifications = Wall Stud Spacing in. o.c. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height = - _- ft. 2nd Story Shearwall Height OSB -:PLY GYP 1st Story Minimum Shearwall Length = H / 3.5 = =2:29�ft.. H / 1.5 2nd Story Minimum Shearwall Length = H / 3.5 = ,�-229_.ft. H / 1.5 = F a33_ ft. 1st Story Wall Length Available for Full Height Sheathing Biine_1 19.67 ; ft. Lline_A 22 80-_ ft.yi Biine_2 T81J0 _ ft.Lf[ne_B 24 63 ft.h" 'f r�`j�s 1st Story Maximum Unrestrained Opening Height s . Hline 1 66 = in. Hiine A 84 _; = in. _ – , 3 i tj Hline _2 84_ in. Hline_B 84- in. 2nd Sto Wall Length Available for Full Height Sheathing �Y 9 9 i- Biine_1 19 67 ft. Lline_A –, B I i n e .219 67 ft. Lline_139M.- =ft. 8119/13 2nd Story -Maximum Unrestrained Opening Height Hline 1 6fi in. Hline_A in. Hline _2 66 _ _ in. HiineC 66 = in. WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECT ION OF LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 38 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary Note: 8d nails =0.131"X2.5", 10d nails = 0.148"x3" & 16d nails= 0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-1Vails may not be used in Seismic Zones worse than C. Location' � Force Connection Fasteners Required Reference 7/16" OSB/PLY overlap lihe_A 244 plf 6 in o.c. - Simpson Strong -Tie MTS 18 (6) 0.148inx1.5in nails in truss Truss to Stud 244 plf line_B and (6) 0.148inx1.5in nails in Sheet 5 Stud to 2nd Story. @ 32 in o. c. wall stud Floor Band 6 Connection 7/16" OSB/PLY overlap line -1 384 plf 5 in o.c. 2 rows of 0.131'X2.5' Nails line -2 384 plf, 5 In o.c. W . ter_ line _A 169 plf 6 in o.c. y cLs-_.Ey '2 rows of 0.131"x2.5" Nails O _ U . 2nd Story Floor 65 169 plf 6 In o.c. p Band to 1st Story. 9/19/13 Ceiling Band 6 O Connection 7/16" OSB/PLY overlap line -1 384 plf 5 In o.c. U O v . 2 rows of 0.131'X2.5' Nails 41 C line -2 384 plf O 7/16" OSB/PLY overlap line_A 169 plf 6 In o.c. 2 rows of 0.131"x2.5' Nails 1 st Story Ceiling line_B 169 plf 6 In o.c. Band to 1st Story Wall Stud 6 Connection WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECT ION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 38A' OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary - Note: 8d nails = 0.13.1"x2.5",- 10d nails= 0.148"x3" & 16d nails = 0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. � r 9/19/13 Location Connection Wall Force Spacing Reference 7/16" OSB/PLY overlap lihe_A 244 plf 6 in o.c. 2 rows of 0.131'X2.5' Nails 2nd Story Wall line_B 244 plf 6 In o.C. Stud to 2nd Story. . Floor Band 6 Connection 7/16" OSB/PLY overlap line -1 384 plf 5 in o.c. 2 rows of 0.131'X2.5' Nails line -2 384 plf, 5 In o.c. W 7/16" OSB/PLY overlap line _A 169 plf 6 in o.c. '2 rows of 0.131"x2.5" Nails O _ U . 2nd Story Floor line 169 plf 6 In o.c. d Band to 1st Story. Ceiling Band 6 O Connection 7/16" OSB/PLY overlap line -1 384 plf 5 In o.c. U 2 rows of 0.131'X2.5' Nails 41 line -2 384 plf 5 In o.c. 7/16" OSB/PLY overlap line_A 169 plf 6 In o.c. 2 rows of 0.131"x2.5' Nails 1 st Story Ceiling line_B 169 plf 6 In o.c. Band to 1st Story Wall Stud 6 Connection 7/16" OSB/PLY overlap line -1 384 plf 5 in o.c. 2 rows of 0.131"x2.5' Nails line—2 384 plf 5 In o.c. Note: 8d nails = 0.13.1"x2.5",- 10d nails= 0.148"x3" & 16d nails = 0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. � r 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER T HE DIRECT ION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. JOB PRE -31631 SHEET NO. 38B OF 44 CALCULATED BY -DJS DATE 9/16/2013 CHECKED BY DATE Design Summary, Note: 8d nails -= 0.131 "x 2.5", 1 O nails = 0.148"x 3" & 16d nails = 0.131 "x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. I - Z' 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS ITEM IN ANY WAY. Lbcation Connection Wall Force' Spacing LReference CHECKED BY DATE 7/16" OSB/PLY overlap floor line_A 509 plf 4 in b.C. rim joist 6" 385 plf (5 each end of strap) Sheet 11 1st Story Wall line_B 449 plf 5 in D.C. Stud to Floor 0.131 in x 2-1/2in nails 6A U :Band Connection line 0 plf 3 in D.C. O Use 2 rows of fasteners along —1 — . O bottom edge of panel line -2 0 plf 3 in D.C. C tip O % ,.� ?'�-e.. .r'ue`s•. f�.;,.�. V 7/16" OSB/PLY overlap sill line_A 509 plf 2 In D.C. plate. 1.5" ca 9/19/13 O line_B 449 plf 2 in D.C. Floor Band to Sill 0.131 in x 2-1/2in nails Sheet 7 Plate Connection line 0 plf 2 In D.C. N Use 1 row of fasteners along -1 C bottom edge of panel O line -2 0 plf 2 in D.C. Note: 8d nails -= 0.131 "x 2.5", 1 O nails = 0.148"x 3" & 16d nails = 0.131 "x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. I - Z' 9/19/13 WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS ITEM IN ANY WAY. Joe PRE -31631 SHEET NO. 38C of 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong -Tie LSTA12 (10) 0.148"x2.5' nails Stud Connection 385 plf (5 each end of strap) Sheet 11 @16 ino.c. ,d�<' •' tom. . ;� �.. �: i' t''' `*� tip % ,.� ?'�-e.. .r'ue`s•. f�.;,.�. ca 9/19/13 O Ca O N C O V O C C O U 4-1 Note: 8d nails = 0.131"x 2.5", 10d nails = 0.148"x3" & 16d nails = 0.131"x3.25" unless otherwise noted An equal or better connection device -may be substituted for any connection device listed, Staples and Toe -Nails may not be used in Seismic Zones worse than C. S WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM -IN ANY WAY. JOB PRE -31631 SHEET NO. 38D OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary Location : Force Connection Fasteners Required Reference DJS DATE 9/16/2013. CHECKED BY DATE 306 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o.c..field nailing (exterior) 2nd Story Wall - line_2 2nd Story Wall Stud to 2nd 328 pif Simpson Strong -Tie LSTA12 (10) 0.148inx2.5in nails 11A @ 4" o.c. panel edge & 12" Story Floor Band Connection Perforated (5 each end of strap) 2nd Story Wall - line_A 7/16" OSB w/ 0.13111x2.511 nails 16 in o.c. 101 pif @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field. nailing (exterior) N 2nd Story Floor Band to 1st Simpson Strong -Tie LSTA15 (12) 0.148inx2.5in nails C 114 pif Story Ceiling Band Connection 657 plf Sheet 18 (6 each end of strap) 11A o.c. field nailing (exterior) (One Side Only) � 3 16 in o. c. E. O. W O. - I+ - cc 1st Story Wall - fine 1 P — 7/16" OSB w/ 0.131"x2.511.nails 619 plf, @ 3" o.c. panel edge & 12" 18A U). o. c. field nailing (exterior) O 1st Story Ceiling Band to 1st Simpson Strong -Tie LSTA12 (10) 0.148inx2.5in nails U) - Story Wall Stud Connection 328 If p 1 st Story Wall - line -2 11B (5 each end of strap) @ 2" o.c. panel edge & 12" o.c. v16 Q. 676 pif in o.c. 18A Segmented@ shtg seams , ;-T `F 1st Story Wall - line_A 7/16" OSB w/ 0.131`x2.5" nails U I @ 3' o.c. panel edge & 12II /L`Sfi O.C. field nailing (exterior) �� t `� .t _ 1 1st Story Wall - line 7/16" OSB w/ 0.13111x2 5" nails t-� _B 278 plf @ 4" o.c. panel edge & 12" 1 � Z Perforated o. c. field nailing (exterior) �s�a y �`� 9/19/13 9/19/13 1st Story Wall Stud to Floor 328p If Simpson Strong-iiie LSTA12 (10) 0.14811x2.511 nails 11B Girder Connection (5 each end of strap) @ 16 in o.c. I Floor Girder to Foundation 271If p Fasten on-site for listed 11 B Connection load An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Flails may not be used in Seismic Zones worse than C. WARN ING:.IT IS A VIOLATION OF THE NY EDUCAT ION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM iN ANY WAY. JOB PRE -31631 SHEET NO. 39 OF 44 CALCULATED BY DJS DATE 9/16/2013. CHECKED BY DATE Design Summary (conal Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-1ine_1. 7/16" OSB w/ 0.13111x2.511 nails 306 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o.c..field nailing (exterior) 2nd Story Wall - line_2 7/16" OSB w/ 0.131J1x2.5" nails 306 plf @ 4" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 2nd Story Wall - line_A 7/16" OSB w/ 0.13111x2.511 nails 101 pif @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field. nailing (exterior) 2nd Story Wall - line_B 7/16" OSB w/ 0.1311'x2.511 nails C 114 pif @ 6" o.c. panel edge & 12" Sheet 18 Perforated o.c. field nailing (exterior) 3 E. W cc 1st Story Wall - fine 1 P — 7/16" OSB w/ 0.131"x2.511.nails 619 plf, @ 3" o.c. panel edge & 12" 18A Ca Segmented o. c. field nailing (exterior) U) 7/16" OSB w/ 0.131 "x2.511 nazis 1 st Story Wall - line -2 @ 2" o.c. panel edge & 12" o.c. 676 pif field nailing (exterior) - dbl studs 18A Segmented@ shtg seams , ;-T `F 1st Story Wall - line_A 7/16" OSB w/ 0.131`x2.5" nails 300 plf I @ 3' o.c. panel edge & 12II Perforated O.C. field nailing (exterior) �� t `� .t _ 1 1st Story Wall - line 7/16" OSB w/ 0.13111x2 5" nails t-� _B 278 plf @ 4" o.c. panel edge & 12" r.' Perforated o. c. field nailing (exterior) �s�a y �`� 9/19/13 Note: 8d nails- 0.939"x 2.5'; .90d nails = 0.948"x 3" & 16d nails = 0.939"x 3.25" unless- otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 40 OF 44. CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE. Design Summary (con'd) - r Note: Corner Studs & Built up Column Studs to be fastened together w/.2 rows staggered - of 0.131 "x3" Nails at _ in o.c. Location Force. Connection Fasteners Required Reference Fasteners Required Reference 2nd Story Module to 1st Story 0.131"x3" toenails. Module line 1 (2) Simpson Strong -Tie CS16 -Roof to Wall Plate Connection 192 Ib 2 2297 Ib (22) 10d nails ea strap Sheet 21 0.131"x 3.0" Nails in End - straps Top Plate to Studs & Bottom 2nd Story Module to 1st Story Grain. NA 23A Module line -2, Plate to Studs' (2) Simpson Strong -Tie CS16 2297 lb (22)(22) 10d nails ea strap Sheet 21 3 per stud 0.131" x 3.0" Nails Bottom Plate to Floor 144 plf NA 23A 2nd Story Module to 1st Story 10 in o.c. line A Dead Load of Structure is - OK Sufficient to Resist t r' Overturning Load Ei E F1. .rra - O 2nd Story Module to 1st Story O, v Module -line B Dead Load of Structure is y - O OK Sufficient to Resist L 'r IT0 i S 'x ' F I ZE If _ v Overturning Load , O U = 9/19/13 1st Story Module to = � Foundation - line -I Simpson Strong -Tie 1/2 in min concrete cover and 4948 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A +d - from corner _ . > 9/19/13 1st Story Module to - 0.131" x 3" toenails. Foundation - line -2 Simpson Strong -Tie 1/2 in min concrete cover and 2nd Story to 1 st Story 468 plf @ 2 in OC 5308 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A Connection -line 1& line 2 = from comer 1st Story Module to 0.131" x 3" toenails. Foundation - line_A 2nd Story to 1st Story Simpson Strong -Tie 1/2 -in min concrete cover and N/A 25 2270 Ib Connection.- line_A &'line_B (30) 16d sinkers, locate 1.5in 21A STHD14RJ _ from corner Simpson Sfrong-Tie LTP4 1st Story Module to - 1st Story to Sill Plate Connection*- line -I& line 2 705 p If °@ 9 in OC Foundation - line_B 26 Simpson Strong -Tie 1/2 in min concrete cover and 0.131" x 3" toenails. 1796 Ib (30) 16d sinkers, locate 1.5in 21A . 1 st Story to Sill Plate 269 plf @ 4 in OC STHD14RJ from corner Note: 8d nails = 0.131"x2.5", 10d nails =0.148"x3" & 16d nails = 0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. WARNING: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 1-45 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 41 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design•SummarV (con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. -Location Force Connection Fasteners Required Reference 0.131"x3" toenails. -Roof to Wall Plate Connection 192 Ib 2 23 0.131"x 3.0" Nails in End - Top Plate to Studs & Bottom 192 Ib Grain. NA 23A Plate to Studs' 3 per stud 0.131" x 3.0" Nails Bottom Plate to Floor 144 plf NA 23A 10 in o.c. O, - - 1s IT0 i S 'x ' F I ZE If v , h. 9/19/13 0.131" x 3" toenails. 2nd Story to 1 st Story 468 plf @ 2 in OC NA 25 Connection -line 1& line 2 0.131" x 3" toenails. 2nd Story to 1st Story 169 plf @ 6 in OC N/A 25 Connection.- line_A &'line_B Simpson Sfrong-Tie LTP4 1st Story to Sill Plate Connection*- line -I& line 2 705 p If °@ 9 in OC (12) 0.131 in x 1 1/2in nails 26 0.131" x 3" toenails. 1 st Story to Sill Plate 269 plf @ 4 in OC N/A 25A -Connectiori.- line -A & line B.. _ Note: 8d nails = 0.131"x 2.5",'10d nails= 0.148"x 3" & 16d nails= 0.131 "x 3.25" unless. otherwise noted WARNING: IT IS A VIOLAT 10N OF THE NY EDUCATION LAW ARTICLE.145'FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL'ENGIN EER TO ALTER THIS ITEM IN ANYWAY. - Joe PRE -31631 SHEET NO. `42 OF 44 CALCULATED BY DJS DATE .9/16/2013 •CHECKED BY DATE -Design•Summary (con'd) Location " Force Connection fasteners Required Reference Reference. . { _. MAIN ROOF.: 231 plf 0.131"x2:5" nails at 6" o.c. panel - ���. f �' —+�t•'31 L.I� lei. edge nailing and 12" o.c. field Roof Sheathing .7/16" OSB.(Unolocked) nailing Sheet 29 x r_ CEit'll Shear - c " 6 in D.C. edge & field . *' 0:131 "x2:5" nails at Wall Sheathing 65 p1f 7/16" OSB' 6" o.c. panel edge nailing and Sheet 33 CID Non Shear Wall - Suction 9/19/13 237.pif. .148"x3" nails at 6' o.c. panel i c O - Floor Sheathing 5/81n OSB '(Unblocked) edge fastening and 12" o.c. Sheet 31 ,v • Shear fieldfastening Location Connection Reference "6, 1 1/4" x°12" x 20 ga steel strap w/(7) 0.131x2.5" nails each end & *� Rid e Connection Ridge (2). 0,131 x3.0 nails toed Sheet 36 Q U U ;x2Q,ig s{eei strap w/(7) 0.131x2.5" nails each end & N FlipConnection 5" + - j 2) 0.131 "x3.0' nails toed Sheet 36 - F _c - - �- Kneewall Connection ' 9' CA 2nd Floor Endwall Mateline - , Top Plate to Top .Plate / , 3005 lb 2.Simpson LSTA30 Straps (22) 0.148in x 2.5in nails each NA Ceiling =Rim to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline - l _ 9/1 "/13 (22) 0.148in x 2.5in nails each Floor Rim to Floor Rim across 3005 Ib 2 Simpson LSTA30 Straps strap NA . Mateline 705 plf sliding 2" square washer.wJ 1/2" Anchor @ 16 in OC 1 st Floor Endwall Mateline - and Bolt (Assume 1/16" oversized,hole) 27 W Top Plate to Top Plate / 4867 Ib 3' Simpson LSTA30 Straps (22) 0.148in x 2.5in, nails each NA O- 0 Ceiling Rim to Ceiling Rim 94 If uplift P P` strap C�j across Mateline 705 plf sliding 2" square washer wl 1/2" Anchor @ 16 in OC 1st Floor Endwall Mateline - and : Bolt (Assume 1/16" oversized hole) (22) 0.148in x 2.5in nails each 27A C Floor Rim to Floor Rim across 4867 Ib 3 Simpson LSTA30 Straps strap NA 0 U . ` Mateline 94 plf uplift, .. 1/8in thick.min. washer required lVote: 8d nails 0.-131"x 2.5", 10d nails= 0.148x 3" & 16d nails = 0.1-31 "x 3.25" unless otherwise noted An equal or better connection device may -be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. 'WARN I N G: IT IS A VIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY'PERSON., UNLESS UNDER THE, DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS -ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 43' , OF > .44 .. CALCULATED BY' DJS° DATE -9/16/201 3 CHECKED BY, DATE esign Summary fcon'd) D Location Force Sheathing Connection' Reference. . MAIN ROOF.: 231 plf 0.131"x2:5" nails at 6" o.c. panel edge nailing and 12" o.c. field Roof Sheathing .7/16" OSB.(Unolocked) nailing Sheet 29 OVERHANGS: Shear - c " 6 in D.C. edge & field . *' 0:131 "x2:5" nails at Wall Sheathing 65 p1f 7/16" OSB' 6" o.c. panel edge nailing and Sheet 33 CID Non Shear Wall - Suction 12" ac. field nailing 237.pif. .148"x3" nails at 6' o.c. panel i Floor Sheathing 5/81n OSB '(Unblocked) edge fastening and 12" o.c. Sheet 31 Shear fieldfastening Location Connection Reference "6, 1 1/4" x°12" x 20 ga steel strap w/(7) 0.131x2.5" nails each end & *� Rid e Connection Ridge (2). 0,131 x3.0 nails toed Sheet 36 Q O U ;x2Q,ig s{eei strap w/(7) 0.131x2.5" nails each end & N FlipConnection 5" + - j 2) 0.131 "x3.0' nails toed Sheet 36 - F _c - - �- Kneewall Connection ' 9' - = ' H (2) 0.131 "x3.0" nails toed Sheet 36 a� l _ 9/1 "/13 Location Force Connection Fasteners Required Reference Sill Plate to Foundation 705 plf sliding 2" square washer.wJ 1/2" Anchor @ 16 in OC and Bolt (Assume 1/16" oversized,hole) 27 W Connection - line_1 O- 0 94 If uplift P P` 1/Sin thick min. washer required q C�j Sill Plate to Foundation 705 plf sliding 2" square washer wl 1/2" Anchor @ 16 in OC and : Bolt (Assume 1/16" oversized hole) 27A C Connection - line 0 U 94 plf uplift, .. 1/8in thick.min. washer required 269 plf sliding 2" square washer w/ 1/2" Anchor ' O '� Sill Plate to Foundation and Bolt (Assume 1/18" oversized hole) - @ 30 in OC 27B Connection - line_A C 300 plf uplift 1/8in thick min. washer required p 269 If sliding P 9 2"square washer w/ 1/2" Anchor • - -Sill Plate-to'Foundation -- an Bolt (Assume 1%16" oversized hole) @ 30.in OC 27C Connection - line -B - 278 plf uplift 1/8in thick min. washerrequired 8d nails = 0.131"x 2.5", 10d nails-= 0.148"x 3" & 16d nails = 0.131"x3.25" unless otherwise noted An equal or beirer. connection device may be substituted for any connectio_ n device listed. Staples and Toe -Nails may not be used in Seismic Zones worse. than C. WARNING: IT IS AVIOLATION OF THE NY EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JOB PRE -31631 SHEET NO. 44 OF 44 CALCULATED BY DJS DATE 9/16/2013 CHECKED BY DATE Design Summary (coh'd) Force Location' Force. . Connection - Fasteners Required Reference Double 2x6 Top Plate - No N C Outlooker to Endwall 115 plf 0.131 "x3" Nails w/ 1.5" 6010 Ib O -Sheet 19 pen. _ Sheet 35 � Within 3.00 ft of Comer Double 2x6 Top Plate -With 3 per outrigger . Slices & Splices C c p Outlooker to Endwall 115 plf 0.131 "x3" Nails w/ 1.5" Sheet 19 Sidewalls U of Corner pen. - Sheet 35 Double 2x6 Top Plate - No ca � t Not 3.00 fCL Splices 121671b Sheet 19 L Double 2x10 Perimeter Rail - No Splices 1st Floor Q Stagger 2 rows of - Splices Slices & . @ 8 In oc� 0.131" x 3.0" Nails 45261b Sheet 19 Sidewalls _ Double 2x10 Perimeter Rail_ Stagger 2 rows of With Splices & @ 8 in oC 0.131" x 3.0" Nails U tS .0 la -'� �i Minimum Lumber G Minimum Splice Length is 6 ft 9/19/13 8d riails = 0:139"x 2.5", 10d nails= 0.948"x 3" & 16d nails = 0.139"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force MemberSizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate - No Splices 6010 Ib -Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate -With "Stagger 2 rows of ` ' Slices & Splices @ 10 In oc 0.131x3.0" Nails 1845 Ib Sheet 19 Sidewalls of Corner 3 per outrigger Double 2x6 Top Plate - No ca Splices 121671b Sheet 19 L Double 2x10 Perimeter Rail - No Splices 1st Floor Q Stagger 2 rows of - Splices Slices & . Location Force MemberSizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate - No Splices 6010 Ib -Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate -With "Stagger 2 rows of ` ' Slices & Splices @ 10 In oc 0.131x3.0" Nails 1845 Ib Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate - No Splices 121671b Sheet 19 Endwalls Double 2x10 Perimeter Rail - No Splices 1st Floor Double 2x6 Top Plate -With Stagger 2 rows of - Splices Slices & . @ 8 In oc� 0.131" x 3.0" Nails 45261b Sheet 19 Sidewalls _ Double 2x10 Perimeter Rail_ Stagger 2 rows of With Splices & @ 8 in oC 0.131" x 3.0" Nails W. W r�--- L� ---------- ------------- p�p d pp i f O ii T.T. CLOSET r i'I 11 r 1' NOTE 221 1 II b jis 13 .3i €: i:x{taMr r; ascv "r-0' Pam ATH- -2' O t• t it 3 t ' i l 6 1 1 x. I t I1 J° NOTE _MK. AREFY'70;Sr ` I s9 &1 fa ti I. ALT. ..1,1 u 37.. 1 1� I 't._ 1 'NOTE FS UTILITY' 1 u. NOTE a5- _ SEE NOTE =2T W .� RIGHT SIDE ij 7-0' .MIT. IISTAIRS ;I a I II 'I .� .x' 'I DEN• � E 1, FRRILY 'S II 'r � I L-IYR7G MIN FRER� 70 OR 131` � i' I {INOTE IFOYER Join YFR1E5WITH i 4257 4257' 20-0' MIN. BUIIDITJG LENGT Au -v MI3:.'LENGTH CP Mo0ULE5. '64.'-0" MAX LENGTH CF' MCCU S 11T, Y_tT. _ r:uw j�1 .0 --- - �„.x MIN GROSS FLOOR - t tt Iiu1 a'r-I{_IL " 'ARM so, SF �- } ' _ 6RTN'CPT: DINING ROOM rwr .KITE e3. 'OPT. h06K: .. OPT. FR:II'Y R°OH MIN. AREA:.70 5F - _- ❑ll ;; ;. I y4257 4257 i. II 1. FR`P-r ROOM DEN 1' BED.RODi4 :A. MIt.FREFT..70;SF' 0. - t r,m is II 1 I' 11_. rsr wru I' 12 12 i FOR 9A2 O3 12712 ROOF OPTi 'SEE SHL 79 __712 IZ . I , tyy5f Gc,Rr3.^E SHALL BE SEFPRATED FROM SEE SHT S. r i i. t. DWELLING UNIT. BY 3/4 HOUR. CONSTRUCTION "5EE SECTION 3°51 THROUGH BNZZ t: L 1 i i• I r i G4iAGc/TENRMT `5_F'ARRTTON'WFLL TO BE I;?8105 ___ , ,, __.__, I :SEE NOTE e21 FOR EXTRA TRU55/RAFTE?,REOUIREHSJNS UT. LOWER ROOF SECTIONS DUE.T0-SN'OW:1321FT, SEE: -----SNOW ORIFI SECTION -- THE CALCLA_RTIOfi5 Y;ANUAL ,®F ' WTE -17 FLR -NOTE c20._NOT FOR NTS 1 i. CLG. I ®.0 t ------ I r ----tIr I I I l a .6 j ,' NFLA t _FIELO'..NOTE -8 I . y______ FRONT ELEVATION scALb live=1•-w ------ ---------- 1 I RFRE: Fi FVATFON S,TAarf2 1 I _ DYHG , 1.1 1 1 1..1 i_1_i 1 1 I 1 1 ,- 1 I FET SIDE El FVATTON 5C,:LEJ 1/8'=1'-0' 5:7,9012 1'vr wa KITCHEN LZO r - II' i'I 11 r 1' NOTE 221 1 3=22-91 SHOWN. r 11' I 1 t. 1 i:x{taMr r; ascv "r-0' Pam ATH- -2' O t• t it n ti 7-0"�MIJ. i l 6 1 1 t I1 J° NOTE _MK. AREFY'70;Sr ` ,.. 2❑. h9TE s9 '•-'--, o�o a I0. ALT. ..1,1 u 37.. 1 hUTE •S. I ti, UTILITY' 1 u. NOTE a5- 1 F%T' I J I I I I •�.f 'I RIGHT SIDE 'll EVRTTON IISTAIRS ;I LIVI1G'ROOM, ! I I.1' 'MIN. AREA:' Mme: I I L50 SF ,i l ISI FAMILY. ROO[1 DEN L... " .VIE'8EDR -1411fiMR i'i7At 7- 075E MRV =.. {INOTE IFOYER Join YFR1E5WITH � TH OPT. DINING Rom 'GPT. . Y t _i It FAMILY ROOM I. 1 .HIh'D05(. RELOCATED IF i 1 "-. .. 11'-H.''MIN: MLN. RFEFY'70'SF r' l 11 OPT. CfiRFx'4E IS F'ROYICFD iT ' DIM. VARIES WITH,WIDTH OX .F-IRtIT- . _ .. ._,. .. r.j FLL'H:hNDRFa_S BY 67ICOE HEIGHT' 34" MIN 36'. MRX - FOR STAIR'.OFTAILS... SEESHT 4v, i.� j.i 4Z57. 4257 -, _-. AS Bmw.-4 ON-DRPWLmN MqITRqY' OFFS TS AN,�Ep15/OR RO IiODTEh1W 4257_ 4257, �t�,�,J,�SSg � (l;j'g YAY &• A.NSD FLOOR PLAN IFOR1RB°YI'Sm'G 41IDTH5 YRRYING LENGTHS. UNITS MRY..BE CNE-',: T«G STORY AND POYGBE ROTATE° 9°.. ' ..FIRST - MAXIMUM AREA OF_fr ONE RODR.:I5 GOVERNED BY TFE WPLICPSLE:3UILDING.000E SEE' SHEET 3b;. GENERAL NOTES - 2 ' NOTES 43+ & 'OL7: ` NUMBER OF M00!:LES- 4 rte' NUMBER °F MaccLES - 9 SCRLEI.1/¢ =1'-0" FOR CROSS-SECTIONS. ANG: ALTERNATE CO4STRUCTIW G'TAILS: SEE SF,95 7f:_ 79, 7j. 7k, 71-1. =71, 7m. 7N:7., U.'65; 8d I' 12 12 i FOR 9A2 O3 12712 ROOF OPTi 'SEE SHL 79 __712 IZ . I , tyy5f Gc,Rr3.^E SHALL BE SEFPRATED FROM SEE SHT S. r i i. t. DWELLING UNIT. BY 3/4 HOUR. CONSTRUCTION "5EE SECTION 3°51 THROUGH BNZZ t: L 1 i i• I r i G4iAGc/TENRMT `5_F'ARRTTON'WFLL TO BE I;?8105 ___ , ,, __.__, I :SEE NOTE e21 FOR EXTRA TRU55/RAFTE?,REOUIREHSJNS UT. LOWER ROOF SECTIONS DUE.T0-SN'OW:1321FT, SEE: -----SNOW ORIFI SECTION -- THE CALCLA_RTIOfi5 Y;ANUAL ,®F ' WTE -17 FLR -NOTE c20._NOT FOR NTS 1 i. CLG. I ®.0 t ------ I r ----tIr I I I l a .6 j ,' NFLA t _FIELO'..NOTE -8 I . y______ FRONT ELEVATION scALb live=1•-w ------ ---------- 1 I RFRE: Fi FVATFON S,TAarf2 1 I _ DYHG , 1.1 1 1 1..1 i_1_i 1 1 I 1 1 ,- 1 I FET SIDE El FVATTON 5C,:LEJ 1/8'=1'-0' 5:7,9012 NVYBEP, OF RISER NU,'6ER OF.'RISERS..,CR 2P-0' MIN -BUILDING "LfNGT1i' 10-0' MIN: LENGTH. OF MO=_E5 64'-0', PAX. LENGTH OE .MoOLUES 4257 4257 1'vr wa II lI I FLOOR PLRN. ELEVRTIONS d. MOTES r - II' 1` Sas-ii7 MiniI'._ 1 3=22-91 SHOWN. r I 1 t. 1 i:x{taMr r; ascv "r-0' Pam ATH- -2' O t• t it n ti 7-0"�MIJ. i l 6 1 1 t I1 J° NOTE _MK. AREFY'70;Sr I3 !1 1 4 1 I 1 ! 1 1 1 7EE 1yy1 .1 NOT m 1L NoTE,.s A 1 1 1 1 RIGHT SIDE Fl EVRTTON NVYBEP, OF RISER NU,'6ER OF.'RISERS..,CR 2P-0' MIN -BUILDING "LfNGT1i' 10-0' MIN: LENGTH. OF MO=_E5 64'-0', PAX. LENGTH OE .MoOLUES 4257 4257 I! 1'vr wa II lI I FLOOR PLRN. ELEVRTIONS d. MOTES r - II' ' ^4 Sas-ii7 MiniI'._ 'MJL 3=22-91 SHOWN. r I 1 t. 1 i:x{taMr r; ascv "r-0' Pam ATH- -2' O ,f _,y `JOIE ' it n ti 7-0"�MIJ. i l 6 , OPT. BEDROOH t I1 J° NOTE _MK. AREFY'70;Sr I3 !1 1 4 1 ' LI HI3'y. 7EE 1yy1 .1 NOT m 1L NoTE,.s I! I I I I I t ,11N'11 II lI I FLOOR PLRN. ELEVRTIONS d. MOTES r - II' ORTE SCALE REV: SHT.. OrTT p A�E2 fsT':'E 'MJL 3=22-91 SHOWN. W -26-M2 2) it n ti 7-0"�MIJ. .ii LI -u- MIN!' 7`01. -'MIN: 20-0 MAX T-0•. MIN: BEDROOM MIN: AREfr 7O'SF' . 4n7OPT _pRE`.SING OPT CLOSET a-, BEDROOM OFT.. CEN OPT_. OPEN. FOYER SEE NOTE. -2a MIN.. HABITABLE FREFT 70 5F' SECOND FLOOR PLRN SEE SHEET 3b, GENERAL NOTES'- 2, NOTES -13 & G17 FL7 i 1 f. li CLOSET II Ir I FIELD NOTES :•L 'EXTLRIOR CIGtiTS RRE'SHIPPED LOOSE FOR FIELD' IN TF1LLATIO`L'BY BUILDER, 2:' SIDTNOTOR"ENDS IS'.sHTPPEb LOOSE FOR -FIELD -INSTRLLATICN. BY SUILOFR, 3. STOOPS ST S. PA'WRAILS, (`UTTERS. DOWNSPOUTS. :7440 SPL BLOCKS.ARE' FIAZ'N[SHRrD-R`FI NSTAf.1 FpBY COB!I'i-EpSER' ACCCR♦OFlN;SE S71TN STATE G�f�/oR 'OCRL +. .BUILDL ' MI.�O.f5 F12E-OPTION4- T -n INST@A_U. O' BY 5. ./�=s101� FDR 11PFEmR° LEVELS F3i7PP.cD L005EF DR-. FIELD INSTFLLRPgN BY. BWLDtP 6- MASI1\4Y VENEER FOLTa<Jf4TI0N':SIDTY,-5lffLTEU Ate: IFSTALLED 8Y 13<IILDERi 7. TERMIN�A�TIIONg�HEIGNT OF RETI{ _ ECkiIMNEYS FIELD' TIUSGTEST PD➢1T'ti4EERTtIc�Y PRS5,.7777Th U3THE':.QGF' FUND RT' LEAST 7 14GF1<_R THT TME PcA.0 A.. iFC11RAGE TS `SPECIFIED.: DOOR AID FLOOR :F%RE THE alF LGQERS' RESFQ.45IBIL1.i.Y. - S. 'RIDGE VENT SHIPPED. LOOSE FOR FIELD INSTRLLATIQ4 BY BUILDM:5EE Ge,0R ,NOTES ='Z: NOTE, ilD..:.SHT �ab, FLOOR PLAN NOTES .L WINDOW F-MEG4"5�3 REQ°UI�FcEN.c?tT R4E TRADOORS R -E TION THOSE' . Z 06WS uiLL .IF ADDED"TO MG' IOE aR LIGHT 6 4X.. TION AS ROOM. SIZE5.CHANGE 3; SEE SHT 65 FORR;,FII.TEW�TE KITPE71.d BATH LAYCUTS: 4:WINJp'd5 RR. AVRILFITLE II M.51'53 TH5 . .LOCATED U4' OR �EXETAERRIS�V�1jFLL5�.�,q��1Og� D. S. G9LLlAJ:YIO`!.4".'C"-IL-T:FXCEEY':OEh10 6.: 'ELL ROOF PITCHES SHA«i7`ARE S/I2 LJN_E55 OI}ERHISE f�TEO .. .. .. 7. CATHEQiAL LE[L1,NL5 AYFtTtFBLE 11.7 MOSY Lt•1IT5: 8.' POMTICYRL FULJ_ 3/+ OR-1/2'EIATHS'RAY BE AODEO MTHW THE UNIT, MINIMUM ROOM,.DPIZNSI"o AREAS, LIGHT. VENT AMI. EGRESS FOR HR3ITR9LE .SPACES SMALL BE CO PLIED NIM 9. -iiALL NAY BE LOCATED. IN EP.ONT OR RFPR MODULE 10. THIS WM MAY 8E OMITTED' OR: EX794DED 7o FGRM: FNCH4 '. A.RY. . 1L SHUTTERS, PRE OPTIONAL.. lZ FOR LUSELS RID DATA: PLATE'LOCATION5, SEE GENERAL NOTES 2,:rK1TE -7. STT 3b, ]0. .3. GENERAL hUTES;.SEE.i,vr 14 FOYER MAY HAVE 7,6' MIN. CLG HGTH :OR. PEAT BE Cftk TO SECOND FLOOR CEILING. 15. TIPPER LEVZ RL3'f FiE SET FT-�{ 1.TTN'II,,OI.FF"tR OVeRY.F1\G LO«rR L49I7.. SEE PC FL.FLOOR KSIt I6: YT+E'NuY,fiR OF WINOOL75-':.SHOW?!N➢1 VARY HRi4 INDMOIllL FLOOR PLAY 17; LO«'Qi'LEYEL:FWY LOM1GER TMPN NEER. THIS "AREA: MAY CIE- IS, 'E FtABf7I3BlE' G[,-sFRGr ..' . .. _ . T.8: DOUBLE 1" HORIZONTAL VINYL 5IDING. SIVIO1PL-OTHER' 9Ti7ih"S,RRE. AVRILABL.E. . SPRCE. RESERVED FOR. THE NEW, YORK STAMP- OF 'PROYR Tt'Z WIDTH OF N[1.`'7ER'TREADS:ATA FL.�ODR PLAN NOTES CONT. R.. f-OINT•NOT MORE. 71114'12 ih'2ES IS ATTIC ACCESS ZZ -+07: FROM THE SIDE Wk-£ .TIE TREFC5 , 20. INTEGRAL G;RP.GcS •SEE. PRGE..9c_1 • -SC-2 FOR- �F`,�'(� F4�.F ARE 1d3RRGWER:_SHR,1 NOT EE.L.ESS DETAILS (NOT FOR NYI��� (:���� �®���Idllti l'1' ��rJI'6 TA.4 10 I.i'ES.A'V] THE MIrPMUM SEE FACE 9c_3 FOR NY, N 'l1J (,� DUST WIDTH ANY TREAD SHALL NOT BE 2L QT1 0PF11ING5'TIETITEtN TTE GARAGE AU" RESIDEN'C`. LESS THANK 5 INChES SITYL'L. BE EOUIPREO Mm A 45'NItUTE FIRE-RRTED DOO.R':RSSEMBLY EOUTI70 WITH A.Fn F-rt.riSrt f; ALTERNATE STRIRS SCALE: .MAX CSNTILEYER VR.IES :PER &',IC t LOAD d MOCLLE WIDTH. REFERENCE SECTICNi' 4.4- KTHI1: THE CRLC MANUAL. 10.0".Hifi - 4c57 M41LY ROOM: DEN �'KI.ICFErr "' oFr..eAm' PLAN W/TYP, OPT OFFSET SEE SHT 2E_1. F0.R OPT. ELEV14TIONS SCALE: 1'/8'=1'-0" 22. RT ILI17GSEE PoI 0. Ft � m�,-,, a w gpq RT*'1c 7 RUE Mus.T H.1E [1111. 2' CLaJI NL2 T0'COMaU5TIBLEEE 21 CROSSHATCHEDPPEA W FLOOR CLG IN9ICRTES AREA. TFIE GYP. 6D IIS GMITTED TO FLLOW 0`7'5ITE PEUM9LhG CfI0115 BY BALOM 2+, FOR OPTID!,�-L ELEVATICT SrSEE'SHT 2E_l. 25. MM ,MDT FOR STAIR OPENING.IS 3-0' 26. FOR GPTI0.`P_ -0.0SET CCNT-IGURA.TICNE SEE SHT 6T. .27,, w'RTER HEATER' [ElECIC ChLYI �F CRR4aL .WA OPTION IS CIFIE0._ 24 'CLERK WIDT'r1D'1. '«'ATER'hEHTFR ACCEE SS (79Y12IRC d' hTl 28. OIT) FOR UNITS LOCATED. IN SEISMIC. DESICH CATEGORY 00. OPENINGS`.EN-THE FLOOR OR ROCF.SHALL NOT.' EXCEED' 7UELL'E'.O2J' FEET' OR .130 PERCENT. Co- THE LEAST FLOOR OR -ROOF OIY,EN5ION 0�:5 -►o l o,)S. l �f Q_. Y ' >stnrtit°' MASTER. SERIES' TWO STORY MODELS FLOOR PLRN. ELEVRTIONS d. MOTES MUNCY HOMES, INC. 1567 PR ROUTE '4 .2 .. MUNCY, PR 17756- DRN BY ORTE SCALE REV: SHT.. OrTT p A�E2 fsT':'E 'MJL 3=22-91 SHOWN. W -26-M2 2) ELECTRIC CIRCUIT SCHEDULE SEE NOTES -7 AND -8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE No. DESCRIPTION WIRE BKR POLE No. SIZE U VALUE MATERIAL FINISH TYPE IDENT. N0. U VAL LIGHT VENT TYPE MAX. ALR. EGRESS MATERIAL SHGC IDFSlT. N0. U VRL LIGHT VENT TYPE MAX. FLA. EGRESS GLAZING RRER SF CLR. SF MATERIAL SHGC RRER SF CLR, SF 1 GFCI SMALL APPLIANCE 12-2 WIG 20 RMP SINGLE EXTERIOR DOORS - ALL GLF15S TO BE SRFETY GLAZING SUPERSERL ANDERSEN SILVER LINE SERIES 2 GFCI ° ° ° 1 36'x80' .200 - STEEL PTD BLANK 2257 .49-.33 578 296 SH -DH 72.25 - VINYL SH - DH SH - OH SH - CH SH - OH 2a GFCI SMALL APPLIANCE (OPT) 1R 770 57 •' 2 LITE 2265 .49-:33 _16-9-3.44 SH -DH 83.63 - VINYL OH -440 '�-0'39 C5=032 2259 ,31-31 593 - 5.4.3 281 - 3.07 SH -0H .7025 - 67 -BB - VINYL DH=432 SH=0.33 C5=030 2b GFCI SMALL APPLIANCE (OPT) IB •' 350 550 9 LITE 3037 .49-.33' 52 259 SH -OH 64.75 - VINYL 3D37 .31-31 533 - 495 243 - 2.51 SH -0H 60.75 - 6LSB - VINYL 3 GEN. ILLUM AND' OPT. HWEB TOE HTR 14-2 WIG 15 AMP 1C 35D BA15 LITE - 3449- .49-.33 8.42 421 SH -0H 10525 VINYL 3449 31-31 8.59 - B.09 422 - 427 SH -DH 100.50 - 101.11 - VINYL 4 GFCI BRTH(51. 12-2 WIG 20 RMP 1E) 351x80° 270 170 BLRN'K W/1 SIOELITE 3465 EGRESS _.49-.33 1158 584 SH -OH 144.75 5.8 VINYL 3837 .31-31 7.05 - 663 321 - 3.42 5H -OH 8425 - 8288 - VINYL 4o CACI WHIRLPOOL TUB (CPT) ]E 270 237 . 2 ESTE W/1 SIDELITE 3477 EGRE55 ..49-.33 1295 7.06 SH -OH 161.88 71 VNri 4237 31-31 791 - 7.47 3.6 - 382 SH -DH 90.00 - 93.38 - VINYL 4b GFCI -ADDITIONAL BATHS (OPT) IF 350 720 ° 9 LITE W/1 SIDE= 3aS7 EGRESS .49-.33 LL4 571 SH -DH 14150 5.7 VINYL 3565 EGRESS •31-.31 1219 - 11-55 5.81 - 513 SH -OH 14525 - 14436 5.8 - 61 VNri 4c GFCI ADDITICNRL BATHS (OPT) IG 36".K' 270 8.40 BLANK W/2 SIDELITES 3869 EGRESS .49-.33 14.11 71 5H -OH 176.38 71 VINYL 3859 EGRESS .31-91 .1205 - 11_44 5.71 = 6.02 SH -0H 14275 - 143.00 5.7 - 6.0 VNri 5 GENERAL ILLUMINATION 14-2 WIG 15 RMP 1H 270 427 ° 2 LITE WR SIDELITE5. 4257 EGRESS. .49-,33 1281 6.4 SH -DH 160.00 6.4 VINYL 4257 EGRESS .31-31 13.02 - 1241 616 - 6.46 5H -DH 15400 - 15513 62 - 65 - VINYL 6 "' LI 350 8.90 9 LITE W/2 SIDELITES 2486 .42-28 522 5:47 CSMNT fi525 - VINYL 7 ' 1J 3Ez�' 2(]0 - " BLANK CLASS C' 0 HOUR) 3036 .42-28 459 481 CSMNT S73B - VNYL 2548 - 0.32 541 4.46 C5MNT 67.53 _ VINYL 8 " ' ° 2 321x80" 200 - BLANK 3050 EGRESS .42-28 8.39 8.73 CSMNT 104-86 7E) VINYL 2935 0.32 4.76 415 CSMNT 59.50 - VINYL N RANGE 8-3 WIG 40 RMP DOUBLE 2A 710 SI " 2 LLTE 4848 .42-.26 10.44 1094 CSMNT 13050 - VINYL 2960 EGRESS 0.32 a52 836 CSMNT 106.50 8.4 VINYL NO pfi WATER HEATER 1D-2 WIG 25_ RMP 28 .350 550 9 LITE 9660 .49-33 2820 5.B0 PICT -DH 14500 - VINYL 29602 EGRESS 432 17.33 17.02 CSMNT ' 216.63 85 VINYL 11 WASHER (CPT) SEE NOTE n4 12-2 W/G 20 RMP SINGLE 2C 350 8.61 15 LITE 9558 .49-33 3010 5.86 BRY-5H-DH 1465D - VINYL 3436 0.32 4.89 3.5 CSMNT 61_13 - VINYL 12 DRYER' (OPT) SEE NOTES -4 d m6 1D-3 WIG 30 RMP DOUBLE 20 20D ' - BLANK CLASS "C' (1 HOUR) 9855 .42-28 22-U 915 C5MNT-BOW 22&75 - VNri 9759/9859 .31-31 30.78 - 29.70 7.24 - 7.78 PICT -SH -DH 161.00 - 195.50 - VNri N CDOKT.O'P (DPI IN LIEU ff CKT✓d) 1D-3 WIG 30 AMP 3 72"x60" 375 39.00 FRENCH 9862 .42-.26 2492 10.32 CSMNT-BOW 258.00 - VNTL 9558 .31-31 27.03 7.09 BRY-0H 17725 - VINYL NOTE sB SINGLE WALL OVEN COPT N Lg0 OF CKT.91 12-3 WIG 20 RMP 4 3G/3'x80' .200 - " DOUBLE 3'-0' INSULATED JELD-WEN 9862 .32-32 27.68 11.34 CSMNT-BOW 22B.75 - VINYL N r' DOUBLE WALL OVEN�(0PT N LIDl ff (xT.O B-3 WIG 40 AMP . 5 60'x6(1" 56-96 25M WOOD VINYL SLIDING GLASS 2257 .50-35 S4 291 SH -OH 6750 - VINYL -NEW YORK ENERGY NOTES 15 DISHWASHER (CPT) 14-2 WIG LS AMP SINGLE 6 72'x80° 3'.x.36 30.00 ° SLIDING GLASS 2255 50-35 � 62B 3.42 SH -DH 78.50 - VINYL 1B GRRBRCE DISPOSAL (OPT) 61 72'x80° 29 319 VINYL VINYL SLIDING GLR55 (SILVER LINE] 3037 50-,35 4.81 237 5H OH 5925 VNri 1. B lILDING THERMAL ENVELOPE COMPLIANCE REGARDLESS OF THE TYPE OF HEAT SHALL BE DEMONSTRATED BY COMPUTER SOFTWARE AS PROVIDED IN SECTION Nll0L41 - NYS REScheck. 2 NYS REScheck CALCULATIONS SHALL BE PROVIDED TO THE -AUTHORITY HAVING JURISDICTION BUILDER OR RETRIL CUSTOMER HAS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 3. INFILTRATION: WINDOWS AND DOORS R WINDOWS - 3 CFM PER SQUARE FOOT OF WINDOW AREA. B. SLIDER DOORS - 3 CFM PER SOURRE FOOT OF DOOR AREA. C. SWINGING DOORS - S CFM PER SQUARE FOOT OF DOOR RRER 4 FOR CRAWL SPACE, HEATED OR UNHEATED BASEMENT, FLOORS RND/OR FOUNDATION WALLS SHALL BE INSULATED IN ACCORDANCE WITH THE ENERGY CODE BY FIELD CONTRACTOR FIELD CONTRACTOR HAS THE OPTION OF PURCHASING 5. HVRCFLOORE UIPMENT SHALL COMPLYCE WITHTMSEECTIER O NTHE MODULAR HOME: M14OL3, WATER HEATERS SHALL COMPLY WITH SECTION P280L 6 HVAC AND WATER HEATING, PIPING AND DUCTS SHALL BE INSULATED AS REOUIRED IN ECTIONS Nll033. NUoa4. Nll03.21 7. WATER HEATERS WITH VERTICAL PIPE RISERS SHALL HAVE R HAT TARP ON BOTH THE INLET RIND OUTLET OF THE WATER HERTER UNLESS THE WATER HERTER HAS AN NTEGRRL TRAP OR IS PART OF R CIRCULATING SYSTEM. 8. THERMOSTATS TO CONTROL HEATING SHALL BE CAPABLE OF BEING SET FROM R MNNUM OF 55• TO 65• F. AT LEAST ONE THERMOSTAT OF THE PROGRRMRBLE TYPE (TO BE USED IN THE LARGEST HEAT ZONE) SHALL BE PROVIDED FOR EACH SEPARATE DWELLING UNIT (ELCT). FOR NON -ELECTRIC UNITS, ALL THERMOSTATS SHALL BE PROGRAMRSLE TYPE 9. FIREPLACES SHALL HAVE PROVISIONS FOR OUTSIDE RIR FOR COMBUSTION AND DAMPERS NOT TO EXCEED 2E) CFM OR TIGHT FITTING DAMPERS AND GLASS DOORS. GAS FIREPLACES SHALL HAVE AUTOMATIC IGNMOR 10. THE BUILDING ENVELOPE SHALL BE DURABLY. 5ERLED AND RIR LERKAGE TESTED (N110241 TO LIMIT INFILTRATION (TABLE N11024,D THE SEALING METHODS BETWEEN ' DIS5IMILRR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION THE FOLLOWING SHALL BE CAULKED, GRSKETED, WERTHERSTRIPPED OR OTHERWISE SEALED WITH AN RIR BARRIER MRTE:RIRL, SUITABLE FILM OR SOLID MATERIAL: ' L ALL JOINTS SEAMS AND PENETRATIONS. 2 SITE -BUILT WINDOWS, DOORS AND SKYLIGHTS. 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND TFIm2 RESPECTIVE JAMBS AND FRAMING. 4. UTILITY PENETRATIONS. 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE 6. KNEE WALLS. 7. WALLS AND CEILINGS SEPARATING R GARAGE FROM CONDITIONED SPACES. B. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. 9, COMMON WALLS BETWEEN DWELLING UNITS. 14 OTHER SOURCES OF INFILTRATION. RECE55ED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHRLL BE IC-RRTED, BEARING ASTM E283 MARK AND BE SEALED TO LIMIT RIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED 5PRCES IN RCCCRORNCE WITH SECTION N1102.4.5 LL INSULATION OF DUCTS SHALL COMPLY WITH SECTION N11032L DUCTS.LOCRTED OUTSIDE THE BUILDING ENVELOPE SHALL BE INSLLRTED ON SITE BY BUILDER ALL DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M1601.31 DUCTS SHALL BE SUPPORTED EVERY 10 FEET IN ACCORDANCE WITH SECTION MSB0132 OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. IN THE R MEANS RETURN A ryyRC SYSTEM SBHRL PROVIDEDRN AIR SYSTEM. BALANCING RIR RNID WATER SYSTEMS TESTED FOR DUCT-TIGHTNES5.PER N110122 I• FRAME WALLS, FLOORS AND CEILINGS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE SHALL BE PROVIDED WITH AN APPROVED VAPOR RE6RROER HAVING R MAXIMUM PERM RATING OF 1.0. THE VAPOR RETARDER SHALL BE INSTALLED ON THE WRRM-N-WINKER SIDE OF INSULATION. 13. MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN RCCORORNICE WITH THE MANUFACTURER'S INSTALLATION MATERIALS RIND EQUIPMENT SHALL BE IDENTIFIED SO COMPLIANCE CAN BE DETERMINED. 14. MANUFACTURER MANUALS FOR ALL INSTALLED HEATING, COOLING AND WATER HEATING EQUIPMENT SHALL BE PROVIDED. 15. RIGID FORM INSULRTIOM WHERE SPECIFIED; SHALL HAVE R MIN RGED R -VALUE OF 5.0 AT 75 MEAN TEMP. PER LAYER. 17 MICROWAVE (OPT.) 6R 96"x80^ .56-36 4491 WOOD VINTL SLIDING GLASS 3449 50-.35 794 3.99 SH -DH 99.25 - VINYL 18 TRASH COMPACTOR (OPT) 14-2 W/G 15 RMP SINGLE 7 fi0'z80" .47-35 1840 •' SWINGNG PATIO 3465 EGRESS .50-35 .11-03 5.67 SH -OH 137.88 57 VINYL 19 RADON SYSTEM ATTIC FAN (OPT) 14-2 WIG 15 AMP SINGLE 8 72"x80" .47-35 2390 " " " '• 3477 EGRESS 50-35 1336 6.93 SH -OH 167.00 6.9 VINYL 20 -GENERAL ILLUMINRTLON aan xmmev w.1_ �.s " 3857 EGRESS .50-35 10.85 5.65 SH -OH 135.63 5.7 VINYL DH=432 " ° ^ 3869 EGRESS .50-35 1350 6.90 SH -DH 168.75 69 VINYL 5H=034 22 42� EGRESS .50-35 1221 611 5H -OH 15263 61 VINYL C5=0.27 23 2488 .42-.32 4.69 5.46 CSMNT Sa63 - VINYL PIC=036 24 3036 .42-32 450 519 CSMNT 5625 - VINYL 25 " " INTERIOR DOORS 3060 EGRESS .42-.32 627 927 CSMNT 10338 7-5 VINYL 26�� �� �� �� ° 9 18•'x80^ - - WOOD PRE -FIN SWINGING 4848 .42-32 9.38 1092 CSMNT 117.25 - VINYL 27 " " 10 24"x80' C45 .42-.32 2820 1679 CSMNT-BOW 35250 - VINYL 28 ^ ^ •� ^ 11 30"x80" - - " " 9660 .50-35 31-49 7.22 PICT -DH 180.50 - VNYL 29 12 32'x80" - . - 18-40-18/46 SO -35 2459 624 PICT -SH -OH 156.00 - VNri 3E) 12 94"x80' - - 18-44-18/46 50-35 2594 624 BRY-SH-OH 15600 - VINYL 31 AIR HANDLER (OPT) 14-2 WIG 15 AMP SINGLE 13 36"x60" - - 3462 .49-33 14.64 - CHLRLET* - - VNri 32 CCNDENSOR (OPT) - 10-2 WIG 30 RMP DOUBLE 14 48"x80' - - BY-PRSS SLIDER 34x235xS75 .49-33- '956 - CHALET - - VINYL ' 33 FURNACE -FACTORY INSTALLED Fn (OPT) 14-2 WIG 15 RMP SINGLE 15 '24°x80' - - BL -FOLD 7175.625x145 .49-.33 522 - RANCH _ _ VINYL FXD=t).36 ' 34 FURNACE - FIELD IN57RLLED (OP.T) 12-2 WIG 20 RMP SINGLE 16 30".8(1' - - " 725x725.14.75 .49-33 5.49 - RANCH - - VNri ' 35 RIR CONDITONER (OPT) 12-2 WIG 20 RMP DOUBLE 17 36°.80" ANDERSEN 36 RESERVED 18 48'x80" - - 2257 0.35 498 3.� DH 6275 - WD -VINYL 37 RESERVED 19 BINSO" - - 3037 435 4.46 258 OH 55.75 - WD-VNTL 38' RESERVED 20 72'x80" - - ^ 3449 035 7.48 472 DH 9350 - WO-VNTL 39 RESERVED 21 48"x80' - - WOOD/MIRROR BY-PRSS SLIDER 3465 EGRESS 0.35 1448 S.88 DH 13LOO S9 WO -VINYL '40 RESERVED 22 24"x80' - - WOOD POCKET 3476 EGRESS 0.35 1272 7.13 DH 159.00 71 WO -VINYL OH=029 41 RESERVED 23 30"x80' - - " 3857 EGRESS 0.35 1031 573 DH 128.88 5.7 WO -VINYL H-1 ELECTRIC HEAT 12-2 WIG 20 RMP DOUBLE 24 46'x80" - - " FRENCH 3869 EGRESS 0.35 1289 5.73 OH 14325 5.7 WO -VINYL H-2 " 25 6P1W° - - ° 4257 EGRESS 0.35 1164 641 OH 14550 64 WO -VINYL H-3 " 26 72'.W" - - ° 2936 034 520 4.80 CSMNT 65.00 - WO -VINYL H-4 27 48"x80' - - " DOUBLE 2960 EGRESS 034 920 8.40 CSMNT llS0- 7b WD-VNTL H-6 ^ ^ oor camas a1_ e� " 28 60180" - - '• S760 EGRESS 034 16.30 16.70 CSMNT 228.75 7.6 WO -VINYL CS=030 H-6 29 72'x80" - - " " 11460 EGRESS 034 36.60 3140 CSMNT 45750 7.6 WD -VINYL PIC=032 DOORS AND WINDOWS MAY HAVE SUBSTITUTE. MANUFACTURERS, BUT SHALL COMPLY WITH THE 9657 0.35, 25.84 624 PICT -0H 15100 - WD -VINYL H-8 " APPLICABLE ENERGY CODE, STRUCTURAL AND EGRE55 REQUIREMENTS. 9855 034 2160 9.60 CSMNT-BOW 240.00 - WO -VINYL I.S. FOR'RTTIC SPACES WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE, THE FOLLOWING OPTIONS SHALL APPLY: R- THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WI•rHIN THE ATTIC SPACE THE WALLS SURROUNDING THE STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER. ELECTRICAL NOTES: 7008 NEC ETF TRI RI NOTFS: ANDERSEN - 200 SERIES 1. WHEN CIRCUITS REOUIRED WILL NOT FIT IN A SINGLE PANEL BOX, - 2430 0.30 4.08 255 OH 5100 - WD -VINYL TFIE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS. R SUB -FEED SHALL BE REQUIRED. SEE STT 68. L EXTERIOR RECEPTACLES: B- THE FACTORY MAY ENCLOSE THE STRD25 ON LEVEL BENEATH ATTIC SPACE. 2. EXTERIOR RECEPTACLES SHALL BE INSTALLED AT THE FRONT RIND REAR )'SHRILL BE INSTALLED AT THE FRONT R(m REAR OF THE DWELLING 3449 EGRESS 0.30 6.46 OH 140b3 65 WD -VINYL Q29 TTit WALLS Sl1RROUNDING THE STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER. - OF THE DWELLING AND SHALL BE WEATHERPROOF FIND GFCI PROTECTED. b) SHALL BE COVERED BY AN 114 -USE" WEATHERPROOF ENCLOSURE .1L25 17. FOR BASEMENTS REMAINING UNCONDITIONED SPACES, THE BUILDER SHALL ENCLOSE THE BASEMENT STRL2S. EXTERIOR RECEPTRCLES SHALL BE ON R GENERAL IT I UMINRTION CIRCUIT. ) SHALL BE TRMPER-RESISTRNT AND WEATHER RESISTANT 3050 EGRESS 0.30 10.52 6.09 OH 131.50 6.1 WO-VNri THE'WRLLS SURROUNDING THE BASEMENT STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER. EXTERIOR RECEPTACLES SHALL NOT BE ON R CIRCUIT THAT HAS RECEPTACLES d) SHALL BE GFCI PROTECTED. e) M)"� THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS. FOR BRTHROOMS OR R SMALL APPLIANCE CIRCUIT. EXTERIOR RECEPTACLES OTHER THAN THOSE REQUIRED BY THE NEC ARE SHALL BE ON R GENERAL ILLUMINATION CIRCUIT, f) SMALL NOT BE ON R CIRCUIT THAT HAS RECEPTACLES FOR BATHROOMS OR 2257 51 3.1 OH 63.75 - WD -VINYL BASEMENT WALLS ASSOCIATED WITH CONDITIONED BASEMENTS 5HRLL BE INSULATED FROM THE TOP OF THE BASEMENT 18. NOTE OMMTTTER AVAILABLE ASAN OPTION. R SMALL APPLIANCE CIRCUIT. ,49-32 19. R PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE FT FCTRICRL DISTRIBUTION PANEL AFTER THE 3. REFRIGERATOR. RECEPTACLES ON SMALL RPPLIRJCE BRANCH CIRCUITS PRE NOT 9) ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REQUIRED BY THE 3037 .49-.32 3.7 22 DH 4625 - WO -VINYL BUILDING IS COMPLETED AND READY FOR OCCUPANCY. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER REQUIRED TO BE GFCI PROTECTED. NEC MAY BE RODEO AS AN OPTION ALL 9449 7.5 43 DH 93.75 - WO -VINYL OR REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING. 4. LAUNDRY CIRCUITS.RRE STANDARD IN CRAWL SPACE UNITS. 15. OPTIONAL CEILING LITES OR FAN LITES MAY REPLACE SWITCHED RECEPTRCLES. 2 GARAGE RECEPTACLES MUST BE GFCI PROTECTED (INCLUDING GARAGE DOOR OPENER). 3. ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 15 AND 20 AMP OUTLETS INSTALLED N 3465 EGRESS •49_•32 10.6 5.9 OH 13250 S9 WD -VINYL THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VRLUES OF INSULATION INSTALLED IN OR ON THE-CEILING/RCOF, WALLS, FOUNDATION (BASEMENT WALL. CRRWLSPRCE WALL AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES: CEILING FAN LITES MAY REPLACE CEILING LITE5 PROVIDED THE LIGHT IS SWITCH -WIRED DWELLING WITS SHALL BE PROTECTED BY R COMBNRTIGN-TYPE RRC-FFAJLT CIRCUIT .49-32 DH=0.36 U-FRCTORS FOR FENESTRATION. 1 INDEPENORNTLY OF THE FRN MOTOR 'INTERRUPTER(5). EXCPTNS: BASEMENTS, KITCHENS. GARAGES, 6 BATHROOMS. (E3802 -U RCNYS] 3476 EGRESS .49-32 129 72 OH LSL25 72 WO -VINYL WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT. THE CERTIFICATE SHALL LIST THE VALUE COVERING WHEN GAS APPLIANCES ARE •6. CIRCUIT SCHEDULE REFLECTS ELECTRIC RAM TERS - 4. GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS OF A UTILITY. WET -ERR OR LAUNDRY SINK. 3857 EGRE55 10.4 5.8 OH 13400 58 WO-VNri THE LARGEST AREA USED, THE WIRE, BREAKER RIND POLE PARAMETERS USED SHALL BE THE SAME R5 U S SWITCHED RECEPTACLES MUST HAVE ONLY 1 -OUTLET OF THE RECEPTACLE SW1TCFiED TO "REQUIRED" .49-.32 THE CERTIFICATE SHRLL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING AND SERVICE WATER HEATING EQUIP. FOR. R GENERAL ILLUMINATION CIRCUIT OR MRNIUFRCTURER'S INSTALLATION INSTRUCTIONS. OURLIFY FOR R RECEPTACLE FOR RECEPTACLE SPACING REQUIRE[) BY CODE 6 BALCONIES, PORCHES, AND DECKS OVER 20 50 OUTDOOR 3869 EGRESS .49-.32 13.0 72 OH 16250 72 WD -VINYL INSULATION R -VALUES, U-FRCTORS, EFFICIENCY RATINGS OF FACTORY INSTALLED EQUIPMENT SHALL BE ON THE 7. 2002 AND 2005 NEC - ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 15 R40 20 AMP OUTLETS INSTRLLED IN DWEII ING UNIT BEDROOMS SHALL BE PROTECTED BY RN FT SHALL BE PROVIDED WITH AN RECEPTACLE. 4257 EGRESS .49-32 1L7 6.5 OH 14625' 65 WD-VNri MANUFACTURERS REScheck AND/OR DATA PLATE 20. ALL WORK DONE ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION RRC-FRULT CIRCUIT INTERRUPTER(S). FOR 2008 NEC COMPLIANCE. SEE 2008 NEC 7 ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LB. IXCEPTIIXN: IF THE LIGHT WEIGHS 6LSS OR LESS, R STANDARD BOX MAT BE USED. 3037 .47-31 4.7 4-5 CSMNT Sa75 - Wo-yINTL 2L SDR OF ALL PERMFT�NITLY NSTRLLED LAMPS SHALL BE HIGH EFFICACY LAMP, CFL5 SUPPLIED RIND �ldnU ELECTRICAL NOTES. NOTE =3 FOR ADDITIONAL REQUIREMENTS, ALL 125 -VOLT, LS BE INSTALLED BY OTHERS SHALL SATISFY THIS REQUIREMENT. {'FTC WN( 8. NOTE OMITTED. 'a (OE1 SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED a RIND 20 RHP RECEPTACLES INSTALLED N DWELLING WITS MUST TAMPER-RESISTRNR RECEPTACLES. 3061 EGRESS .47-31 8.5 79 CSMNT 111625 79 WC -VINYL 22 ATTIC ACCESS HATCHES AND DOORS SHALL BE WERTHT72-STRIPPED AROUND THEIR PERIMETER RIND INSULATED TO MEET THE SAME R -VALUE AS THE SURROUNDING CEILING. BY RRC-FRULT CIRCUIT INTERRUPTER RLL SMOKE ALARMS SHALL BE SUPPI IED 9• RLL DWELLING WITS SHALL HAVE R COMMUNIICATION'S OUTLET. IF NOT PROVIDED BY 5661 EGRESS .47-31 17.0 15.8 C5MNT 21250 79 WO -VINYL CS=0.33 23. REFERENCE TABLE NllOL4 FOR CLIMATE ZONES BY COUNTY, BY CIRCUITS DEDICATED TO SMOKE RLRRM EQUIPMENT. MANUFACTURER, IT WILL BE PROVIDED AND INSTALLED CN -SITE BY OTHERS. 11451 EGRESS 34.0 3L6 C5MNT 425.00 79 WO-VINYL�p,yp[THE *_W. THE rONCH CONNECTION IC THE SMOKE TED B BRANCH CIRCULI O THE POWER SERVICE BE MALARNICRLLY PROTECTED BY ON 14 HYDROMASSAGE TUBS (WHIRLPOOLS) = ALL RECEPPS W/I 5 FT OF THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED. IF THE WHIRLPOOL IS CHORD/PLL%'. CONNECTED. THE 9458 ,47-31 25.2 62 PICT -DH 15520 - WO -VINYL SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 120 MUTT D BR CH CIN DEVICES. 14 (ME] SMOKE REARMS SHALL NOT B� PLACED ON �f1NCH CIRCUITS PROTECTED BY RRC -FAULT CIRCUIT INTERRUPTER. ALL SMOKE REARMS SHALL BE SUPPLED OUTLET MUST BE READILY ACCESSIBLE, W/I 12" OF THE ACCESS. FACING THE ACCESS. 1_1. LAMP HOLDERS INSTALLED N WET OR DAMP LOCATIONS SHALL -BE OF THE WATERPROOF TYP . 9855 .47_91 .47-31 282 128 C5MNT-BOW 320.DO - WO -VINYL 33`SECN,SHALL - BY BRANCH CIRCUITS DEDICATED TO SMOKE ALARM EOLAPMENT• - 'F. CENTURY SPECIALTY �f/ZS/10 1L SEE DRAWING 3b FOR ADDITIONAL ELECTRICAL NOTES, IZ SEE ALSO 2008 NEC NOTES FOR ADDITIONAL REC RECMNT'S (PER STATE SHOWNL G a7TN„ VENT AND - NOTES: L FOR EGRESS WINDOWS, THE MINIMUM WIDTH CLEAR OPENING SHALL BE 20". 2424 0.57 222 - OCTAGON - - nm _ oEPaaT(n48 of sralL CO DES DWION 2 FOR EGRESS WINDOWS, THE MINIMUM FREIGHT CLERR OPENING SHALL BE 24". 7E) atanN'r, M'72731-Dont ' 1 FOR EGRESS WINDOWS. THE MINIMUM NET CLEAR OPENING SHALL BE 57 5F 6A SF MIIJ. FOR GROUND LEVEL OPENINGS]. 2424 271 OCT ��sla�m2,mj�o,�az+jlm_e sy�nemy�y�u vc t aa/ MRSTER SERIES 4. AGGREGATE GLAZING AREA OF HABLTRBLE SPACES (MNG, SLEEPING, EATING OR COOKING) 31 - -FIXED - - VNTL 437d�„N•-1_/k wwu�.rsx> uomeoom SHALL BE 8% OF THE FLOOR RRFA WITH 4$ OPENING. FOR VENTILATION 2424. 34 225 219 OCT-OPER 2813 - VINYL 028 ^+`•a^dmm�^"^^xm^'°^m°o""�m°+m^°n.^^�•� R MODELS WALL COVERING SCHEDULE S. FOR MEMS, ANY ROOM SHALL PURPOSE OF DETERMINING LIGHT AND VENOM SKYLIGHTS" ° ' °° ° "m�amraam>a�." WHEN AT LEA BE CONSIDERED AS R PORTION OF AN ADJOINING ROOM WF♦E14 RT LEAST 1/2 OF THE AREA OF ONS THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 2222 ,55-39 264 - SKYLIGHT - - CLAD SCHEDULES & NOTES WALL COVERING STUD SPACING 110 OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT LESS THAN 25 SURAE FEET. MUNCY HOMES, INC, 6. SEI: NOTE -10, DRAWING 7e1, NOTE =8, DRAWING %1,1 FOR EXTERIOR GLASS DOORS RIND 2230 ,55-39 372 - SKYLIGHT - - aFlO - 1_4° WOOD PANELING 16° O.C. WINDOWS STRUCTURAL RECUIREMENITS IN 110 - 120 MPH WIND ZONES. 2246 SS -39 5.89 - SKYLIGHT - - CLAD 7. DP RATING'S FOR EXTERIOR GLASS DOORS AND WINDOWS FOR UNITS SITED DJ_ ON THE R5 -BUILT FLOOR PLANS. SH 1567 PR ROUTE 44.2 1_2" or 5/8" GYPSUM BOARD lfi• O.C. OR 24" O.C. 110 - L20 MPH WIND ZONES ARE LOCATED 8. OPELOWESBTLPARITNOFWTHEOCATED MORE 72' ABOVE S THE ED 24, STHE SINGLE -HUNG: UMBER OH = DOUBLE+LING• STD DOUBLE C5MNT = CASEMENT, VRL.UD PICT = PICTURE F REDVEADE WNDOW CCLERR-OOPENING R MINIMUMFINISHED AT LEFT INDICATES PANE U NUMBER AT RIGHT INDICATES LOW E MUNCY, PR 17756 1_4" or 3/8" GYPSUM BOARD 12" D.C. OR 16° O.TAIN C. FLOOR OF THE ROOM IN WHICH THE WINDOW I5 LOCATED. IF THE WINDOW CLEAR -OPENING DOES NOT MEET THESE PERRMETERS, THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SECTION 86132 (2CO6 IRC) or R6122' (2009 IRC). (NOT NYS), ' DRN BY DATE SCALE REV. SAT. N0. 1/2" VINYL COVERED GYP. BD. I6" O.C. OR 24" O.C. 9. RLL WINDOWS REQUIRE FLASHING. - - DRTRBRSE NAME MJL 1 3-22-91 1 NONE 10-15-2010 3- 03\3a_ny06 U GENERRL NOTES - 1 GENERRL NOTES - 2 PLUMBING NOTES ELECTRICRL NOTES SEISMIC DESIGN NOTES GENERRL FIELD. NOTES ELECTRICRL FIELD NOTES 1. WALL RNID CEILING FINI5HE5 SHALL HAVE A L WATER HEATERS W ENCLOSED SPACES 5HRLL HAVE 2" L DWV LINES 5HAL BE ABS SCHEDULE 40 COMPLYING 'L WIRING SHALL BE IN ACCORDANCE WITH THE LATEST 1. DETRCHBD ONE AND TWO FRMILY DWELLINGS LOCATED L WHERE ADJOINING MODULES THRT HAVE GAPS OF L8" L INTERMDOULE CONNECTIONS: . LRME SPREAD RATING OF NOT GREATER THAN 200. MIN CLFRRRNCE OR FINISH 5HRLL HRVE FLAME SPREAD WITH RSTM 0 2661 OR PVC SCHEDULE 40 COMPLYING ADOPTED NEC AND INSPECTED IN PLANT B7 AN IN SOC C ARE EXEMPT FROM THE SEISMIC R MORE, FIRE5TOPPING 5HRLL BE PROVIDED RNID R- BASEMEN MODELS - ELECT. CONNECTIONS BETWEEN 2 EACH DWELLING SHALL HAVE A MRIN EXIT DOOR RATING OF LESS THAN 25. WITH ASTM D 2665 OR COPPER OWV COMPLYING WITH APPROVED DUALITY ASSURANCE AGENCY. REQUIREMENTS OF THE RCNYS. SEE R301_22 EXCEPTION INSTRLLED RT FILL CEILING AND FLOOR,. LEVELS BY MOOULE(5) PND PRNEL.BOX ARE BY DIRECT HOOK-UP TO. THIS DOOR SHALL BE SIDE HINGED, NOT LESS THAN 2- OPT. FACTORY BUILT FIREPLACES 5HRLL BE LISTED, A5TM B 306. 2 WIRING SHALL BE TYPE NMB. SECTION R3012_Z4 SHALL BE COMPWITH WHEN LIED THE BUILDER AND/OR SET-UP CREW ON SITE. THE PANEL BOX WIRES SHALL BE LABELED. 3 FEET W WIDTH AND 6 FEET 8 INCHES IN HEIGHT. LRBEI AND INSTALLED IN ACCORDANCE WITH THE PLASTIC PIPE (DWV) MAXIMUM HORIZONTAL SUPPORT 3 CIRCUIT BREAKERS SHALL BE RATED AT 10,000 AIC. USING. THE PRESCRIPTIVE PORTIONS OF THE RCNYS. THE TYPE, THICKNESS AND INSTALLATION OF MATERIAL B- 2 STORY MODELS - SECOND FLOOR WIRES ARE' COILED 3 EXTERIOR WALL FIRE RRTING AND DISTANCE CONDITIONS OF LISTING. FACTORY BUILT FIREPLACE5 SPACING - 4'-0". 4. CONDUCTORS. DEVICES AND EQUIP. SHALL BE LRBFI SEE R301_2.2 SERVING RS R BARRIER TO THE UNOBSTRUCTED UNDER THE FLOOR OF ERCH MODULE THESE WIRES SHALL SEPARATION - SEF SECTION R302 d TABLE R302.1 SHALL BE TESTED IN ACCORDANCE WITH UL 127. MAXIMUM VERTICAL SUPPORT SPACING - EACH STORY RNID/OR LISTED BY AN APPROVED TESTING RGENCY AND TOWNHOUSES RRE LIMITED TO SOC B. MOVEMENT OF FLAMES FIND PRODUCTS OF COMBUSTION BE FED THROUGH PRE -DRILLED HOLES W THE FIRST 4. = T G HEIGHTS SHALL CONFORM TOSECTIONR30E EXT. RIR SUPPLY SHALL COMPLY WITH SECTION R1OOS. HEIGHT AND PIPING SHALL HAVE A MID5TORY GUIDE INSTALLED IN RCCOROANCE WITH LISTING, IRREGULAR BUILDINGS SHRLL REQUIRE A RAN SHALL BE APPROVED BY THE AUTHORITY HAVING FLOOR ENOWALL TOP AND SOLE PLATES IN STUD S. DWELLING UNITS IN TWO-FRMILY DWELLINGS SHALL BE 3 HVRC AND FIREPLACE CHIMNEY FIND CONNECTORS SHALL COPPER PIPE MRXIMUM HORIZONTAL SUPPORT MANUFACTURER'S INSTRUCTIONS RND APPLICABLE CODES. SPECIFIC PNRLYSIS. JUR15DICTIOR CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR 'SEPARATED FROM EACH OTHER BY WALL AND/OR LOOK COMPLY WITH NFPR 211 SPACING - 6'-0". S NONMETRLLIC SHEATHED CR6L 5HRLL BE SECURED AT WOOD FRAMED BUILDINGS SHALL BE LIMITED TO Z MANUFACTURER HAS OPTION OF OMITTING PORTIONS WIRE DROPS. RSSSEMBLIES OF NOT LESS THAN 1 HOUR FIRE q.- BATH FAN OUTPUT 50 CFM MIN KIT. EXH 100 CFM' MIN MAXIMUM VERTICAL SUPPORT SPACING - EACH STORY MEMBERS NOT 155 THAN 1 L4' FROM EDGE OR SHALL THREE STORIES ABOVE GRADE OR THE LIMITS GIVEN OF/OR COMPLETE ROOF, CEILING RHD/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH S. SAFETY GLAZING SHALL BE USED WHERE REQUIRED BY HEIGHT BUT SHALL NOT EXCEED 10'-0". BE PROTECTED WITH 136" THICK STEEL SLEEVE OR W TABLE Rfi02101 SEE R30L2241 SECTIONS OF MODULES. ff BUILDER WANTS TO DROPPED TO 6RSFUIEN SHALL BEWTTERCONINECTED ON ASTM ELIE. FLOOR -CEILING R55EMBLIES SHRLL EXTEND SECTION R308,4. 2. WATER SUPPLY LINES SHALL BE TYPE L CCPPER PLATE. CABLE PASSING THROUGH NOTCHES 5HRLL BE Z SDC DO RPPLIES TO CLINTON AND FRANKLIN CONSTRUCT SAME IN THE FIELD. DESIGN OR SITE BY THE BUILDER TO AN BE TIGHT AGRINST THE EXTERIOR WALL FIND 6- ENCLOSED ACCESSIBLE SPACES UNDER STAIRS SHALL COMPETING WITH ASTM 0 88- 'PROTECTED WITH A 1/L6" THICK STEEL PLATE. COUNTIES. THE NORTHWEST CORNER OF ESSEX VERIFICATION OF DESIGN. SHP.LL BE BY A P.E OR RA C- CAPE MODELS - MANUFACTURER PROVIDES JUNCTION WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE HRVE WALLS, UNDER STAIR SURFACE AND ANY COPPER LINES MAXIMUM HORIZONTAL SUPPORT NONMETRLLIC SHEATHED CABLE 5HRLL BE SECURED AT COUNTY AND MOST OF ST. LAWRENCE COUNTY. IN ACCORDANCE WITH GOVERNING CODES, TD ENSURE BOXES IN CEILING BEHIND KNEEWWALL FOR GENERAL OF THE ROOF SHEATHING. FOR FLOOR R55 MBLY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH SPACING - 6'-0". 4'-6" MAX. WITHIN 1'-0" OF OUTLET BOX CHECK WITH THE AUTHORITY HAVING JURISDICTION ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION, SMOKE DETECTOR AND HEAT CIRCUITS SUPPORTING CONSTRUCTION, SEE R317.LL R MINIMUM 1/2 INCH GYPSUM BOARD. MAXIMUM VERTICRL SUPPORT SPACING - EACH 6. RECEPTRCLES SHRLL NOT BE LOCRTED OVER ANY PART W THE MUNICIPALITY FOR SEISMIC DESIGN CATEGORY. CAPABILITIES OF THE LORD BEARING WRLLS. ON SECOND FLOOR BY THE BUILDER G GRRAGES AND CARPORTS SHALL COMPLY WITH 7• THIRD PARTY LABEL, TN5IGWR OF APPROVRL AND DATA STORY HEIGHT BUT NOT TO EXCEED 10'-O". OF ELECTRIC BASEBOARD HEAT UNITS. 3 JOISTS SHALL BE SUPPORTED LATERALLY. DESIGNER SHALL CONTACT THE MANUFACTURER TO ELECTRICAL MRTLS TO COMPLETE THE SECOND FLOOR SECTION R309. PLATE SHALL BE AFFIXED TO THE KITCHEN RRNGE CPVC COMPLYING WITH RSTM 0 284E MRY BE 7. IN KITCHENS R RECEPTACLE OUTLET SHALL BE SEE RSO -2.7. VERIFY THE SI2E, SPECIES, GRROF, AND O.C. SPACING SHALL BE FURNISHED AND INSTRLLED BY THE BUILDER Z RLL MRTERIFlL, ASSEMBLY, CONSTRUCTION AND CABINET. WHEN A MODULE DOES NOT HAVE R CLOSET, USED R5 RN RLTERNRTE MATERIAL INSTALLED RT EACH WALL COUNTER SPACE THAT IS 12" IN SDC CO. SOLID BLOCKING SHRILL BE PROVIDED RT OF LORD BEARING MEMBERS. MATERIALS TO W ACCORDANCE WITH GOVERNING CODES. SEE NOTE =2B. EQUIPMENT SHALL COMPLY WITH THE RESIDENTIAL ADOITIONAL LABELS -SHALL BE AFFIXED TO THE CPVC LINES MAXIMUM HORIZOV,12,L SUPPORT OR WIDER RECEPTACLE OUTLETS SHALL BE IN5TRLI FD EACH INTERMEDIATE 5UPPORT. SEE R5OZ7 EXCEPTION COMPLETE .OMITTED AREAS SHALL BE SUPPLIED AND D- RAISED RANCH MODELS - FOR SITE INSTRI IED CODE OF NEW YORK STATE FIRE RATINGS 51-iRLL BE KITCHEN RANGE CABINET. WHEN THE KITCHEN CABINET SPACING - 5-0"' 50 THAT NO POW( ALONG THE WALL LINE IS MORE 4. WHEN THERE IS R CANTILEVER AND THE RIM JOISTS INSTALL -ED B7 THE BUILDER W AGCORDRNCE WITH DEVICES AT ENTRY, Le. SWITCHES, RECEPTACLES, ETC. *STUBBED INDICATED BY APPROVED AGENCY DESIGN NUMBERS AND IS INSTALLED ON SITE B7. THE BUILDER, LABELS AND MAXIMUM VERTICAL SUPPORT SPACING -EACH THAN 24" MEASURED HORIZONTRLLY FROM R RECEPTACLE ARE SPLICED, THE RIM JOISTS SHRLL BE SPLICED GOVERNING CODES. WIRES ARE EITHER TO BASEMEN OR COILED ARE DETAILED ON DRAWINGS) 9. DATA PLATE SHALL BE AFFIXED IN R CLOSET OR W STORY HEIGHT AND PIPING SHALL HAVE A MIDSS-LINKUIDE ONTO W THRT SPACE. SEE EXCPTN UNDER E380L41 USING R GALVANIZED METAL TIE NOT LESS THAN 3. IF BUILDER WANTS TO CONSTRUCT, FABRICATE AND FOR SITE INSTALLATION OF DEVICES BY THE BUILDER. E- WHEN CIRCUMSTRNCES-REOUIRE CONNECTIONS OF WIPE 8. INSTALLATION OF SMOKE ALARMS AND SECTIOTIC SPRINKLER SYSTEMS SHELL COMPLY 8313 ANOTHER KITCHEN CABINET. WHEN R MODULE HRS NO CABINETS CLOSETS. LABELS RND DRTR PLATE CROSS-LINKED POLYETHYLENE (PER) COMPLYING 8. KITCHEN COUNTERTOP. S Hd200M: GARAGE AND EXTERIOR RECEPTACLES SHRLL BE GFCI PROTECTED. (5) 0. 0" 3 AND 1' 1 (9) WIDE FASTENED L/2* WITH (6] 0162" x 3 L2" R (9) 0131° z 3 L2° ATTACH ELEMENTS, TO PORCHES, CARPORTS, GARAGES, ETC. IN THE FIELD TO R LORD BEARING EXTERIOR WALL. BETWEEN'MODULES, R JUNCTION BOX 5HRLL BE LOCATED CESECTION 9. CONCEALED ISRAEL BETWEEN FLOOR/CELT 5HRLL BE AFFIXED IN R -CLOSET OF ANOTHER MODULE R W� ASTM F ART BE USED RS RN KITCHEN FIND BATHROOM RECEPTACLES 5HRLL BE ON NAILS ON ERCH SIDE OF THE SPLICE OR A BLOCK DESIGN OR VERIFICATION OF DESIGN 5HRLL BE BY R UNDER THE FLOOR 0R NEAR THE ATTIC ACCESS_ SHRLL BE AT 1000 SF 10 RSO?l? R5 BUILT FLOOR PLANS FOR USE BY THE AUTHORITY TE ALTERNATE MATERIAL- 20 RMP GFCI CIRCUIT(S). THIS SAME SIZE AS THE RIM JOIST R SUFFICIENT PE R R.R.RW ACCORORNCE WITH GOVERNING CODES. ALL CONNECTIONS SHALL BE MADE ON SITE B7 BLDR.. INTERVALS. INITERVALS. SEE SECTION 850212 MATERIALS TIN AT HFIVING JURISDICTION 5HRLL SHOW RCTURL LOCATION CR055-LINKED POLYETHYLENE SIX) LEWES .MAXIMUM 9. FOR WHIRLPOOL TUB OPTIONS, WIRING SHALL BE IN LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE W ORDER TO ENSURE DESIGN DOES NOT EXCEED THE G- SEE MANUFACTURERS SETUP PROCEDURES MANUAL SHALL COMPLY WITH SECTION OF THE INSIGNIA OF RVE HORIZONTAL SUPPORT SPACING - POPWITH MANUFACTURER'S INSTRL(ATION AT WHICH THE SPLICE OCCURS FRSTENED WITH LORD CARRYING CRPMBILITIES OF THE LOAD BEARING Z R= 5MOKE-DETECTOR WIRES DROPPED FROM EACH FLOOR ' '10. FLREBLOCKING SHALL BE PROVIDED DED INC INS. 8. EXT. CRISES 5HRLL 47RVE INSULATION ANO DRYWALL MAXIMUM VERTICAL SUPPORT SPACING -ERCH TNG WSTRA RND SHALL BE GFCI PROTECTED. (8) O16Z' x 3 1/2" OR Q2) 0131" 3 1/Z" WRLLS, DESIGNER SHALL CONTACT THE MRNUFRCTURER TO BASEMEN SHALL BE INTERCONNECTED WITH ASFEMME LOUR CONSTRUCTION RNC FLOOR -CEILING ASSEMBLIES S. HANDRAILS SHALL PROVIDED ON RT LEAST ONE STORY HEIGHT BUT NOT TO EXCEED 10'-0" RID WAS5 10- WHEN A WASHER RECEPTACLE IS WSTALLFD W M NRILS ON EACH SIDE OF THE SPLICE. TO VERIFY THE LORDING, SIZE, SPECIES, GRADE AND SRSEMENT SMOKE DETECTOR BY THE BUILDER. IN ACCORDANCE WITH SECTION R60Z8. ION02.8. IR SIDE OF EACH ,S,TRIRWMY WITH FOUR OR MORE RISERS. MIDSTORY GUIDE BATHROOM, WHETHER' R SEPRRRTING DOOR IS PRESENT SEE 8301-2272, EXCEPTIONS 4 AND S Q.C. SPACING OF LORD BEARING MEMBERS. GABLE END B- FOR CAPE UNITS. WIRE ISOINSSTUBBED THROUGH CHIMNEY FIREBLOCKING SHALL COMPLY WITH R100L12 HANDRAIL HEIGHT, MEASURED ABOVE STAIR TRERD WATER DISTRIBUTION PIPING SHRLL CONFORM TO OR NOT, THAT RECEPTACLE SHRLL BE GFCI PROTECTED. S BUILDINGS LOCRTED IN SDC DO 5HRLL BE PROVIDED WALLS EXCEPT FOR THOSE SUPPORTING WINGED LOOK/CEILING FOR BUILDER TO INSTALL SECOND FIREBLOCKWG SHALL BE APPLIED BEFORE SPACE I5 NOT SHALL BE NOT LESS THAN INCHES AND ANSI/NSF 61 RND STANDARDS LISTED ABOVE IL GFCI CIRCUIT PROTECTION SHALL 6E PROVIDED BY WITH EXTERIOR AND INTERIOR BRACED WALL LINES. GABLES, BALCONIES. 2nd LOOM WALL DEAD LORDS ARE FLOOR SMOKE DETECTOR(S]. COVERED OR CONCEALED: MORE TI NOT MORE THAN 38 INCHES. SEE SECTION 83115.6. 3. PIPING, FIXTURES, MATERIALS AND DEVICES BREAKER OR RECEPTACLE SPACING BERlEEN BRACED WALL LEWES 5HRLL NOT NON -CORD BEARING CONTACT MANUFACTURER TO VERIFY 3. BRTHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR TO 1L ROIL COVERINGS'SHALL COMPLY WITH 'SECTION R905. GLAROS SEAL COMPLY WITH SECTION 8312 UTILIZED W R PLUMBING SYSTEM 5HRLL COMPLY 17 SMOKE DETECTORS 5HRLL BE FIRIX 4518 OR R EXCEED 25 FEET ON.CENTER IN BOTH THE BEARING STATUS OF -GABLE END WRLLS WHEN W DOUBT. BRSEMENIT SHRLL 6E INTERCONNECTED BY THE BUILDER SHINGLES SHALL COMPLY W/ ASTM 03161, CLR55 F. ld VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY WITH SECTION P2608. LISTED EQUIVALENT- LONGITUDWRL AND TRANSVERSE DIRECTIONS. 4, WHEN CONSTRUCTION AND FRBRICRTION OF ELEMENTS, 4. PMN. BOXES W ,CRAWL SPACE UNITS SHALL 8E !Z SKYLIGHTS RNID SLOPED GLAZING SHALL COMPLY WITH A COMBINATION HAVE AND VENTS. THE 4. SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 13. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO WRLL BRACING SHALL BE IN RCCORDANCE WITH Le- PORCHES, CARPRT5, GARAGES, ETC. IS DONE IN R IN5TRLLED BY THE MRNUFRCTURER FOR OTHER UNITS, SECTION 8308.6. E VENTILATION MINIMUM NET FREE VENTTILRTION ARVENTIRLL BE AREA A CHEMICAL COMPOSITION ECURL TO OR LESS THAN GENERRL ILLUMINATION CIRCUIT WITH NO 1 MANNER THAT DOES NOT IMPOSE ANY ADDITIONAL THE MANUFACTURER MAT EITHER INSTALL THE PANEL 13. STRUCTURAL MEMBERS SUBJECT TO HOLE DRILLING, 1/300 OF THE AREA OF THE SPACE VENTILATED. 02 PERCENT LEAD. THE SOLDER SHALL COMPLY WITH ASTM 8828. THE LUX SHALL COMPLY WITH ASTM BBL3. - INTERVENING SWITCHES AND SHALL BE INTERCONNECTED I EXCEPTION: IN ONE AND TWO STORY BUILDINGS, EXCEPTION: ION: STRUCTURAL LIVE LORDS ON THE MODULAR UNIT, NO BOX, WIRETHE. PANEL BOX UNDERNEATH FOR INSTALLATION BY THE BUILDER OR LABEL WIRES RND CUTTING OR NOTCHING SHELL COMPLY WITH SECTIONS 85028, 86026, Rfi0Z6.1., R8027. LL THIS NOTE RESERVED FOR FUTURE USE IZ INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL 5. JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE IN SUCH A MRNNER THAT THE ACTIVATION OF ONE RLARM WILL RCTIVRTE ALL ALARMS IN THE SPACING BETTWFFN BRACED WALL LINES 5HRLL NOT EXCEED 35 FEET ON CENTER IN ORDER TO VERIFICATION OF LORD CARRYING CAPABILITIES IS REQUIRED BY THE BUILDER FOR THE ATTACHMENT OF SH71P PANEL BOX AND BRERCER5 LOOSE FOR 5EE FIGURES 8502& R6023Q). 8602.3(21. SYSTEMS, HMBITRBLE SPACES, NON -HABITABLE SPACES, RND OTHER PIPING MATERIAL SHALL BE MADE WITH FIN INDIVIDUAL UNIT. RCCOMMODRTE ONE SINGLE ROOM NOT EXCEEDING ELEMENT TO THE MODULAR UNIT. INSTALLATION BY THE BUILOFR- R6026I1). R6026(21. STRIRWRYS, CLOSETS, UTILITY AREAS, RTHS, APPROVED ROAPTER FITTING. 6. RBS PIPE RND FITTINGS, R SOLVENT CEMENT THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, 900 5F IN EACH DWELLING UNIT. ALL OTHER 5, OPENINGS IN MARRIAGE WALLS RERTER THAN 6'-O' S. WHEN PANEL BOX IS INSTALLED W UNIT. ELECTRICAL 14. THE:MRNUFRCTURER MAY SUBSTIME FOR THE JOIST KITCHENS, GARAGES, CRRPORTS, ETC. MAY BE .FOR OUTSIDE OF ERCH SEPARATE SLEEPING RRER'RND ON BRRCED WALL LINE SPACING SHALL BE 25 FEET APART SHALL REQUIRE A STEEL COLUMN OR FOUNDATION CONNECTIONS BETWEEN MODULES SHRLL BE MADE IN -NEAR HANGERS SHOWN W THE TYPICAL RO55 SECTION INTEGRATED WITH ANY FLOOR PLAN. THEY MR' BE THRT COMPLIES WITH ASTM D 2235 SHALL BE RPPLIED TO ALL JOINT SURFACES. SEE SECTION P2904.9.1.L EACH LDOR'LEVEL. RLL SMOKE ALARMS SHRLL BE MAXIMUM EXTERIOR BRACED WALL LIMES SHALL PIER UNDER EACH END IN THE FOUNDATION. JUNCTION BOXES IN THE ATTIC CAVITY THE DRAWINGS, R 2z2 NOMINAL WOOD LEDGER STRIP. ROTATED 90' AND/OR REVERSED IN ANY DIRECTION. FOR CPVC PIPE RND FITTINGS, R SOLVENT CEMENT LISTED AND INSTALLED IN RCCORDRNCE WITH THE HRVE A BRACED WRLL PANEL LOCATED RT THE ENID OF THE BRACED WALL LINE SEE 86015 RCTURL FLOOR PLANS PROVIDED FOR PERMIT SETS ACCESS PANEL OR W THE BASEMENT. MRNUFRCTURER SHALL SUPPLY JUNCTION BOX AND WIRE 15. SINGLE FAMILY OWNER OCCUPIED DWELLING UNITS ARE EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS: IN PART OR IN THEIR ENTIRETY. APPLICABLE STRUCTURAL SYSTEM DRAWINGS SHALL BE 8055 THAT COMPLIES WITH ASTM F SHALL BE APPLIED PROVISIONS OF THE CODE AND NffPR 7Z SEE ELECTRICRL FIELD NOTE =2 MET 6. EXTERIOR WELL TYPE OF BRACE IS METHOD THREE SHALL SHOW LOCATION OF EXTRA SUPPORTS. B SHIP LOOSE APPLIANCES AND OR EQUIPMENT SHALL 6. WHEN PANEL BOX I5 NOT LOCATED ON R DIRECTLY 8303.8 -REQUIRED HEATING REFERENCED ON ALL FLOOR PLAN DRAWINGS. JOINT TO ALL JOINT SURFACES- THE JOINT 5HRLL BE MADE WHILE THE CEMENT IS WET, AND IN RCCOROANCE WITH 14- CARBON MONOXIDE DETECTORS SHRLL BE PROVIDED RND MINIMUM LENGTH OF BRACED PANEL IS 4B° OR AS BE INSTALLED PER THE PRODUCT MANUFAICTURERS ADJACENT TO AN EXTERIOR WALL OF BIJLLC)WG, R 83061 -TOILET FACILITIES 13. FORM PLASTIC IF USED, SHALL BE IN COMPLIANCE RSTM D 2845 OR ASTM F 493. SEE SECTION P2904.912 INSTALLED W ACCORDANCE WITH SECTION 8313.4. REQUIRED BY TABLE RSOZIO.5. SEE R60210.3 AND R60210A. INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER SERVICE DISCONNECTING MEANS SHALL BE INSTALLED RT A READILY RCCE551BLE LOCATION EITHER OUTSIDE OF 83062 -KITCHEN FACILITIES EXEMPTIONS SHALL 8E SUBJECT TO APPROVAL. BY WITH SECTION 8314. 14. WITH NOTE RESERVED FOR FUTURE USE FOR PVC PIPE AND FITTINGS, R PRIMER THAT DETECTORS 5HRLL BE LISTED PND LABELED RS COMPLYING WITH UL 2034. 7. INTERIOR WALL TYPE OF BRACE LS METHOD THREE 7, HANDRAILS SHALL BE SUPPLIED AND INSTALLED BY THE BUILDER BEFORE UNIT I5 HABITABLE THE BUILDING OR INSIDE NEAREST THE POINT OF THE AUTHORITY HAVING JURISDICTION. L5. BASEMENTS WITH HABITABLE SPACE AND EVERY COMPLIES WITH RSTM F 656 SHALL BE APPLIED TO ALL PVC SOLVENT CEMENTED JOINTS. IS ENCLOSED INCANDESCENT CEILING LIGHTS W R CLOSET OR 5 (MRTERIRL APPLIED TO BOTH FACES). HANDRAILS 5HRLL BE FIELD INSTALLED. ENTRRNCE OF THE SERVICE CONDUCTORS ON SITE BY 16. CONNECTORS SHALL BE INSTALLED CPPRBLE SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING WITH R SILL SOLVENT CEMENT FOR PVC PIPE COMPLYING WITH SWELL HAVE 12" MINIMUM HORIZONTAL CLEARANCE FROM MINIMUM LENGTH R BRACED PANEL IS 48°. PEE AND 860210.4. 8. THE BUILDER SHALL BE RESPONSIBLE FOR COMPLYING WITH SECTION RIO, FIBLE BASEMENTS THE BUILDER SERVICE DISCONNECTING MEANS SHALL NOT BE OF RESISTING UPLIFT FORCES SPECIFIED ON THE TRUSS DRAWINGS FOR THE ROOF HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE RSTM D 2564 SHRILL BE APPLIED TO ALL JOINT SURFACES. SEE SECTION P29049.1.3. COMBUSTIBLE MATERIAL SURFACE MOUNTED FLUORESCENT OR RECESSED ENCL05ED INCANDESCENT B. 51YER502T ATTACHMENT WALL SHEATHING SHALL Y FIND E: EMERGENCY AND RESCUE OPENINGS. . RII FO IN BRTMROOMJ ' TRUSS TO WALL CONNECTION. FLOOR, A MINIMUM NET CLEAR OPENING RRER OF FOR CROSS LINKED POLYETHYLENE (PEX) PIPE AND CEILING LIGHTS W R CLOSET SWELL HAVE 6" MINIMUM NOT BE O NOT BE PERMITTED IN SOUS C OR 00. SEE 860710.117 9. INTERIOR BRACED WALL LEWES SHALL 8E FASTENED TO FOUNDATION g, FOl1NONTER PLANS ARE FOR DIMENSIONAL PND METHOD THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE THE THE DISTANCE INSIDE THE BUILDINGLOO E SERVICE ' CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MRNLFRCTURERS SPECIFICATIONS. 57 SQURRE FEET, A MINIMUM NET CLEAR OPENING HEIGHT OF 24 INCHES AND R MINIMUM NET CLEAR FITTINGS, JOINTS BETWEEN TUBING OR FITTINGS HORIZONTAL CLE:ARFNCE FROM COMBUSTIBLE MATERIAL RND ROOF FARMING IN ACCORDANCE WITH TABLE OF CENTER GIRDER SUPPORT ONLY_ FINAL ORFIWINGS FOR SITE WORK REOUORED W CONNECTION WITH ENTRANCE CONDUCTORS SHRILL BE ALLOWED TO TRAVEL SEE SECTIONS 802.10.5 AND R80211.1 OPENING WIDTH OF 20 INCHES. SHALL COMPLY WITH SECTIONS P2904.91.4.1 RND P2904.9.L4.2. SEE SECTION P2904.914. 15. 3 WRY RNID 4 WRY SWITCHES SHALL BE 50 WIRED THAT ALL SWITCHING IS CONE ONLY IN THE UNGROUNDED RBDZ3LOOK THE UNIT 5HRLL BE DONE 5Y SHALL TO THE MRIE MEANS. - REQUIRED WINDOW WELLS SHALL COMPLY WITH SECTIONS R31Q2 AND 8310.2.1. 7. HORIZONTRL ORRIN LINES 2 112" OR 155 5HRLL CONDUCTOR SWITCHES OR CIRCUIT BRERKERS 5HRLL NOT JOISTO). JOISTS PARALLEL TO THE TOP PLATE SMALL BE TOE -NAILED TO THE TOP PLATE WITH MIN. 8d NAILS A P.E.NCR R- . BA D BY R PR RR BASED ON LOCAL SOIL CONDITIONS. 10. ALL WORK DONE ON SITE SHALL BE APPROVED BY THE VICE SHALL BE 7. ELECTRIC SERVICE SHALL BE GROUNDED ON SITE BY THE BUILDER IN ACCORDANCE WITH GOVERNING CODES. 16. EACH DWELLING UNIT SHALL CONTRIN AT LEAST ONE SLOPE R MWIIMUM OF 1/4" PER FOOT- HORIZONTAL DRAW OWES 3" TO 6" SHALL SLOPE DISCONNIECT THE GROUN]OED CONDUCTOR OF R CIRCUIT. 17, OUTLET BOXES IN FIRE RATED ASSEMBLIES SHALL BE BOXESSEYMOI SPRCED A MRXIMUM OF 6" O.C. TOP PLATE LAPS SHALL BE FACE NRILED WITH MW RUTHORITY HAVING JURISDICTION. B. FFTER THE HOME IS SET ON THE FOUNDATION AND THE HABITABLE SPACE WITH 120 5Q FT. MINIMUM GROSS FLOOR AREA R MINIMUM OF L/6" PER FOOT. PUSS 6 TYPE PRATED ORA LISTED EIGHT 16d NAILS EACH SIDE OF THE SPLICE. ELECTRICRL SYSTEM I5 COMPLETED BY OTHERS IN ACCORDANCE WITH THE GOVERNING CODES, A COMPLETE OTHER HABITABLE ROOMS EXCEPT KITCHENS 5HRLL 8. FITTINGS FOR CHANGE IN DIRECTION OF DRAINAGE PIPING SHALL COMPLY WITH TABLE 30051. EOUIVRLENT. OUTLET BOXES ON OPPOSITE 5IDE5 OF FIRE RATED 02 SEE 8602.11.2 10. OPENINGS W THE FLOOR OR ROOF/CEILING SHALL _ OPERATIONAL CHECK SHALL BE PERFORMED. THIS CHECK SHRLL BE THE RESPONSIBILITY OF THE BUILDER HAVE R FLOOR AREA OF NOT LESS THAN 70 SQ FT. HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE 9. MAXIMUM LENGTH FROM WRSTE OUTLETS TO TRAP WRLL ASSEMBLIES 5HRLL COLY WITH R317.3.2, NOT EXCEED TWELVE (12) FEET OR 50% 'OF THE ' 9. COMPLETED ELECTRICRL SYSTEMS SHALL INSPECTED ' LESS THAN 7 FEET W ANY HORIZONTAL DIRECTION WEIR SHALL BE 24". 10. AN ALTERNATIVE TO VENTS THROUGH THE ROOF. EXCEPTION 2 18- WHEN CIRCUITS WILL NOT FIT R SINGLE BOX, LAST FLOOR OR ROOF/CEILING DIMENSION SEE R301Z222 f41 70 AND TESTED W CONFORMANCE WITH.NIFPR-70. ' TESTING AND INSPECTION SHRLL BE PERFORMED BY RN SEE SECT. 8304-A FOR HEIGHT EFFECT ON ROOM AREA. 17. THE GREATEST RISER HEIGHT R TREAD DEPTH WITHIN T DE AI ALR ADMITTANCE VALVES COMPLYING WITH gSSE 1051 E INGEL q SUB -FEED SHILL 6E INSTALLED. SEE DRAWING 6e. 11. W SOC 00, WRTER HEATERS SHALL SE ANCHORED R RPPROVED ELECTRICRL UNDERWRITERS RGENCY. AHE LIGHT STAIRS SHALL NOT EAD THE ALL 5HRLL BE PERMITTED FOR R SINGLE FIXTURE OR FOR MULTIPLE FIXTURE TRAPS. SEE SECTION P3L34. 19,SEE DWG 3a FOR RODITIONRL 6 2008 NEC ELC NOTES. 2O,SMOKE ALARMS AND DETECTORS INSTALLED WITHIN STRAPPED. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER RNID LOWER 1/3 OF THE APPLIANCES 10. WHEN FIRERS PRE PROVIDED W THE FRCTORY, SMALLEST BY MORE THAN TREAD DEPTH OF WONDERS 5tH LL COMPLY WITH 1L HORIZONTAL VENT PIPES SHRLL BE LOCATED A A 20 FOOT HORIZONTAL PATH OF A COOKING VERTICAL DIMENSIONS. WRSTiERS, DRYERS, WATER HEATERS MAY BE INSTALLED BY THE MANUFACTURER. - 83LIG2 MINIMUM OF B' ABOVE THE FLOOD LEVEL RIM OF APPLIANCE SHALL BE EQUIPPED WITH AN ALARM AT THE LOWER POINT, THE STRAPPING 5HRLL MHWTRIN WHEN PRESS OR APPLIANCES RILE NOT PROVIDED, FLIGHT R FHT OF STAIRS SHRLL NOT HAVE VERTICAL THE HIGHEST FIXTURE SERVED. 12. SHOWERS 5HRLL COMPLY WITH SECTION P2708. SILENCING MEANS OR BE OF THE PHOTO -ELECTRIC TYPE 21. SMOKE RLRRMS AND DETECTORS SHALL NOT BE A MIN DISTANCE OF 4" ABOVE THE CONTROLS. SEE M13972 RPPLIRNCES SHRLL BE PROVIDED BY THE BUILDER, RISE GREATER THAN 12 FEET BETWEEN FLOOR LEVELS LAVATORIES SHALL COMPLY WITH SECTION P271L INSTRLLEn WITHIN R 3 FOOT HORIZONTAL PATH FROM MRNIUFACTURER OR RETAIL CUSTOMER AND ' OR LANDINGS. THE WIDTH OF EACH LANDING SHALL NOT BE LESS WRTER CLOSETS SHALL COMPLY WITH SECTION P2712 BATHTUBS SHALL COMPLY WITH SECTION 2713. R DOOR TO R KITCHEN OR BATHRCOM CONTAINING A SHOWER OR A TUB.PLUMBING INSTALLED ON SITE IL ALL WORK DONE ON SITE SHALL BE APPROVED BY FIELD NOTES THAN THE STAIRWAY OR DOOR SERVED. EVERY LANDING 13. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE 2Z SMOKE ALARMS AND [DETECTORS SHRLL NOT BE THE AUTHORITY HRVWG JURISDICTION. L BUILDER RESPONSIBLE FOR SUPPLYING 6 INSTFILLING SHRLL HRVE R MINIMUM DIMENSION OF 35 INCHES BATHTUBS WITH INSTRII SHOWER HERDS AND W INSTALLED WITHIN R 3 FOOT HORIZONTRL PATH FROM MEASURED IN THE DIRECTION OF TRRVEL SHOWER 'COMPARTMENTS SHALL BE FINISHED WITH A THE TIP OF THE BLADE OF R CEILING SUSPENDED DISHWFISHER 6 ICE-MRKER-BOX WATER HAMMER IS N 36 INCHES IN CLAIRWAYS SHALL ERR WIDTH AT RLLTPOINTS BOVE THE PERMITTED A CO SHRLL (PADDLE) STAIRWAYS RISERS SHALL 23. INTERIOR - RRESPONSIING RSSE 1010. FO }� ,K {L [ GU ETIII SEC01`ll'+� GUIST HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM EXTEND TO HEIGHT NOT LESS THAN fi-0S ABOVE THE FINISHED FLOOR. HRVING 6 OR MORE RECIEVE R WDLL SWITCH AT ER FLOOR LEVEL TO 2. BUILDERtL BLE SUPPLYING RND INSTALLING BATH FIXTURE FIRE BLOCKING. - ti20 cS HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 14. SHOWERS, TUB/SHOWER AND WHIRLPOOL/SHOWER CONTROL THE LIGHTING OUTLET. 3. FIELD INSTALLED PIPING BETWEEN SECOND 6 FIRST HERT FIELD NOTES 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY RND COMBINRTIONS SHALL BE EQUIPPED WITH CONTROL 24.NO MORE THAN 2 NMB CABLES MAY PASS THROUGH R FLOORS, BATHROOM TILE d FREEZE PROTECTION ON THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE CHESS H HEIGHT SHALL NOT BE LESS INCHES WHERE R HANDRAILRN IS INSTALLED ON VALVES OF THE PRESSURE BALANCE, THERMOSTATIC MIXING OR COMBINATION FIREBLOCKED HOLE WITHOUT BEING DERATED PER NEC TREE E35053. CRAWL SPRCE PIPING PLUS ALL WORK DONE ON 517E � SHALL LE APPROVED BY THE RUTHORITY HAVING L IF HABITABLE ROOMS ARE TO BE INSTFILLED. ON SITE HERT NOTES SEISMIC DESIGN FIELD NOTES ONE315 ONE SIDE AND 27 INCHES WHERE HRfWDRRILS RILE PRESSURE BRLANCE/THERM05TRTIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS COMPLYING WITH JURISDICTION. PIPING SHRLL BE FIELD TESTED BEFORE CONCEALMENT. IN'BASEMENT BY BUILDER AND R COMBUSTIBLE FUEL FURNRCE IS SPECIFIED, R FURNRCE ROOM SHALL BE PROVIDED ON BOTH SIDES. 19. FACTORY SHALL PROVIDE OPENING THROUGH FLOOR RSSE/ANSI 1016 OR 1070. THE HIGH LIMIT STOPS 51'iRLL BE SET 4. ROUGH AND FINISHED DWV SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH SECTIONS P2503.51 RND CONSTRUCTED AND R VENT TO EXTERIOR PROVIDED. BUILDER SHALL COMPLY WITH APPLICABLE CODES FOR L SEE DRAWING 3a FOR ENERGY SUMMARY AND NOTES RND L MASONRY COSTRUCTION IN SDC 00 SHRLL COMPLY LARGE ENOUGH TO ALLOW STAIRS TO COMPLY TO LIMIT WATER TEMPERATURE TO A MAXIMUM 120'F. U VALUES OF WINDOWS AND DOORS. WITH SECTION R6061Z P2503.5.2 OF THE RESIDENTIAL CODE OF NYS. RNY ADDITIONAL REQUIREMENTS. .1. WITH R311FLASHING 20. STEP FLASHING REQUIRED WHERE R ROOF ABUTS R 15. BATHTUBS INCLUDING GARDEN, WHIRLPOOL RND HOT 2, RLL WINDOWS AND DOORS SHRLL BE WERTHERSTRIPPEO. BUILDINGS WITH ABOVE GRADE CONCRETE WALLS SHRLL S. ROUGH AD -FINISHED WATER SUPPLY SYSTEMS SHRLL 2 ALL WORK DONE ON .SITE 5HRLL BE APPROVED BY THE ' VERTICAL SURFRCE TUBS SHALL HRVE OUTLETS AND OVERFLOWS AT LEAST 3. CONNECTED ELECTRIC BA5ESCAM HERT LORD 5HRLL NOT COMPLY WITH SECTION RBU, 8612, OR DESIGNED W ACCORDANCE WITH ACCEPTED BE TESTED IN ACCORDANCE WITH SECTION P2S036 RUTHORITY HAVING JURI5DICTICN. 2L 36" WIDE IABLE RO REQUIRED IN ALL VALLEYS. 13 INCHES W DIAMETER, AND THE WRSTE OUTLET SHRLL BE EQUIPPED WITH FN APPROVED STOPPER. EXCEED 80% OF RATED CAPACITY. V-0" OF BASEBOARD ENGINEERING PRACTICE SEE R301224. OF THE RESIDENTIAL CODE OF NYS. INSPECTION AND TESTING PREVENTION DEVICES 3, IT 15 NECESSARY TO INSULATE THE BASEMENT WRLLS 2Z -0" REQS ROOM CLW HEIGHT =TAB 16. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE 15 RRTED AT 250 WRTTS, 24OV. 2• CONCRETE FOOTINGS IN 5DC DO SHALL HAVE MW OF BACKFLOW SHALL COMPLY WITH SECTIONS P2503.7.1 AND TO ENSURE COMPLIANCE WITH THE FORCED RIR DUCT TNG 23. BLOCKING REQUIRED BETWEEN JOISTS (ABOVE AND BLOMINCKING WATERPROOF RT FLOORS, WALLS AND COUNTERTOPS. q.- ELECTRIC BASEBOARD UNITS SHRLL BE INSTALLED TO MRNUFRCTURER'S' INSTRUCTIONS. LABELING UNITS REINFORCEMENT AS REQUIRED IN SECTION R403.1 -3.P2503.72 OF THE RESIDENTIAL CODE OF NYS. R -VALUE REQUIREMENTS. IN UNCONDITIONED SPACES THAT FIRE NOT INSULATED, THE FORCED RIR DUCT BELOW) RT BRACED WALLS'PERPENOICULAR AND PRRRLLEL TO FRAMING. 17, COPPER AND PLASTIC PIPE SHRLL BE PROTECTED .OF SHALL COMPLY WITH M1303.1(4). 3. FOUNDATION WALLS W SDC DO WITH A MAX. WALL 6. ALL WORK DONE ON SITE SHALL BE APPROVED BY - MUST BE COVERED WITH SUFFICIENT INSULATION TO ' WHEN LESS THRN 1 1/2" FROM NEAREST EDGE OF WOOD S. V-9- OF HYORCNLC BASEBOARD HERT = 550 BTUH AT HEIGHT OF 8 FEET AND MRX. UNBRLANCE'D BACKFILL THE AUTHORITY HAVING JURISDICTION ATTAIN R FORCED AIR DUCT INSULATION VRLUE RS ' MEMBER PROTECTIVE SHIELD PLATES SHALL BE A MIM 180°F RT 1 GALLON PER MINUTE. HEIGHT OF 4 FEET SHRLL COMPLY WITH THE REQUIRED BY THE APPLICABLE ENERGY CODE OF 0.062" THICK STEEL RND SHALL COVER THE PREP -WHERE S. FOR HTORONIC SRSEE30ARD HERT SYSTEM, MANUFACTURER REOUIREMENIT5 OF TABLE R404,L1(1) AND 5HRLL HAVE OF THE PIPE THE MEMBER IS NOTCHED OR SUPPLIES HERT UNITS CONSISTING OF: ONE NO. 4 HORIZONTAL BAR LOCATED IN THE UPPER " ' " BORED RND SHALL EXTEND R MINIMUM OF 2" ABOVE SOL PLATES AND BELOW TOP PLATES. SEE P260371 COVER, ELEMENTS, CAPS, 3/4° TYPE M COPPER SLABBED 12 INCHES OF THE WALL. R MW THICKNESS OF 7S INCHES IS REQUIRED FOR SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 18. CONCERLED PIPING W UNHERTED AREAS W_LUDING THROUGH THE FLOOR. BUILDER IS RESPONSIBLE FOR THE BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R ' OUT5IDE WALLS SHRLL BE PROTECTED AGAINST 7. COPPER WATER PIPE, TYPES K RND-M SHALL COMPLY MIN. THICKNESS OF 6 INCHES SHALL BE PERMITTED ' FREEZING. PIPING SHALL NOT BE LOCATED W WITH RSTM B 88 (MECHANICAL SYSTEMS ONLY). FOR PLAIN CONCRETE FOUNDATION WALLS WITH R MRX. - , UNHEATED SPRCE5 WHEN POSSIBLE. 19. CONCEALED PLUMBING SHRLL BE TESTED ICV PLANT- 8. - _ - INDICATES PIPING BELOW FLOOR BY THE HEIGHT OF 4 FEET. 6 INCHES. PLAIN MASONRY FOUNDATION WRLL5 SHALL BE A MIN. DEPARTMENT or STATE, CODES NO PLUMBING SHALL BE CONCEALED BEFORE TESTING- BUILDER. ARROW INDICATES DIRECTION OF FLOW OF 8 INCHES THICK SEE 8404.1.4. nrnsory ALSAWjiy (sza(-0no) TEST GRUGES SHALL COMPLY WITH SECTION P25038, 2Q WOTECT PLUMBING SHRLL BE LABELED AND FOR HYDRONIC SRSEBOARD HEAT LAYOUT. 9. MANUFRCTURER SHIRLL PROVIDE R FRAMED CHASE UPON 4. FOUNDATION WRLL5 IN SDC OD WITH R WALL HEIGHT EXCEEDING B FEET AND UNBALANCED BACKFILL HEIGHT sr moa Aoomza imaSTn Mo .0 �-. S gym, cme i PROTECTED DURING TRANSPORTATION, REQUEST TO ALLOW FOR FLUE(S) OR DUCTS TO BE EXCEEDING 4 FEET SHALL COMPLY WITH THE + wm,e.00rn, PLUGGED, CAPPED, ETC. INSTRI FD B SITE BY THE BUILDER SIZE TO BE DETERMINED 6Y THE REQUIREMENTS OF TABLE -""�^°*+�^'•+oe�e=+rm�m�,,,,,dm� a� - ' 2L SEE DRAWING Eb FOR ADDITIONAL PLUMBING NOTES. 22 CEMENT, FIBERCEMENT, OR GLASS MATT GYP BD BUILDER 10. FLEXIBLE DUCT CONNECTORS SHRLL LE LIMITED TO 14 R404.L1(4) AND SHRLL HAVE TWO N0. 4 HORIIONTAL E TWO N. 4 HORIZONTAL BARS LOCATED W THE UPPER 12 INCHES OF THE WRLL ' COMPLING WITH ASTM C1288, C1235, R C1178 SHRLL LEFEET W LENGTH- FLEXIBLE DUCT LENGTH I5 UNLIMITED. SEE R4 -01,.L4.. USED AS BACKER FOR WALL TILE IN TUB/SHOWER AREA 11 MANUFACTURER HAS OPTION OF OMITTING THE HEATING 5. FOUNDATION AND WALL RNCHORAGE W SDC DO, W I (8702.4.2). WATER RESISTANT (GREENBORRD) GYPBD SHALL SYSTEM FOR ON SITE IN TP LSTION BY THE BUILDER RDDITION TO THE REQUIREMENTS OF R403LS, _ ------- ' CONFORM WITH RSTM CIL78 OR C630. OR7023.8) ANCHOR BOLTS SPRCED NOT MORE THAN 6 FEET O.C. ELECTRICAL SYMBOLS 23. THE DISCHARGE WATER TEMP. FROM A BIDET FITTING SHRLL BE LOCATED WITHIN 12 INCHES FROM THE ENDS • SHALL BE LIMITED TO R MAXIMUM TEMP. OF 110'F BY OF EACH PLATE SECTION AT INTERIOR BEARING WRLLS, - R WATER TEMP. LIMITING DEVICE THAT INTERIOR BRRCED WALL LIKES AND AT RLL EXTERIOR /Aeou(dp, 0(,/1/24. CONFORMS TO ABBE 1070. WHERE MRNUFRCTURER's INSTRUCTIONS ARE NOT ED DUPLEX RECEPT 5 SINGLE SWITCH WRLL5. PLATE WASHERS, A MW. OF 0229"x3N5' SHALL BE MRSTER SERIES - / AVAILABLE, A 12°X12" RCCE55 SHRLL BE PROVIDED TO GFI RECEPT 53 TREE WRY SWITCH USED ON EACH BOLT BETWEEN THE FOUNDATION SILL - . WHIRLPOOL CIRCULATION PUMP LESS THAN 24" FROM THE RCCE55 OPENING. THE ACCESS MUST BE 18"X18° WATERPROOF RECEPT (] THERMOSTAT PLATE AND THE NUT. 4 FEET O.C. MRX ANCHOR BOLT SPRCWG FOR BUILDINGS ALL MODELS < FOR CIRCATION PUMPS GREATER THAN 24" FROM UL OVER 2 -STORIES IN HEIGHT. THE OPENING. 27201 220 RECEPT ® PANEL BOX SEE R+03.LBI SCHEDULES NOTES - - 25. WET -VENTING ERP 108.CE55 26. SHOWER COMPARTMENTS CAN HAVE A MINIMUM FINISHED INTERIOR DIMENSION OF 25" PROVIDED THE SHOWER J, i r LIGHT' S.ALL WORK DONEONSITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION MUNCY HOMES, INC. COMPRRTMENTS CROSS 5ECTIONRL AREA IS AT LEAST T sr� 1300 57URRE INCHES. R SHOWER COMPARTMENT EGRESS "® RANGE HOOD VENTED TO EXT. 1567 PR ROUTE 44:2 - OPENING 5HRLL BE A MINIMUM CLEAR AND UNOBSTRUCTED FINISHED WIDTH OF 22 INICHES. ® FAN LIGHT VENTED TO EXT MUNCY, PR 17756 l�/z's/�� SMOKE DETECTOR P] JUNCTION BOX DRN BY DRTE I SCRLE -- REV- SHT. NO. ELECT BASEBD o HYDRONIC SASEBO - - STRIP OUTLETS DATABASE NAME MJL 3-22-91 1 NONE 10-15-2010 3B 03\3b_n 05 1 FLOOR JOI5T'SUmMR!Rl" ROOF SHEATHING SCHEDULE:.' FLOOR JOIST SUMPiRRY 11N:IT' WTQTH "JOIST SPACING'. ,SIZE, SPECIES RWQ GRADE OF FLOOR JOIST (NOTE'•21 KI F5F '(AVE LORD r ( 24' .15" 2.8 "5PF 15CUTHi21 OR EOW.FL Sv 16• 2i8- SPF -2/.1-OR EMR - 24'. 24` 2:410'.SPF [SOUTH OR EDCki- 26- iZ` 2.8 SPF .2/.1 OR EO7„TL . 26'. '16` 2a8IR'-STP -2: OR FOURL' . 26° -16" 2.10"SPF CSOUTM -2 OR: EIXIR_ ZS 24: 2iLO: SPF -2/li aR. E'GLVL 26'-" 24' 2x12 SPF'CSOUTH 2 OR ECUFL 26" 1S21 - 3+2.9 3/8' TRUSS, ,JOIST OR -EQU AL 2B 12" 2a8 SPF-2X.L.OR-EO1j1_ - 26- 16' .2110 9FF (SOUITHO •2. OR 26 24"- .EOJAL 2.10 STP -1 OR ECLFL, ' 28 24' 2.12 SPF (SOUTNO'-2,DR."E(AYL. 28 192,. 1"3.28 3/8`-T91,65_)9lST OR ECLi3L 31' 15" 2.10* SPF -2/t1. OR. ECURL 31' . 24' 2d2 SYP •2" OR EQUAL IV 192' • 3.20 3/8' TRUSS' JOISTOR EQUAL. - 50. 2.6'SFF STUD - .: SEE DETAIL •S -OF SHT B. . 3 P.SF LAVE LORD 110 NOTE 1 Z4' is, 2.8 SIF (SOUTH) =2' OR'EOVP- 24'- 24* 2r8 SPF=Zl.1,OR EOR- 24' 24' .2,10 SPF (SOUTHB- c2 OR EC'UR , ,26- 18' 2.8 SPF •2/-1 OR EOCFL. 261 24` 228 STP -1' OR"EDUAL.. .2S' 24' 2x10 SPF' (SOUTH) a2 OR ECUFL 28" 16 2i$ 5PF-Z/@I:" CR:. EMFL- . ' 28. 16, -2d0"SPF'(SOUTH)- ZCAR EOOx. .28', 24'• 2z10* SPF .2/-1,OR. -EOUfL 31' 12" 2,8 SYP =2°CAR EOLPL ''91'' 16 2x10 5FF (SOUTHi1 •2 OR:EQUP 31" 24* 2.10 SYF'•I..OF'E�3aL 3L' 24'. 2:12 S F i2/al CQ, ECUAL I OF - SNOW' SEE NOTES 71 9,- 11. _ EX7ERIOR SIDE WR_L STUD SUMYRVY-.APPLICABLE TO 35:. 50 UNITS .USING 5 RE) 7/12 hONO-PITCH TRUSSES ,4RC Li: ALT Fhk SERA GROU10 SIZE, ZFECIES,. GRADE STUD C,EL (XVES. lr7DTHT. : OF : SNOW SEE NT3TES'7 '8, 9; 11 ' OC .FEIF MPH 1 STORIES ORD -(P 24' SPACIMG .NATE FLOOR JOI5T'SUmMR!Rl" ROOF SHEATHING SCHEDULE:.' lNIT_ WIOTH JOIST .t..AG1NG" SIZESPECIES R^A= ' , .:GRR i -,:OF FLOOR JOISTSEE WM 21 6:2 3/B' PLYWOOD SHERTH ING - - 7/.16' _ 3/8"08. 5(z.RTHINc„ 60 P;7=' r ( - 31' 24" 12' :2x8 SPF •2/al OR aC tX-L 7/16•', 24' 16" .2.8 S.TP .L..OR EOUI-Iff": I5/32, ^ 24' I6•. .2.10 SPF (SOUTH) .2 OR ECUAL 96' 24' 16": 2212. SPF ISOUTHO -2 )R.'EQUFL-- SO 20^ 12' Zia STP -1 OR EOURL- NOTE i 26 16" Zc10. 5PF .2/•1. 0R4 ECUEHL :4U/2<7 20'. 16" 2x17 SPF (SOUTH) ?2 OR EQUAL . 12+' 24''-= 31' 28' 12" .2.10 .SPF ISOU H) •2 aR EOUAL 24' ..28 16" .210,SYP •2-, OR'ECUR .. RANCH, ELL, 5?LIT. -TAE 28r 166- .2x12.:SPF (SCU1TH0 e2 OR EOURL .20112 3812' 2Y; - IV 2.10 -STP. -2 -OR EOUFL " 50 -31' ' 16 " 2.12 STP- =2, OR; EOUFL. ' FLOOR JOIST S"MARY NOTES L JOISTS USED IN P.N.EXTERIOR APPLICATION TO BE. PRESSURE- TREATEO' LUMBER. :: .: ... .. ._. 2. SEE SECT =4 OF R.PROVEO".CALC Va,UPL, N RRIAGE WRLL 'STUD :5UMMAR.T - FPPLICA9LE. TO" UNITS USING 5 AND 7/I2:tiONO-PITCH TRUSSES: NIJYBER I GROUND SNOW : STZE'S?ECIES 7, . G:A' ' o-._ ...SEE M1OTEI X9.11; 100. 24 - 3! 1 -`2:. :SO 'SO 2,6 SPF STUD 1B' S6' ..2 - 31' 1 .35. 2dSFF =Z/=1 .24' 06' 100, 24" - 311 1 - :2 Z4'- 2.& SPF STUD 24' 96' 2 Z}9 1 SO 2.3 SPF '=21=1 24' 100 100 PSF" .180 P5E NOTE i WITH SOLID SAWN NIEPSER5 OF -THE SR,NE-SPECIES RIC GRACE IN CLtiSTRUCTION_ NOTE 5 I9/3. :4U/2<7 '137 PSF 205: PSF "2. 12+' 24''-= 31' 1 50... 24 SPF STUD' 24' Se 20^ RESISTANT R55E1z y REOUIPNWENTS' [2012" IRC): RANCH, ELL, 5?LIT. -TAE 4, p1 =WiR,RY TR3LES REFLECT TI -E 2031-2005 RID - SEE -GENERAL NOTE -5 .20112 Z! 2Y; - IV 1 - 2 50 2x4- SPF STUD 16° S6 110 24' - 31' 1 -.2 50. 2.6'SFF STUD - 16. S6 " 110 NOTE 1 24' - 31' 1 - 2- NOTE S. 50 2x6. SPF STUD 24' 96" r RPIP WALL SRA 5UHMRRY'- R'PLICFELE' TO UNITS' WITH A 5/12 AND. 7/12 R� PITCH AND THE RTTIC S5' USED FQR-STC7RRRGE'. APPLICABLE - TO - :1724 T -O" -'G-6" - '3 RAISED RANCH -_LESS THAN 9 -35 - S9 .UNITS 'WITH: A'9/12 OR. 12/12 ROS PITCHR- SEE. NOTE 10' 120; 24' - 52' 1, - 2 35 2,6 SPF STIR lfi" 9v' 968.. - 1158' UNIT 'NU`t9c'-R GROUND SIZE• SR:ECIES, GRACE STUD CEILING, as,- .SO NOTE I NOTE 1952 - 2272 8-91 24' 2 2 STORT LESS TH.'Y¢ 9 I.NJN3ER. ` KARR. � WIDTH I OF - SNOW' SEE NOTES 71 9,- 11. 0C HEIGHT I :LESS TI -RN 9 35:. 50 - •:1298 - 1448 ;2461 - Z72L. 7-9' -7'-5" 28" . 2 STORY WELLS -. STORIES.:OAD (PQ ..... " .. SPRANG NOTE 6 EXTERIOR SIDE WALL STUD 5U'vingT-^FPPUCRa_E TO UNITS''WI.TH R 2' 24' - 3i' 1 50 2.3 SFF ?2/-1 24' 96'- RAN'C1i W/RTTIC STORAGE ' "5Jt2 ROOF 8fT179: R"HO'TFE ATTIC .15 USED FCR. STORAGE" - 2: 24' - 3f' 1 --.2 50 2x4 SPF'STLA 1. 95' -5 - 7 61100 ZONES. UNIT WIDTH NUN`WSER - OF 'GROtX`D SN01;'' SI2E,..SPECIES . GRRA01- SEE NOTES 7, 8.:9.' IL' STUD OC CEILING HEIGHT " YRFRRIRk.E' WRLL STUD SVtWMFUeY - FPPLICRSLE TO 35 - 50. MPH.. 1180 -:138'0 .STORIES. ORa(Pq I, S,'FCIN.3 MOTE 6 CAPES WITH. R;:S'-ED DOFYER. - i.1I/12"510E , 1137. - 1481 AGO 24' - 28' 1 - 2 50. "-Z-5 SPF 5TU O ib" Se, NUMBER LWT NUPREER� : GROUM � SIZE. SPECIES.. GRRDE STUD ' CEILTNG 35' - So AGO Z4' - 28' 1 - 2 SO 2=6. SPF STUD 24: " _ 96'" PPIRR. WIDTH. OF 'SNOW `SEE NOTES ?,,,.q, 11 OC. HEIGHT 7 NOTE I. ' NOTE 5 10-8' - 9'-8' 24" - 2 STY W/ATTIC 57ORRGE' WALLS. 35 - 50: STORIES ORD' (Pg Sr11"- -.5-7, S fAlhv:: NOTE 6 2' STT. W/RTTIC 5TCRAGE It 24' - 28' 1 - 2 so 2 S. 5PF"STUD 16 96' 2 24"-31' '2 56 2x3 5:r •2/-2. - ' 110 24'.- 28' 1. - 2 so 2 6 SPF STUD 21" 96 2" CU3CSTENPa4YiRY LE55 Tf1FTN:. 9- 35 _.Su - :- 26S8 - .2915 - 3L' .NOTE I CONTF11PORR Y NCTTE.5' 35 --50, .. 2992 - 33L2 '7-6+ - 7-D' 24' 1 GAPE 9 35 r SO 1049 -. 1372 1010 - 1L78- 120 24'-- 28` 1 - 2. SO. 2.6 STUD' 1bP s -o' 1044 -1Z02 1 P=1L' - 71-1' NOTE. 1: 1 "CAPE 9 35 -' 50� 1049 - 1372 - MARRIAGE WALL ,STU O SJMPRARY - (i PLICREX r TO 24' 2 -2 STORY: CAPE 9 35. -.,50; 1443, - 1766 IBID.- 1975, 6x4:: 6-Y CRFES WITH -R 50rto. DORP,ER4 - W1.21 SIDE :Z- EXTERIOR. 5ICE WALL STIR SJYRPARY - APPLICABLE TO UNITS WITH '11 NU1+NE£R UNIT NUMBER UFCRINO SIZE. SPECIES, GRADER -STUD CEILING 2 5TaFY CAFE 7/12 ROOF PITCH R`O THE ATTIC I5 USED FOR STCRRGE;.FFPL1CP3(E NAM WIDTH) I OF SNOW SEE NOTES 7, 9,"li OC.' " 12. TD;,.UgITS WETH R:-9/12 OR 12/I2' ROOF. PITCH - SEE NOTE "16 URLLS 1082 -1284 STORIES :ORD SPg - SPfcc.'NOTE'S--: NOTE 35 - '50- WIND -)AST N'UY3ER CRO(1V0 SIZE.'5PECFES GAAP. STUJD : CEILIIIG. 2 24`.- 3I' DhYl .50 224 SPF' STLD S6' a6 L .ZIXhES KPH WIDTH OF STORIES SNOW. ORD 0' SEE MES.: 7. 5 ,4;' 1L; CC - HEIGHT 2 24' - 31' DF1 50 2.4 SFF STUD 24' 's6 2 STORY CAPE .WRLL SHEATHING SCHEDULE: '3/8' PLYWOOD SHEATHING 7/10 „ IS/32 - 3/8' Cfz_.,,- THING - IS/3Z' 15/32'.COP,BINFITIDY..:SH RTHIHG/51I)M 1/2' COri8It19TION SHERTHONG/SIDING" 19/32' CO,-,89,41TIOY SHERTHILNG/516 S/S - CO,',I8 TION': Sh'cRTriItiG/SIaINc SEE GENERAL- NOTE =7 FLOOR SHERTHINGI SCh_DULE: ., PGS.PAEL SPAY G/C:SPRCIt96:RU'.M 1k21 NO _ TYPE OF UNIT' ROOF P[TCH' -ALLOWABLE LIVE LORD L 'EQUAL OR BETTER e. .IMAM L NAY EE SU35f1T&rEO. 2: .-ARN'UFACTURM HAS OPTION OFDECREASINGTHE 19/3Z" TdG PLTWD. 5TURO-I-FLOOR. OR EOUPL SHEATHING SPAN STO21c'-5 _X/12'. SNOW LORD. THICXNE-55. RATING - Z4'- .LAT 16, ELEMENT ORC SPACING. .. . 23/32" 3/{ 3 Em JOINIEO LUMBER NARY BE USED INTERCK'IN eEASLY. 7/16" ..15/32' ..Z4/1S 32/16., 40:.PSF ..70: FS, FS 12O.PS 100 100 PSF" .180 P5E 19!32' TdG'"OB.. STlY.2D-I-FLCOR' : EO:1FL, WITH SOLID SAWN NIEPSER5 OF -THE SR,NE-SPECIES RIC GRACE IN CLtiSTRUCTION_ 5/8" 23/32' ' I9/3. :4U/2<7 '137 PSF 205: PSF .305 PSF - .WALL S_E-EE3a: G`NERq_'NOTESI, NOTE.a15: FSR FIRE 314" 55: -'S0 795 - 939 1484 - 1724 T-0': - 6-6' 20^ RESISTANT R55E1z y REOUIPNWENTS' [2012" IRC): RANCH, ELL, 5?LIT. -TAE 4, p1 =WiR,RY TR3LES REFLECT TI -E 2031-2005 RID - SEE -GENERAL NOTE -5 .20112 " 28 WHEN S, NN ATTIC FLOOR IS DESIGNED FOR STORAGE, USE: RRSCH. ELL, SPLIT, 'TEE: LESS THRtN 9 THE ROOF sLEmHU n 5cigE9jLE (3/8' NOT APFLICP8Ln 902'.7 1060 1659 - 1964: 6. INTERIOR NON-LORDHERRI;.G WRLLS MRY BE. - '3.I': 1 CCNSTRUCTED;OF WOCD-STUAS_ L F55 THAN *9 ' WOOD'.-5TUDS'S`V7LL BE. A M01 CF 2x3 5PF-'5TU0 GRADE . 8-9' - 8-1° .SPACED. K0.. MORE THR4 24. O.C. WITH A' MRXI7WU.11. 1 RAI5EO. MCH. 'CEILING' PEIGHT: OF 10-11', .. ... . ALL SHEATHING IS AGENCY" RATED BRS TIENT WALL :LOBOS, RNID, CENTER GIRDER- SUFFORT LOADS AND Sf1RCIt C (NOTE #87:: UNLT hV.MBER OF- _ TYPE OF UNIT' ROOF P[TCH' (R• O_M 6A57JiENt CENTER -GIRCER CENTER- GARDE WIOTii STO21c'-5 _X/12'. SNOW LORD. --WRLL LOADS SUPPORT LOP05- 'SUPP0.2T 51 -RCI fPg) PSA SEE NOTES- ¢s. Nd3Ms SEE NOTES ' •Y. =2, .6 .1 'P.'D'.2 ',11.3. a7 24' 1 RANCH, ELL,. SPLIT, TEE LESS THAN 9.: 55: -'S0 795 - 939 1484 - 1724 T-0': - 6-6' 20^ 7. RANCH, ELL, 5?LIT. -TAE LE55 Tfi3N 9" 55- SO 858. - 1008 .1801 - 1$81 9.7' - 8-21'" 28 1 RRSCH. ELL, SPLIT, 'TEE: LESS THRtN 9 35 - 50. 902'.7 1060 1659 - 1964: 9-4" -:8-8' '3.I': 1 RANCH, ELL, SPLIT, TEE L F55 THAN *9 35" - so ID21 - 1201 1952 - 2272 8-9' - 8-1° 24' 1 RAI5EO. MCH. L.E55 111 :,Y 9. 35- -.50 886" - 10341484 - :1724 T -O" -'G-6" .25' '3 RAISED RANCH -_LESS THAN 9 -35 - S9 9:45 -'11071601.- E551 9'=2' - :26' 1 RI'SED RRNICTi' LE55 THAN 9 35 - 50 968.. - 1158' 1569 - 1954 44".: 8 9' 31' 1 RAISED RANCH LESS TK -44 9 as,- .SO 1105 -'x297 1952 - 2272 8-91 24' 2 2 STORT LESS TH.'Y¢ 9 - 35 -'SO 1209 = 1349 2284 -"2524 S-6' - .7_.I' 26! 2 2 STO'2T :LESS TI -RN 9 35:. 50 - •:1298 - 1448 ;2461 - Z72L. 7-9' -7'-5" 28" 2 2 STORY LESS THAN 9 3S - SO '1365 + 1522 2594..- 2859 7-7" - .7.-2' 31" 2 2 STORY LESS THRI4 8 :35:- s0 1551 - 1731 :2792 - 3312' 7.0"=- 67-8"' 24" 1' RAN'C1i W/RTTIC STORAGE Sr -' 7 .35.:- SO 1026 - 1357 1260 -. 1550 7-6" - U-10' 26, 1 PSOCH. W/ATTIC STORAGE -5 - 7 35.- 50 1026 - •1337 1098 - 1282' ., 11'-8'.- 10-41 28' 1 RAICH .W/RTTIC 'STORAGE 5:- 7 35 - 50. 1026 -.1337 1180 -:138'0 11'-31 - 104" 3I' I, RANCH W/ATTIC 510.RAGE 7- 35 - SO 1137. - 1481 1343 -.ISIS 10'=6' - 9-8' 24" 1 PR W/ATTIC STORAGE. :5 -- 7 as - SO 1116 -: 1449 1260 - I530 7-6 - 6-10" 1• RR B/RTTTC STORAGE 5-- 7 35' - So 1116' - 1449 1098 - 1282 11'-8' --1P-S-- 28' 1 PR W/ATTIC STORAGE Is - 7 35 - 50 $16 - 1449 1180. - 1356 11`73' -"10'4' 31' "1 RR W/RTTIC STORAGE 7 35 - S7 '1227 - 1593 1343' - .1585 10-8' - 9'-8' 24" 2 2 STY W/ATTIC 57ORRGE' 'S'- 7 35 - 50: 1420 - 1731 205G - 2350 Sr11"- -.5-7, 26 2: 2' STT. W/RTTIC 5TCRAGE 5 - 7' 35 --:50. 1420 - -1731 1958 - 2142 8-8' - 8-4`- 28' 2: 2'STY W/RTTIC STORAGE 5- 7 35 -'S0" 1420 -.1731 2085.--2291 3L! 1 2' '2 - STY '-W/ATTIC STORAGE 7 1. - So� 1575.- 1919: 2353 - 2595 T -1I" - T_r, 28' 2" CU3CSTENPa4YiRY LE55 Tf1FTN:. 9- 35 _.Su 136-0' =,1548 26S8 - .2915 6-0' 3L' Z CONTF11PORR Y LESS. TI':3N- 9. 35 --50, 1563 - 1743 2992 - 33L2 '7-6+ - 7-D' 24' 1 GAPE 9 35 r SO 1049 -. 1372 1010 - 1L78- a -Z'. - 7E3' ..26 I CAPE 9 IS.- SO 1049: + 1372 1044 -1Z02 1 P=1L' - 71-1' 28 1 "CAPE 9 35 -' 50� 1049 - 1372 i1DZ - IZ68"il' �^'- lU=117` 24' 2 -2 STORY: CAPE 9 35. -.,50; 1443, - 1766 IBID.- 1975, 6x4:: 6-Y "26' :Z- 2 SmzY..CR-E 9 35: - 50° 14:43 - 1766 1!04z -'X162 8-10"' _•:8-6'_ 28. 2 2 5TaFY CAFE 9 35 - so 1443. - 1766 2011. - 2181 8--r 8=3" .24' '1. CAPE - 12. IS,- SOr. 1032. - I346' 1082 -1284 7.11° - 91-6- 26 1 CAPE 12 35 - '50- 1032: - 1348 1211} -L#40 11'-1° - SO -2` 28 1 CR -E 12; 33 -So .1032 - 1345 1252 1492 AIX: =11° - lff-0' 31' 1 CR'E 12: 35 - so .1215 - 1600 1333' - .1571. 2i 2 2 STORT`CFEE 12: 35 - SO' .1426'- I740. 1882 - 2G84 6-5' - 5=11' 26. 2 2 STORY CAPE .12 35'. "- 50 1426 - 1740 2064- - 23©0 - 8-6".._ 8'-0" 28 2" 2 STORY CF?E 72' 35 - sQI#26 - 1740' 2157- 2397 8-3'- 7-10°' 31' 2 . '2 STORY' CAPE :12" 35' - 50. 1654- 2038 .2343 = 2581: 7-11' -' 7=7° 24' 2' CAPE WITH :SHIED; I1aR8ER 12, - .411 35.- 0 1187 - U[43o' 1-95:- 1753 8-6" r 5'-0 20; 2 CAPE WITH SHED: D0.8'iEP" '12. -' 4.11 35 .-- 50 1274 - 1536 -1812 - 18908`,6 28'- 2 CAPE WITH -:St1E0:DORNER IZ - 421 55' --SO 1324 - 1585' 1687 = 1965". 9'-0".- 8-6' 31'" 2 CAPE WITH: `..H,.D-DORMER '12 - 4:li SEE-f1;G 3-1 SEE DWG 3t1' SEEOWG OWG.x_f3 26 2 SPLTSOX. :12 - 5 5£.-E701,41;. 3c.1 'SEE OW.'G" 3c_1 SEE DWG- 3c_1 28- 2 SFLTSOY - 12 - 5 SEE'DWG. _-._l, 'SEE DWG 3c1' 51= D;,'G'3c_I` SEE D::G 3c_1 Aulh'G WTE 6 '2 :LOADS: RRE GIVE) 10021' • -1 --- 2.. 50 226 Sep STUD 18" 6'- a CEtfTEP. GIRDER . -100 24' - 31' 2 - 2 so 2.6 S:5TUD 24' 96' FXTFPtOk StDF Arin Y�ARRtA..F RFS I ST1iOTF_�- COLD If WITH Fy NATE: 1 :NOTE S L WWW. ZaYES 'iPH NUYIrcR I5;:'1 5EC(F41j'GUST_ LOAD = 34.000 L 110 2 - 31' ' i---2 50 2.6 'SPF STIR 16" g6 2, 90'-RNO I00 MPH - 35G WING ZIX�S: APPLIES TO ALL ARE'RS EX PT THOSE. FLTERNATE.tiETH 110 2"' - 31' 1 - 2. :SO. 2:6 SPF 5 UO 24< '96" LISTED, IN NOTES:. M1UN�v-'ED 3 AND 4. �. � ' � DESIGN LOROS-'FI .NATE 2 NOTE 5 3•. 110- MPH - 550 KNO ZME: APPLIES' TO' THE FOLLOWING RREA5: ALTERNATE METH " CONNECTICUT. - SEE'R."FEIDIX_ M,,. 2075 R: 7Q7 TENTS TO THE 4. RCTUFL FOUNDRT - STATE. LODE - S FOR TYPICAL Fa DELRRW`F.RE, - SUSSEX COUNTY' E BASEMENT` WALL. t,RRRYLAM _ COUNTIES OF. SOMEPSET. WICONSCO. C:RR.DIN'E, DOQCMESTE:R- FOR UNITSWITH TPLF£IT.!RIY SAINT PRRI"S.' "' SHOWN* FOR 24: TI Pe955'n I UMR_TTS - .WINK) ZDNE NUMBER 3. � 7; sPf4'.s.sF.pWRt RE SeU 2 0 2x6 STUD I6^- 90`'. Ia_...Wt I-A"eSHORE - ML)NICIPALITIES OF DERRY, N'S4NCHESTFJR AND RAYNWANA: GIRDER FOR: 25 T NKiTF. 1 NEW':ER"SEY - SEE OCR BULLETIN 03.4=F.OR. WIRD SPEED 14:p. -- & SEE SECT'S OF NEW Ta?K _ SEE DFRW`ING: 76-1, NOTE 4 - EXTERIOR sFOE WALL STIR, SJMNARY RHa7E I5LRND - W0$7'ZONE -NNMSER Z: ' FPPLIC;3BLE TO CAPES WITH R S(-F_D CORYZA VIRGRZIA - CITY OF V2RGINOR BERti^.i, COUNTIES OF ACGON ,ACK-AND,NQRI'FiA. i6i1 4. 120' MPH - 35G. WD.D ZONE APPLIES TO TI -E FOLLD'WING. R-ER51 WIND UNIT WJ-.ER GRCUND 512E SPECIES, GRACE STUD CERING. EXIYNECT:LLUT -. SEE RPPENOIXM. 2W4 :AMENOMET(TS TO TTi-c ZONeS. WIDTH of. S\ON- SEE NOTE5:9. 8. 9r lI OC " FEIGHT SIRTE,SUfLD7NG - SNOW ZONE (PggL SNOW! -20.`£ AL1. ISTALLA IM OF R 3' RISC'5TD. STEEL PIPE H.- &II. FEET. ALLOWABLE- COVCUITRIC FASTENED TO THE CENTER GIRDERS, " 'G: THEY ARE CRPP71-E OF TRANSFERRING: THE TIO`!. BUILDING OFFICIAL ? GIRDER 5UIPFOP.T SPRCIIC A`IAILRBLE UMI.,REOUEST:. AS "DECKS, PORCHES, PA15ED ROOF D TIONS, ETC.:. UPON. REQUEST: WORST CRSS 28-WIP5- LOPOINU rO.R 24 -WIDE.: HTJUSES. RND .R CS) MEMSER:2x10 SPF -2 :RS/SPAN OPTIONS SEE APPROVED CSC VRURL. 7,RATED 5F:0F1THI PANEL5 OF 24"`-CR'GREATER'IN5TF EITHER PRRFLLEL OR :PERI 16° .OR o2.4' O.0 (EXCEPT 3, BE APPLIED WITH. )CNG -01 WHEN STUDS RRE..:FACED RATED 5HEATHEIrl PANELS ,LESS:'7WN":24t INSTALLED EITHER PARALLEL OR -PERF 16' O.C. (EXCEPT PLYWOOD LESS MUST -EE- APPLIED* 'W ACROSS STUDSL.. OF ar?�Li1.(:6Y15 1'D .i C�Ct�CYs�� MPr1 5TORTE5 CRO fPd SFTCI , NOTE 6 DEIFrtARE.- 5US5EX:: COUNTY COASTAL AREA.' 100 ZC.. - 31' Z 5(1 j2'S.:55P"F :.F STUA 16" 58• N'.Rf3RTLF#t0 - COUNTY OF*WORCESTER, 100 24' -31.' 2: 50 2.STIR 24' 06' 'NEW! JERSEY - SEE DCR *SLLLET1N 113-4 FCR,WIN1'SPEE'D NR . -NOTE "I NOTE 5: -. 96°.: NEW YORK 2 SEE DRAWLING 7n,, -NOTE 5„ . ... RtiOC=. IS:A:`93 -:.WIND ZONE NONSEER 3 _ 5, STUDS ARE LIMITED TO THE SECOND FLOOR OF A "2 STORY" Utfm w y lI0 .ZF - SV 2- 5O 2,6" S`F STIA 16". 90 ' ' 110 :2}• -_31' 2. '50' 2.6. SFF STUD `24'" -6- 6.• CERATE HL-IGtRJ SF15 P AVE L1�.C(AATED.' SNOTS EXCEED BE GREATER IF fl NOTE 1 NOTE 5: '2x LATERAL -BRACE IS PROV(fl_0 R`%7 le DOES hDTEXCE£D TEE. CALCULATED LENGTHOFTEE. STUD. f��1 7 �MA%FACTURER:HRS: OPTION' OF' DECREASING THE STUD; aC SPACING 31`- 2 50' tib 5714 "16' 96 p,( pr . 120 24' - , - &-.-CALC STUD . ULATION$ ARE EXPOSLFZE C: RSTER� SEI'NlEs NOTE L. - 9... EOLii OR l3TTTER'NFITERIRL NARY BE SUEi5T1TUTHD. 10::5/22 ROOF PITCi .'9\D THE ATTIC IS USED FCR 9T UNITS WD: j� -zf7� (7- 9/12 ROOF PITCH U•0.T5 ARE,LIMITED! TO 28 IN WIDTH. IL. SEE :SECT .6 OF APPROVED CRLC'MRNURt - ' - - • - Y ��" - RLL MODELS _. 3- STtys?r� STRUC:TURRL SCHEDULES- S NOTES MUNCY 'HOMES,. INC. rrr�Hl.it°t`4 1567 F :fROUTE 4-4-2 MuNC:Y, PR 17755: DRN, BY DATE SCRLE REV; SHT (NH7PA9RSE D 3-1-93 NONE 10-20"=2412 3c D_ Bns . STHd JG ... SNOW ZONE (PggL SNOW! -20.`£ AL1. ISTALLA IM OF R 3' RISC'5TD. STEEL PIPE H.- &II. FEET. ALLOWABLE- COVCUITRIC FASTENED TO THE CENTER GIRDERS, " 'G: THEY ARE CRPP71-E OF TRANSFERRING: THE TIO`!. BUILDING OFFICIAL ? GIRDER 5UIPFOP.T SPRCIIC A`IAILRBLE UMI.,REOUEST:. AS "DECKS, PORCHES, PA15ED ROOF D TIONS, ETC.:. UPON. REQUEST: WORST CRSS 28-WIP5- LOPOINU rO.R 24 -WIDE.: HTJUSES. RND .R CS) MEMSER:2x10 SPF -2 :RS/SPAN OPTIONS SEE APPROVED CSC VRURL. 7,RATED 5F:0F1THI PANEL5 OF 24"`-CR'GREATER'IN5TF EITHER PRRFLLEL OR :PERI 16° .OR o2.4' O.0 (EXCEPT 3, BE APPLIED WITH. )CNG -01 WHEN STUDS RRE..:FACED RATED 5HEATHEIrl PANELS ,LESS:'7WN":24t INSTALLED EITHER PARALLEL OR -PERF 16' O.C. (EXCEPT PLYWOOD LESS MUST -EE- APPLIED* 'W ACROSS STUDSL.. OF ar?�Li1.(:6Y15 1'D .i C�Ct�CYs�� MPr1 5TORTE5 CRO fPd SFTCI , NOTE 6 DEIFrtARE.- 5US5EX:: COUNTY COASTAL AREA.' 100 ZC.. - 31' Z 5(1 j2'S.:55P"F :.F STUA 16" 58• N'.Rf3RTLF#t0 - COUNTY OF*WORCESTER, 100 24' -31.' 2: 50 2.STIR 24' 06' 'NEW! JERSEY - SEE DCR *SLLLET1N 113-4 FCR,WIN1'SPEE'D NR . -NOTE "I NOTE 5: -. 96°.: NEW YORK 2 SEE DRAWLING 7n,, -NOTE 5„ . ... RtiOC=. IS:A:`93 -:.WIND ZONE NONSEER 3 _ 5, STUDS ARE LIMITED TO THE SECOND FLOOR OF A "2 STORY" Utfm w y lI0 .ZF - SV 2- 5O 2,6" S`F STIA 16". 90 ' ' 110 :2}• -_31' 2. '50' 2.6. SFF STUD `24'" -6- 6.• CERATE HL-IGtRJ SF15 P AVE L1�.C(AATED.' SNOTS EXCEED BE GREATER IF fl NOTE 1 NOTE 5: '2x LATERAL -BRACE IS PROV(fl_0 R`%7 le DOES hDTEXCE£D TEE. CALCULATED LENGTHOFTEE. STUD. f��1 7 �MA%FACTURER:HRS: OPTION' OF' DECREASING THE STUD; aC SPACING 31`- 2 50' tib 5714 "16' 96 p,( pr . 120 24' - , - &-.-CALC STUD . ULATION$ ARE EXPOSLFZE C: RSTER� SEI'NlEs NOTE L. - 9... EOLii OR l3TTTER'NFITERIRL NARY BE SUEi5T1TUTHD. 10::5/22 ROOF PITCi .'9\D THE ATTIC IS USED FCR 9T UNITS WD: j� -zf7� (7- 9/12 ROOF PITCH U•0.T5 ARE,LIMITED! TO 28 IN WIDTH. IL. SEE :SECT .6 OF APPROVED CRLC'MRNURt - ' - - • - Y ��" - RLL MODELS _. 3- STtys?r� STRUC:TURRL SCHEDULES- S NOTES MUNCY 'HOMES,. INC. rrr�Hl.it°t`4 1567 F :fROUTE 4-4-2 MuNC:Y, PR 17755: DRN, BY DATE SCRLE REV; SHT (NH7PA9RSE D 3-1-93 NONE 10-20"=2412 3c D_ Bns . STHd JG ... 4 1" MIN R 8 rc _ 9" MIN- MIN x B L4" Z MAX. :E 242 POST 3-0" M N. PLATFORM SUGGESTED STRIPS, STRRIGHT SCALE: 1/2"=1'-0" SEE NOTE -9 mn L" MIN 2.12 i ass^ -m 9" MIND POST VOTES L RLL HAN—ILS BY BUILDER, HEIGHT: 34" MIR - 3B" MAX SEE NOTE r14. I SEE 'GENERAL ENERGY NOTES'. NOTE n10. SMT 3n. FIELD WORK 5' 242 POST SUGGESTED STRIPS, STRRIGHT SCALE: 1/2"=1'-0" SEE NOTE =9 mn SUGGESTED STRIPS, U-SHRPE r:;:�� SUGGESTED STRIPS, L-SHRPE SUGGESTED STRIPS, WINDERS SCALE: 1/2"=P -O" SEE NOTE #9 SCALE: L2"=1' -D" SEE NOTE -9 SCALE: 1/2"=1'-O" SEE NOTE a9 NOTE: [j ALL MATERIALS 6 LABOR REQUIRED BELOW T}92EROED ROD/NUTS/WRSHER5 OR BOLTS BOTTOM OF FLOOR JOIST IS THE SUPPLIED BY MANUFACTURER i RESPONSIBILITY OF THE BUILCE- 1/2'x7 1/2" (4 GIRDERS) OETRILS SHOWN ARE SUGGESTED ONLY 6 1/2"x10 1/2' 16 GIRDERS) ACTUAL CONSTRUCTION SHALL COMPLY INSTALLED BY BUILDER ON WITH ALL APPLICABLE CODES. SITE 48" O.C. SEE NOTE.r4 TERMTIE SHIELD - RS REQUIRED X - _ v �u /-JOIST HANGER FIN. GRD. CONE. COVE 2x6 SILL PLATE (SEE NOTE -121 SILL SEALER SEE NOTE 11 6 16 - 4" SOLID CAP OR GROUT VOIDS OF TOP 2 COURSES SOLID 8' MIN. BLOCK OR POURED WALL SIZE CONTINGENT UPON SOIL BEARING CAPACITY NOTE: 8" BLOCK WALLS WITH 7' OF BACKFILL AGAINST PRE NOT ALLOWED PER RCNYS. TABLE R404.L1(D REGRROLESS OF 501L TYPE UNLESS R SPECIFIC DESIGN I5 PROVIDED PER FOOTNOTE "E" OF THE TABLE 12"x9"42" PLATE FASTENED TO GIRDER WITH (4) 16d NAILS. ALTERNATE METHODS OF .SUPPORT MAY BE USED, PROVIDING THEY PRE CAPABLE OF TRANSFERRING THE DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FCUNDRTION. ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL 4" DIR. PERFORATED DRAIN FIN. GRD. SEE.RCTURL FLOOR PLAN FOR LENGTH - SEE NOTE o2 r---------------------------------------------- - - - - •, I I J i - SEE NOTE 3 1 FOR LOADING FROM UNIT ON BASEMENT WALL AND CENTER GIRDER SUPPORT, SEE SHT n3 -- I I I I- R COLUMN IS REQUIRED BENEATH EACH I I ( END OF R CLEAR SPAN CEILING COLUMN SPACING MAY HAVE I I I BEAM. SEE FLOOR PLAN. - TO BE ADJUSTED TO MISS I I I STAIRS. SEE ACTUAL FLOOR I - PLAN FOR STAIR LOCATION. I { ( WINDOWS I I SEE CENTER GIRDER SPACING TABLE. SHY n3° OR VENTS I I SEE NOTE nl 3" RI5C STD. I I CONC.OFTG. II1 I I - I I I I o STTEE2- ° I CONTINGENT I UPON SOIL SEE NOTE all - - ' BEARING I I CAPACITY 14" FIELD WORK B" I I I I I FOUNDATION PLANS RND.DETRILS I I ARE SUGGESTED MEANS OF SUPPORT. I FINAL DRAWINGS FOR SITE WORK REQUIRED IN CONNECTION WITH BASEMENT MODELS ONLY f I SMOKE DETECTOR IPION-SITE D I I I SETUP/INSTALLATION OF THE OTHERS To WIRE DROP INTERCONNECTED I I UNIT SHALL BE DONE BY R P.E. WITH REMAINING DWELLING SMOKE I I OR RA. BASED ON SOIL CONDITIONS. DETECTORS BY MRNUFRCTURER I SEE NOTE #15. TYP. FOUNDRTION PLRN SCALE: 1/4"=1'-0" NOTE: ALL MATERIALS 6 LABOR REDJIREO BELOW BOTTOM OF FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER. DETAILS SHOWN ARE SUGGESTED ONLY d ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES. FIELD WORK 1 1111 SEE NOTE -5 z E VAPOR BARRIER �IJm 4" GRAVEL BASE DIR PERFORATED CRRIN CRRWL SPACE DETRILS SCALE: 1'=V -O" THE IN51JLRTION I5 NOT SHOWN FOR DRAWING CLRRITY. SEE SHT 3e FOR INSULATION REQUIREMENTS NnGUL,�<rt'i�i J CJ�4 Irl 4! DATABASE NAME 04\4a FIELD' NOTES L IF BUILDER EXCEEDS MAX. CCLUMN SPRCINO ON SHT 3c. NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL BE ASSUMED BY THE MANUFACTURER Z EXTERIOR DIMENSIONS SHOWN ON FLOOR PLAN REFLECT WOOD TO WOOD MEASUREMENT ALLOWING SHEATHING TO EXTEND DOWN OVER THE SILL FLATS WHEN FORM INSLLRTION IS ADDED, SIZE OF FOUNDATION MUST BE ENLARGED 2" IN WIDTH AND LENGTH. S ST PILAERS MAY BE REQUIRED. BUILDER MUST CHECK SOIL CONDITIONS AND APPLICABLE CODES. 4, UNIT TO BE TOE-NRILED WITH 16d NAILS i6" O.C. AROUND PERIMETER S. CRAWL SPACE FOUNDATION REQUIRES IB'Y24' RECESS. REOUD�ED VENTILATION 1 SF FOR EACH 150 5F OF CRAWL SPACE AREA PROVIDED BY CROSS VENTS MACE U4 ECT G RODENT PROOF WITH SCREENING OF LOUVERS. 6. THIS DEPTH WILL VARY. CHECK LOCAL REQUIREMENTS 7. FOUNDATION EXCEPT FOR METHOD OF CENTER GIRDER SUPPORT AND SPACING NOT FOR STATE APPROVAL S. FINAL DESIGN FOR SITE WORK REQUIRED FOR SET-UP INSTALLATION OF THE UNIT SHALL BE DONE BY ANARCHITECT OR PROFESSIONAL ENGINEER IN THE STATE FIND BASED ON ACTUAL SOIL CONDITIONS AND APPLICABLE CODES. 9. STAIRS ARE THE RESPONSIBILITY OF THE BUILDER 7-3/4' MAX RI5E 6 10" MIN. TREAD REQUIRED FOR M0. AND SOME AREAS OF'NH. 10 SEE SHIT 3b FOR ADDITIONAL NOTES IL (MR 3 12' MM COLUMN REQUIRED. LZ (RD REQUIRES DOUBLE SILL PLATE OR USE CF FOUNDATION ANCHOR STRAPS. 13. IRD REQUIRES ED 12"x32" REMOTE OPERABLE WINDOWS IN ALL FOUNDATIONS. 14.(RD REQUIRES TWO HANORRILS PER RUN OF STAIRS IF OPEN ON BOTH SIDES. 15. FOUNDATION PLANS AND DETAILS SHOWN ARE FOR MASONRY CONSTRUCTION. OTHER MATERIALS MAY BE USED. CONTINGENT UPON DESIGNING TO THE REQUIRED LORDS AND CONSTRUCTED IN ACCORDANCE WITH THE RPPLICRBLE BUILDING CODES AND APPROVED BY THE LOCAL BUILDING OFFICIAL is. 3" STANDARD WEIGHT STEEL PIPE COLUMN. RSTM DL ASFyy=36 hi 4ni), ALLOWABLE CONCENTRIC LORD = 34.000 Lbs 9 8'-0" HEIGHT. CAPACITY OF OTHER COLUMN HEIGHTS SHALL BE IN ACCORDANCE WITH RISC. MANUAL OF STEEL CONSTRUCTION. SPACE RESERVED FOR THE NEW YORK STAMP OF RPPROVRL ME 1,20) ULPH MENEM NET MRSTER SERIES RANCH, CAPE, TWO STORY & CONTEMP. FOUNDATION PLAN DETAILS & NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE I SCALE REV. HT. N0. MJL 3-22-91 1 SHOWN 10-15-2010 1, 4a FIELD WOPK NOTE: ' THE INSULATION IS NOT SHOWN FOR CRRWING CLARITY. SEE SHT 3e FOR INSL ATION REQUIREMENTS. WATERPROOF EXPANSION JOINT ' CONCRETE SLAB F .b. :...4" GRAVEL BASE__ VRPOR BARRIER 4" DIR. PERFORATED DRAIN FIN. GRD. SEE.RCTURL FLOOR PLAN FOR LENGTH - SEE NOTE o2 r---------------------------------------------- - - - - •, I I J i - SEE NOTE 3 1 FOR LOADING FROM UNIT ON BASEMENT WALL AND CENTER GIRDER SUPPORT, SEE SHT n3 -- I I I I- R COLUMN IS REQUIRED BENEATH EACH I I ( END OF R CLEAR SPAN CEILING COLUMN SPACING MAY HAVE I I I BEAM. SEE FLOOR PLAN. - TO BE ADJUSTED TO MISS I I I STAIRS. SEE ACTUAL FLOOR I - PLAN FOR STAIR LOCATION. I { ( WINDOWS I I SEE CENTER GIRDER SPACING TABLE. SHY n3° OR VENTS I I SEE NOTE nl 3" RI5C STD. I I CONC.OFTG. II1 I I - I I I I o STTEE2- ° I CONTINGENT I UPON SOIL SEE NOTE all - - ' BEARING I I CAPACITY 14" FIELD WORK B" I I I I I FOUNDATION PLANS RND.DETRILS I I ARE SUGGESTED MEANS OF SUPPORT. I FINAL DRAWINGS FOR SITE WORK REQUIRED IN CONNECTION WITH BASEMENT MODELS ONLY f I SMOKE DETECTOR IPION-SITE D I I I SETUP/INSTALLATION OF THE OTHERS To WIRE DROP INTERCONNECTED I I UNIT SHALL BE DONE BY R P.E. WITH REMAINING DWELLING SMOKE I I OR RA. BASED ON SOIL CONDITIONS. DETECTORS BY MRNUFRCTURER I SEE NOTE #15. TYP. FOUNDRTION PLRN SCALE: 1/4"=1'-0" NOTE: ALL MATERIALS 6 LABOR REDJIREO BELOW BOTTOM OF FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER. DETAILS SHOWN ARE SUGGESTED ONLY d ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES. FIELD WORK 1 1111 SEE NOTE -5 z E VAPOR BARRIER �IJm 4" GRAVEL BASE DIR PERFORATED CRRIN CRRWL SPACE DETRILS SCALE: 1'=V -O" THE IN51JLRTION I5 NOT SHOWN FOR DRAWING CLRRITY. SEE SHT 3e FOR INSULATION REQUIREMENTS NnGUL,�<rt'i�i J CJ�4 Irl 4! DATABASE NAME 04\4a FIELD' NOTES L IF BUILDER EXCEEDS MAX. CCLUMN SPRCINO ON SHT 3c. NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL BE ASSUMED BY THE MANUFACTURER Z EXTERIOR DIMENSIONS SHOWN ON FLOOR PLAN REFLECT WOOD TO WOOD MEASUREMENT ALLOWING SHEATHING TO EXTEND DOWN OVER THE SILL FLATS WHEN FORM INSLLRTION IS ADDED, SIZE OF FOUNDATION MUST BE ENLARGED 2" IN WIDTH AND LENGTH. S ST PILAERS MAY BE REQUIRED. BUILDER MUST CHECK SOIL CONDITIONS AND APPLICABLE CODES. 4, UNIT TO BE TOE-NRILED WITH 16d NAILS i6" O.C. AROUND PERIMETER S. CRAWL SPACE FOUNDATION REQUIRES IB'Y24' RECESS. REOUD�ED VENTILATION 1 SF FOR EACH 150 5F OF CRAWL SPACE AREA PROVIDED BY CROSS VENTS MACE U4 ECT G RODENT PROOF WITH SCREENING OF LOUVERS. 6. THIS DEPTH WILL VARY. CHECK LOCAL REQUIREMENTS 7. FOUNDATION EXCEPT FOR METHOD OF CENTER GIRDER SUPPORT AND SPACING NOT FOR STATE APPROVAL S. FINAL DESIGN FOR SITE WORK REQUIRED FOR SET-UP INSTALLATION OF THE UNIT SHALL BE DONE BY ANARCHITECT OR PROFESSIONAL ENGINEER IN THE STATE FIND BASED ON ACTUAL SOIL CONDITIONS AND APPLICABLE CODES. 9. STAIRS ARE THE RESPONSIBILITY OF THE BUILDER 7-3/4' MAX RI5E 6 10" MIN. TREAD REQUIRED FOR M0. AND SOME AREAS OF'NH. 10 SEE SHIT 3b FOR ADDITIONAL NOTES IL (MR 3 12' MM COLUMN REQUIRED. LZ (RD REQUIRES DOUBLE SILL PLATE OR USE CF FOUNDATION ANCHOR STRAPS. 13. IRD REQUIRES ED 12"x32" REMOTE OPERABLE WINDOWS IN ALL FOUNDATIONS. 14.(RD REQUIRES TWO HANORRILS PER RUN OF STAIRS IF OPEN ON BOTH SIDES. 15. FOUNDATION PLANS AND DETAILS SHOWN ARE FOR MASONRY CONSTRUCTION. OTHER MATERIALS MAY BE USED. CONTINGENT UPON DESIGNING TO THE REQUIRED LORDS AND CONSTRUCTED IN ACCORDANCE WITH THE RPPLICRBLE BUILDING CODES AND APPROVED BY THE LOCAL BUILDING OFFICIAL is. 3" STANDARD WEIGHT STEEL PIPE COLUMN. RSTM DL ASFyy=36 hi 4ni), ALLOWABLE CONCENTRIC LORD = 34.000 Lbs 9 8'-0" HEIGHT. CAPACITY OF OTHER COLUMN HEIGHTS SHALL BE IN ACCORDANCE WITH RISC. MANUAL OF STEEL CONSTRUCTION. SPACE RESERVED FOR THE NEW YORK STAMP OF RPPROVRL ME 1,20) ULPH MENEM NET MRSTER SERIES RANCH, CAPE, TWO STORY & CONTEMP. FOUNDATION PLAN DETAILS & NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE I SCALE REV. HT. N0. MJL 3-22-91 1 SHOWN 10-15-2010 1, 4a 500 WATTS MASTER SERIES . - CKTnl CKT=16 SEE ELECT. NOTE 2,/''— ' SHT 3a' i i 3 V 1 SEE ELECTRICAL NOTES. SHT 3e FOR RFCI CRITERIA ----------- — —— z: I� 11 1, ;I II, I, II, J I•---------------------- 13 I• — ------------- r' n' 11 REV. CKTnll CKTn1 _.� CKT72 I I 59 I �n� 3 C Tn CKTz9 I RII BOX I ,j!�T,4 119 I ;' ; L — — , II I J ; 1919 P F� 3/4-0 L 29 -. CKTn2L 19 .4-0 'Il 4 , 4 2 3� L ��-\) I A I CKTe3 ❑1 2 i i I CKT=8 SEE NOTE n6 _ J $ ' $ I , 2 1 S CKTn5 L S —,J I �� � r ---_ OCT-11 I; ;I NOTE -13 5. 2 - I . i i �` LK -CKTn12 ;' NOTE ne I^6 - 6 I i' l i I CKTn22 1 1 20 J CKTn20 CKTeIp I CKTo6 CKT-20 i i i; 22 I 22 lU6 ; r 20 Lf $ $ 6 I I SEE NOTE -6 .. , I SEE "B" BOX i I NOTE -9 -'i m J I I ii ii I 1 20 21 i,_ 22 22 (-1�—�----------L----- ;i L�6 TYPICRL ELECT2ICRL LRYOUT SEE ELECT. NOTE az, SHT 3e 500 WATTS u C SEE NOTE n14 3/4"o - _ _•-------•------ ;; x500 WRTT5i1 '; L IS00 WATTS �1 ii I i; iiI H -I 111-1" BOX— T SOD -15DO WATTS - — ., ;iI WATTS II IIII II II II I' II _ — — JI III H-6 T ` I F __________+I I' I' it I II II II ,1 II I II III ji iil I II II I I I I I I III I 11 '1 ,I II 150D WATTS 1' II 1250 WATTS ------------- TYPICRL ELECTRIC HEAT LRYOUT -______r______BT,_- 4560 UH I ii 1140 STUHI; 1000 WATTS I SEE NOTE 4 6 H2 I "B" BOX I L1500 WATTS — — — CROPS TO BOILER IN BASEMENT JA W --------------------- 1710 MASTER SERIES 5°° 'Z: ------- WATTS I� 11 1, ;I II, I, II, J II 11 u C SEE NOTE n14 3/4"o - _ _•-------•------ ;; x500 WRTT5i1 '; L IS00 WATTS �1 ii I i; iiI H -I 111-1" BOX— T SOD -15DO WATTS - — ., ;iI WATTS II IIII II II II I' II _ — — JI III H-6 T ` I F __________+I I' I' it I II II II ,1 II I II III ji iil I II II I I I I I I III I 11 '1 ,I II 150D WATTS 1' II 1250 WATTS ------------- TYPICRL ELECTRIC HEAT LRYOUT -______r______BT,_- 4560 UH I ii 1140 STUHI; 1000 WATTS I SEE NOTE 4 6 H2 I "B" BOX I L1500 WATTS — — — CROPS TO BOILER IN BASEMENT JA W --------------------- 1710 MASTER SERIES - a + I; ,I II I, I, I, I, I MUNCY HOMES, INC. 1567 FIR ROUTE 442 I, I I; I, I II, I, II, J II 11 u C SEE NOTE n14 3/4"o - _ _•-------•------ ;; x500 WRTT5i1 '; L IS00 WATTS �1 ii I i; iiI H -I 111-1" BOX— T SOD -15DO WATTS - — ., ;iI WATTS II IIII II II II I' II _ — — JI III H-6 T ` I F __________+I I' I' it I II II II ,1 II I II III ji iil I II II I I I I I I III I 11 '1 ,I II 150D WATTS 1' II 1250 WATTS ------------- TYPICRL ELECTRIC HEAT LRYOUT -______r______BT,_- 4560 UH I ii 1140 STUHI; 1000 WATTS I SEE NOTE 4 6 H2 I "B" BOX I L1500 WATTS — — — CROPS TO BOILER IN BASEMENT JA W --------------------- 1710 MASTER SERIES - a + 2 STORY & 2 STORY 2-FRMILY MODELS II 1 MUNCY HOMES, INC. 1567 FIR ROUTE 442 MUNCY, PR 17756 II 11 DRTE I SCRLE REV. 1 I1 �— DATABASOS\5E NAME 1710 BTUH 3-22-91 I` 10-15-2010 59 N I ' 2280 BTUH F I 3/4-0 I' ' I I I .4-0 'Il , r' I � `-- 4560 BTUH E ------------- --- CE I II ! I I I I' I� 11 II 31V 0 5130 BTUH BTL I ' " I II E I II I II II ,' II I '1 II I I**I11 II I I;, PERIMETER LOOP l it / II II I II 0 I i 1I �1 1 2280 BTifii ' I' I II II I I 1; 11 11 4560 BTUH I-- __ E—J E--E—J `---- - ------------ TYPICRL HYDRONTC HERT LAYOUT CKTn4 SEE NOTE =7 7 7 qP r2 7 CKT-7 7 "C" BOX. ' 1 3 5 = g S CKTnS L— --------1 NTE ne S 5 8 g 13 le B� c J 5 I'D" -BOX 18 Soo WATTS I I I I JJI L=ECI °C' BO H-3 3 SEE NOTE n6 SEE NOTE n6 'J H-4 J DROPS TO BOILER � INNEASEMENTNT `F' =F.—.STI. T" BOX A � 3/4° 0 I"D" BOX II 3420 BTUH . SEE NOTE n6 I L-- 4560 BTUH i 1140 BTUH 1 n , n II 1 n I, IJ II n II n II II II II II II II II II II II PERIMETER LOQ --- 1 II II II II I II II II 11 I i I i 3420 BTUH ; I I I , I II II II it I ,I I' 3420 BTUH ---------- NOTES L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY. 2 HEAT LAYOUT AND UNIT SIZES ARE REPRESENTATIVE ONLY. 3. SEE SHT 3. FOR ELECTRIC CIRCUIT SCHEDULE AND GENERAL NOTES, INSLJATION SCHEDULES AND DOOR AND WIDIDOW U VALUES. 4. SEE SHT 3b FOR ELECTRICAL NOTES, ELECTRICAL SYMBOLS FIND HEAT NOTES. S UUERL055 CRLCuLRTioN!S ARE AVAILABLE 6 SEE 'ELECTRICAL FIELD NOTES", NOTE -IB, .SHT 3b. 7. SEE 'ELECTRICRL FIELD NOTES', NOTE n3, SHT 3b. 8. SEE "ELECTRICAL FIELD NOTES", NOTE n2, SHT 3b. 9. SEE "ELECTRICAL FIELD NOTES', NOTE n1B, SHT 3b. 10. SIDE BY°�SIDE W TEWAN�SAEPSRRRTION WR1_LORN BETWEEN THEM SEE SHT 2k FOR FLDOR PLAN IL DEVICES ON 0POSTTE SIDES OF TENRNT SEA�TION WALL CRN NOT BE IN SAME STUD a ELECTRICAL SCHEMATIC IS FOR ONE LIVING UNIT. SECOND LIVING UNIT IS MIRROR IMRGE. a LOCATION OF WATER HEATER IF CRAWL SPACE OPTION IS SPECIFIED (ELEC ONLY). e) MIN 24" WIDE x 3D' DEEP ACCESS MUST BE PROVIDED TO WATER HEATERS IJSTRII Fn IN CLOSETS OR FLCOVES, b) 30' x 30" CLEAR FLOOR SPACE TO BE PROVIDED BT WRILK HERTER CONTROLS WHEN WH' I5 I STRLLED IN R ROOM F7::i9�NXaaa�la�17 L-i.a.l��7:�ifL1;,l, IMAM 3-SECUD GUS' MASTER SERIES - a + 2 STORY & 2 STORY 2-FRMILY MODELS ELECTRICRL & HERT LRYOUT MUNCY HOMES, INC. 1567 FIR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE I SCRLE REV. SHT. NO. DATABASOS\5E NAME MJL 3-22-91 1/4'�-1'-0" 10-15-2010 59 / A w•1 w•I dt•t diet W1 dl•l •I eN.l -�IT dt•1 cM•1 `N' I i I II �' FFi ��� � i 00 III _ 00 �I, 2 �1 �_ I o0 I w.t 6 RANGE HOOD E i i G r•¢ �, iw TYPICAL Ei I I RANGE HOOD I I I J Iron C D RANGE HOOD I I �_ TYPICAL ; I - L RANGE HOOD A OPT. ISLAND TYPICAL I t -J F I RANGE HOLO TYPICAL wrz I I I I i WL w I ____ H w2 i I K O Rte. __H•2ftOWN GFIdb .2 cRQ ...2db rolaGFi f r dl• OR 11P BPRGFI dl•1 PLAN 11 PLAN. 2 PLAN .3 PLAN 4 PLAN. S [lull LEM a LL-_a R 6 C 0 E F 0 a.11.~1 � ai.11. Zr s Li t H I J K L TYPTCRI FIFCTRTCRI PRNFI SCHEDULE TYPICRL FRCTORY GROUNDING METHODS FOR METRL BOXES GROUND EXTERIOR RECEPTACLES. O O O FlFCTRICRL NOTE =2. FIXTURE WIRE FIXTURE WIRE 3a. FOR AFCI CRITFJZIA. R FCTRICPL NOTES, 3a. = T I Ilk I i I \ I GROUND SCREW WIRE NUT TYP. GROUND SCREW FEED ED TYPTC._ _ ./-_ _•_O_,D_,,__ TO, -- --_ _- GROUNDING JUNCTION 4-7AWG THN OR TWNN 200 AMP MRQ4 PANEL 40 SIN LE 'OLE SPACES 10-2 FIXTURE WIRE BARE GROUND SMALL APPLIANCE = SMALL PPPUR CE ONLY WHEN MAIN 15 Flt_L BLACK NUT GENERAL ILLUMINATION 3 BATHS) WORK SWITCH IS GROUNDED TO GENERAL ILLUMINATION S WHIRLPOOL TUB (DFTJ Box uslNc + GENERA_ ILLUMINATION 7 6 GENERAL ILLUMINATION SCREWS TO BOX RANDE 9 6 GENERAL ILLUMINATION GROUND BLACK SCREW 10 WATER HEATER RED WASHER (mTJ 11 10-2 WIRE FEED GROU NO COOKTOP l3 12 CRIER (CPTJ FOR WATER HEATER ' DISCONNECT SWITCH DISHWASHER (OPTJ 15 14 °6 GROUND SUPFLIED MICROWAVE IOPTJ 17 A D SPARE 16 GARBAGE DISPOSAL BY OTHERS SPIE 5PPRE FIELD WORK ' SPARE SPARE SPARE SPR?£ SPARE SPARE ELECTRIC HEAT H-1 H-2 ELECTRIC HERT i ELECTRIC HEATH -3 -{ ELECTRIC FEAT - FIELD NOTES FIELD NOTES SERVICE FNTP.FiSF Cll F BREAKER INSTFiLLATIONt MAIN TO MAIN BREAKER 15 TO BE SINGLE POLE BREAKER - 2/0 OR 4/0 ALUMINUM SACK OR COMMON WIRE IS PUT UNDER + SUPPLIED G INSTALLED BY OTHERS SCREW TAB ON BROKE? - ALL OR NEUTRAL WIRE IS RUT UNDER WE TIGHTENED INNER SCREW IN NEUTRAL BF, S AS SPECIFIEDDI IN TaZOPLL UES A BARE COPPER GROUND IS RUT UNDER INSTRU N GAUGE INSWIPE IO5.0EPETOING ON GHU,GE - SCREW IN GROUND BAR. OF WIPE THE PANG_ BOX 15 BONDED USING R DOUBLE POE BREFPcER SAME AS SINGLE POLE WITH THE BONDING SCREW THEGUGH THE ADDITION OF R SECOND WT- WIRE + .NEUTRAL BFR INTO THE BOX CASING. UNDER A SECOND SCREW TAB IN - THE INTERIOR METAL WATER PIPING THE DDIFl F POLE SPEAKER. SYSTEM SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSLFF_ THE GROJ:DED CONDUCTOR AT THE SERVICE, THE GROUNDING ELECTRCOE ' CONDUCTOR WEER- OF SUFFICIENT SIZE.. OR TO THE WE OR MORE ' GROUNDING ELECTRODES UBO THE:POINTS OF ATTACHMENT (F THE BONDING JUMPER SHELL BE T-CCESSISLE THIS IS TO BE DONE ON SITE BY BUM -DER IN RCCOROANE WITH GOVERNING CODES. CODES. GROUND SCREW WIRE NUT TYP. GROUND SCREW FEED ED TYPTC._ _ ./-_ _•_O_,D_,,__ TO, -- --_ _- GROUNDING JUNCTION 4-7AWG THN OR TWNN 200 AMP MRQ4 PANEL 40 SIN LE 'OLE SPACES 10-2 FIXTURE WIRE BARE GROUND RED WIRE ONLY WHEN MAIN 15 Flt_L BLACK NUT INSTALLED BY OTHERS NOTE: WORK SWITCH IS GROUNDED TO Box uslNc BARE MCUNTING GROUND SCREWS TO BOX GROUND BLACK SCREW RED BARE 10-2 WIRE FEED GROU NO METAL 80"TO BE USED FOR WATER HEATER ' DISCONNECT SWITCH THIS PANEL IS UTILIZED FOR IXCESS CIRCUITS AND INSTRI .6 [£DIAD ONLY WHEN MAIN 15 Flt_L INSTALLED BY OTHERS FIELD WORK TYP SUR -FEED DFTRIL NOTE5: 1 - THE MAIN PANEL BOX I5 R 50UPPE D- 0014OM200 OR EOURL 2 - THE SSB PANEL BOX IS A SOURRE D - 0012OM100 OR ECURL ckt-4 ckt=4 ° I I! I II I ckt°4 11 9119 O [I O LU VITT GROUPS ARE ILLUSTRATIVE ONLY, ACTUAL MEDICINE CABINET DESIGN MAY VARY. NOTE. TYP. OPT. FIREPLRCE FLOOR SYSTEM OF FIREPLACE MAY BE DESIGNED SO THAT NO SCALE: 1/4"=P -T FOUNDATIONSUPPORT IS REQUIRED. CHECK WITH MANUFACTURER FOR FOUNORT30N SLPPORT REQUIREMENTS. II 2'-6" I : EXTERIOR WALL MRX. OPT. PRE-MPNJFRCTURED FIREPLRCE INSTRLLED I' IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE FIELD NOTE -7 OF DWGS 2. SEE GENERAL NOTES - 2, rn a2. 3 AND GENERAL FIELD NOTE -6 OF DWG 3b. (NY) SEE ENERGY NOTE =12 RNO 13 OF DWG I. o O MANUFACTURER FA5 OPTION OF PROVIDING CHASE AND R0. FOP. ON SITE INSTALLATION OF FIREPLACE BY BUILDER EQUIPMENT SHRILL BE INSTALLED IN Ii ACCORDANCE WITHMANUFRCTURER'5 INSTALLATION INSTRUCTIONS AND GOVERNING CODES. MANUFRCTLRE:R HAS OPTION OFPROVIDING CHASE TO ACCOMMODATE MORE THPN ONE FLUE. NOTES L KITCHENS MAY BE ROTATED 90 OR 180 DEGREES 2 KITCHENS SE REVERSED DJ EITHER DIRECTION. 7N IN I PERT OR TS ENTIRETY. B. CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN APPLIANCES. 4. APPLIANCES MAY BE BY MANUFACTURER OR BUILCER. S. RANGE HOODS SHALL BE VENTED TO THE EXTERIOR WHEN R SQJRCE OF NRNRRL,VENITILRTION IS NOT ckto4PROVIDED. G. WINDOW OVER SINK MAT BE OMITTED PROVIDED. LIGHT AND VENTILATION REOUNT ENTS ARE MET. 7. BARS EXTENDED COUNTERS MAY BE BOOED TO ALL KITCHENS. CLEARANCES SHALL BE PROVIDED PER O 8. CABINETS MAY BE INSTALLED UNDER BPR OR EXTENDED �- CCUNTER. OR SUPPCRT.MRT BE'PROVIDED BY WOOD OR METAL LEGS. 9. CABINETS AVAILABLE UNDER OR ABOVE BARS OR EXTEND COUNTERS MAY OPEN EITHER ONE SIDE OR BOTH SIDES. 10. CPBINETS RND/OR BATH FIXTURES MAY BE BODED TR PROVIDED APPLICABLE CODES AND CLEARANCES ARE CO OMI COMPLIED WITH. -IF ' I,. PARTIAL OR ENTIRE KITCHENS AND/OR BATHS MAYBE OMITTED TO ALLOW FOR INSTALLATION ON SITE BY BUILDER PER APPLICABLE CODES. IZ BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRE' 13. BATHS MAY BE ROTATED 90 OR 180 DEGREES. 14. BATH, GRROE14 AND WHIRLPOOL TUBS MRY BE I . •I INTERCHANGED. 15. VRNITIES MAY BE SINGLE OR DOUBLE BOWL ckt=4 16. ALL BATHS SHALL HAVE EXHAUST FANS OR FANLIGHT COMBINATION THAT PRE VENTED TO EXTERIOR I • `I 17.RLL BATHS SHALL HAVE R MEDICINE CABINL•-T. 18. SEE SHTS 5 FOR TTP. ELECTRICAL LATOUTS 19. BATHS ARE AVAILABLE WITH FEAT LAMP OPTION, 20. WHIRLPOOL TUBS PRE AVAILABLE IN SOME BATH LAYOUTS AND SHALL BE WIRED IN ACCORDANCE WITH NEC AND MRN.FRCTU RERS RECOMENDRTICNS. ZL SFE NOTES =3. =4. =5 OF BHT 1e 22. SEE GENERAL NOTES - 2. NOTE -13. SW 3b. RIR GRP TYP. AIR GRP DETAIL FOR PN OVER THE RIM TUB SPOUT (HOT TUBS. WHIRPOOLS 6 GARDEN TUBS). 2' MIN. MIK MM MU1 MIN WALL PC O IdCE Zi MIN. CLEARANCE IN FRONT 7 OF SHpWER OPENING. MINA TUB SIi7WFR 1024 SS HTNL W, TYP. FIXTURE CIFRRRNCFS : nl F; NTS. 2-0• MIN ] 1 I i I I I /II II I ^ II fl ' I II II I I i I I I' I. I, CLOSET CONFIGURRTIONS SCALE: 1/4"=1'-0" NAME FOP. ALMN. W 112940H, 3 -SECOND GUST MRSTER SERIES RLL MODELS MISCELLRNEOUS DETRILS MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV. SHT. N0, MJL 3-22-91 1 NONE ' 10-15-2010 6- 3' VTR CONNECTION TO SIN: FIXTURE OPT. SHUT -OFFS L/Z' FIR _FLOOR H C 1/2 - OPT. .5HUT-CFFS /2°OPT..5HUT-CFFS FIN. FLOOR H C TUH/SHOWFR SUPPIY FACTORY IN5TRLLRTTON 51RUT-OFFS PND WASHER HOCK -UPS LY FIR FLOOR H I C WRSHFR SUPPI Y FACTORY INSTRLLRTION CONNECTION TO WC OPT. SHUT-OFF L2" FIR FLOOR C 3" VTR 1 L2' . I 3' VTR 3' VTR �i 1 L2' 16' HIIJ. 47' MAX. ' Z° STANDPIPE I I 30' MIR- MASS. I 1 1/2° ' L 1/2" I j 112"I I SRR TEE I 'i F FIN. FLOOR � i TRIP LEVER IR FLOOR i I,� SFri. TEE 2' P -TARP OPT. OSL BOWL 2" i SAN. TEE I . -t.Z SAM TEE T I 1 12' P -TRAP -i FIR FLOOR 2- c ll�--FIR FLOOR Z yL 2" P-TRRP 1 1/2' P -TARP TAR OR CRAX AROUND ' SINK DRAINS PERIMETER OF VENT ' (OPT.) ONE PIECE METRL F SLEEVE OR SELF- ' SRR TEE CAULKING RUBBER CCM. WASTE BOOT 12' MIN. TYP. .112' P -TRAP FLASHING EXPOSED DRYWALL COMPOUND TUB OR SHOWER ORRIN (MRSS) 3' VENT EXTENDS 16' TO 24" ABOVE AND ON DOWN SIDE USED AT RLL PIPE PENETRATIONS Is2 HALL 4 SIZES) IZ' BELOW ROOF. KITCHEN STNK DRAIN b VENT 7� FASTENED TO DECKING (RD ALL VENTS SHALL EXTEND 3' IN DI. = TYP. FLOOR DECKING OT ERS STALLED BY 12' ABOVE AND 24' BELOW. ROOF. M 3" VENT EXTENDS TYP. FLOOR JOIST 111' ABOVE ROOF OR 6' . RBOVE RNITICIPRTED SNOW I. TO 2' OR 1 L2'. 1/2" MIN- DRYWALL FIELD PCCUMULAT10K VENTP£DUCEP. (TYPICRU INSTALLED BY OTHERS AFTER EXTENDS IT -SEI -OW ROOF. EC�GRPIING.IS SECURED TO CONNECTION TO SIN: FIXTURE OPT. SHUT -OFFS L/Z' FIR _FLOOR H C 1/2 - OPT. .5HUT-CFFS /2°OPT..5HUT-CFFS FIN. FLOOR H C TUH/SHOWFR SUPPIY FACTORY IN5TRLLRTTON 51RUT-OFFS PND WASHER HOCK -UPS LY FIR FLOOR H I C WRSHFR SUPPI Y FACTORY INSTRLLRTION CONNECTION TO WC OPT. SHUT-OFF L2" FIR FLOOR C 3" VTR 1 L2' . I 3' VTR 3' VTR �i 1 L2' 16' HIIJ. 47' MAX. ' Z° STANDPIPE I I 30' MIR- MASS. I 1 1/2° ' L 1/2" I j 112"I I SRR TEE I 'i F FIN. FLOOR � i TRIP LEVER IR FLOOR i I,� SFri. TEE 2' P -TARP OPT. OSL BOWL 2" i SAN. TEE I . -t.Z SAM TEE T I 1 12' P -TRAP -i FIR FLOOR 2- c ll�--FIR FLOOR Z yL 2" P-TRRP 1 1/2' P -TARP VACUUM RFI IEF VALVE REQUIRED TO BE INSTALLED ON SUPPLY ON WATER HEATERS B457FLLED ON LIVING LEVELS IN CRAWL SPACE UNTIE Wlt FIN FLOOR —TOP VALVE 2" RIR GRP TO HOME _Y ,(6' AIR GRP NY) SUPPLY MM 0.0276° 24 9e. GALVANIZED STEM PAN ELECTRIC WATER HEATERS ALLOWED HIGH -IMPACT PLASTIC PAN MIN. 0626' THICK AS AN OPTION PAN SHALL BE R MINIMUM OF 1 1/Z' DEEP 1' MIR PVC 1' PVC ELL ORRIN SHALL PIPE 6 DISCHARGE 'INDIRECTLY TO A HAZARD FREE LOCATION TO BE APPROVED BY LOCAL BUILDING OFFICIAL FOUNDATION (FIELD) RODENT PROOF ENTRANCE (FIELD) L3/4' (FIELD) J .J 3/4" INLET FIELD1 MAIN SHUT NOTES: 1- FUEL -FIRED WATER HEATERS SHALL NOT BE INSTALLED IN R SLEEPING ROOM. BATHROOM OR R CLOSET ACCESSED THROUGH R SLEEPING ROOM OR BATHROOM 2- D45TFLL RTION SHALL BE PROTECTED FROM FREEZING. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HEATER 3- WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED d ITS DRAIN SHALL PIPE BELOW FIRST FLOOR (DRAIN PROVIDED IN PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE 6 DISCHARGE INDIRECTLY TO R HAZARD FREE POINT. THE PAN SHALL NOT BE LESS THAN 1 1/Z' DEEP AND SHALL BE OF SUFFICIENT SIZE AND 5HRPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HEATER. i 3" VTR i 3' VTR FUTURE VENT MAY BE 3 VTR DISHWASHER LOPTL DRAIN LOOPED VENT 6 ORRIN .0 LINES I I DELETED WHEN CLOTHES UNDER CT. OR THRU RIR CRF' FROM ad FLR ON SITE i WRSHFR IS ON FIRST OR I PER MHNUF. INSTRUCTIONS BY BUILDER AND ARE NOT I 3' VTR FROM I I SECOND FLOOR I TO BE TIED INTO VENTED f 1st FLR FIXTURES I I FROM ht FLR FIXTURES Z' � 1 1/2' I I D.W. I 3° 1 t%, r' VENT 3' DRAIN FOR I ad FLP PLUMBING `YI DISPOSAL ' i SEE NOTE -18 (OPT.) / I I "SELLS EAR TEE COM. WASTE BRANCH FITTING J/ hME W.C. I T T 4NOE W.C. Z. P-TARP FIN. FLOOR I I FIR FLOOR J l� (IJ : 'gh,ar•''�6 . FIR FLOOR FOR FLOOR FIR FLOOR CAPPED d LARM MRLN VENT STACK 6 W C - FACTORY INSTRI IRTTON ERCM VERTICAL UNIT SHALL HAVE ONE MAIN 3 INCH MINIMUM STRCK. ,mm -4 IWITM NAME NOTES L FOR APPLICABLE NOTES, SEE SHY 3b. 2. R PIPING FOR REI SEF VALVE, FIELD INSTALLED AND CCRRAWELCPRCE- TO EXTEND ABOVE FIRST FLOOR AND WITH 6' MIN, RIR GAP. BASEMENT- TO EXTEND -BELOW FIRST FLOOR AND DIRECTED SAFELY TO EXTERIOR WITH DIRECTION DOWNWARD 6 6' MIN. AIR GAP. OR DIRECTED SAFELY TO BASEMENT ORRIN WITH S' MM AIR GRP. B. AN ADEQUATELY RATED TEMP RND PRESSURE RELIEF VALVE 15 TO BE PROVIDED O LOCATION OF WATER HEATER: CRAWL SPACE- WATER HERTER IN UNIT. OPT, R,STALLATION IN BSMT OR RR UNITS. SEE FLOOR RAN BASEMENT OR RAISED RANCH - WATER HEATER IN 8SMT. 3. SEE SHEET 6e FOR TYPICRL FIXTURE CLEARANCES 4. ACHIEVED IN AFIELCTION D BY PLUMBING DEER IN RQORDANCE WITH GOVERNING CODES.. S. INDMDUFL PLUMBING SCHEMATICS RVAILABLE UPON REQUEST FOR COMPLETION IN FIELD.POT PART OF APPRPVRJ 6.' IIJDMOUAL FIXTURE SHUT-OFF VALVES ARE OPT. OR AS CODE REQUIRES. 7. FR05T-FREE EXT. HOSE B03B5 ARE OPT. OR AS REDD. 8. WHERE PRPCTICAL OF ABOVEVENTS MfSFTO L INGE FACTORY MROE 9. WET ENTINGI S ALLOWED WHEN DONE IN ACCORDANCE 1L FOR STATES SUBJECT TO FROST CLOSURE, VENTS TO BE CONNECTED TO 3' VENT STACK OR EXPANDED TO 3"' VTR AT LEAST 12° BELOW ROOF. 12. RCCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLERNOUT OPENING SAME SIZE RS TRAP. INACCESSIBLE TRAPS SHALL NOT HgVE UNIONS, CLERNOUT5 OR SLIP JOINTS. 13. WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR UTILITY AREAS. VINYL CRUUQNG IS APPLIED RRO-IND WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS SHOWER d BATH (WITH SiOWER) WRLLS OR 6 FOOT HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY. VINYL CAULKING IS APPLIED AROUND BATHS. R PIECE OF 4 MIL MIN. PLASTIC IS LAID UNDER CARPET. WATER CLOSET IS CAUIJKED W/VINYL THEN CARPET I5 INSTALLED. 14. DRAIN SIZE FOR 3 WATER CLOSETS SMALL BE 4" MIR 35 (IRC. NY) POTABLE WATER SUPPLY OUTLETS SHALL HAVE THE OUTLET END SPACED A DISTANCE ABOVE THE FLOOD -LEVEL RIM OF THE FIXTURE OR RECEPTACLE, TO PROVIDE AN RIR GRP COMPLYING WITH P2902 -U 1S. IN ONE-FRMILY CRAWL SPACE (FIELD SUPPLIED), TWD-FRMILT OR MULTIPLE DWELLINGS, THE WATER SUPPLY PIPING SMALL BE EQUIPPED WITH ONE VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FIXTURES AND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS. OR OTHER PORTIONS OF THE BUILDING. SUCH DWELLING UNIT CONTROL VALVES SHALL BE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17. (IRG, NY) RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114. 18. QRC. NTl VENTS FOR FUTURE FIXTURES SHALL COMPLY WITH SECTION P3104.E SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 120' NPH 3-SECOW GUST MASTER SERIES RLL MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE SCALE REV. MJL 1 3-22-91 NONE 10-15-21 6b NO. SINK DRAINS 1 DIS 05FL (OPT.) F 45PLL5 SRR TEE CCM. WASTE 1 1/Z' .112' P -TRAP FIR FLOOR • 2" W/ DISHWASHER OR AS CODE REDJIRES KITCHEN STNK DRAIN b VENT ' FRCTORY TNSTRLLATTON SEE SHEE7 3b, 'GENERAL PLUMBING NOTES MOT FOR KTU VACUUM RFI IEF VALVE REQUIRED TO BE INSTALLED ON SUPPLY ON WATER HEATERS B457FLLED ON LIVING LEVELS IN CRAWL SPACE UNTIE Wlt FIN FLOOR —TOP VALVE 2" RIR GRP TO HOME _Y ,(6' AIR GRP NY) SUPPLY MM 0.0276° 24 9e. GALVANIZED STEM PAN ELECTRIC WATER HEATERS ALLOWED HIGH -IMPACT PLASTIC PAN MIN. 0626' THICK AS AN OPTION PAN SHALL BE R MINIMUM OF 1 1/Z' DEEP 1' MIR PVC 1' PVC ELL ORRIN SHALL PIPE 6 DISCHARGE 'INDIRECTLY TO A HAZARD FREE LOCATION TO BE APPROVED BY LOCAL BUILDING OFFICIAL FOUNDATION (FIELD) RODENT PROOF ENTRANCE (FIELD) L3/4' (FIELD) J .J 3/4" INLET FIELD1 MAIN SHUT NOTES: 1- FUEL -FIRED WATER HEATERS SHALL NOT BE INSTALLED IN R SLEEPING ROOM. BATHROOM OR R CLOSET ACCESSED THROUGH R SLEEPING ROOM OR BATHROOM 2- D45TFLL RTION SHALL BE PROTECTED FROM FREEZING. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HEATER 3- WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED d ITS DRAIN SHALL PIPE BELOW FIRST FLOOR (DRAIN PROVIDED IN PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE 6 DISCHARGE INDIRECTLY TO R HAZARD FREE POINT. THE PAN SHALL NOT BE LESS THAN 1 1/Z' DEEP AND SHALL BE OF SUFFICIENT SIZE AND 5HRPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HEATER. i 3" VTR i 3' VTR FUTURE VENT MAY BE 3 VTR DISHWASHER LOPTL DRAIN LOOPED VENT 6 ORRIN .0 LINES I I DELETED WHEN CLOTHES UNDER CT. OR THRU RIR CRF' FROM ad FLR ON SITE i WRSHFR IS ON FIRST OR I PER MHNUF. INSTRUCTIONS BY BUILDER AND ARE NOT I 3' VTR FROM I I SECOND FLOOR I TO BE TIED INTO VENTED f 1st FLR FIXTURES I I FROM ht FLR FIXTURES Z' � 1 1/2' I I D.W. I 3° 1 t%, r' VENT 3' DRAIN FOR I ad FLP PLUMBING `YI DISPOSAL ' i SEE NOTE -18 (OPT.) / I I "SELLS EAR TEE COM. WASTE BRANCH FITTING J/ hME W.C. I T T 4NOE W.C. Z. P-TARP FIN. FLOOR I I FIR FLOOR J l� (IJ : 'gh,ar•''�6 . FIR FLOOR FOR FLOOR FIR FLOOR CAPPED d LARM MRLN VENT STACK 6 W C - FACTORY INSTRI IRTTON ERCM VERTICAL UNIT SHALL HAVE ONE MAIN 3 INCH MINIMUM STRCK. ,mm -4 IWITM NAME NOTES L FOR APPLICABLE NOTES, SEE SHY 3b. 2. R PIPING FOR REI SEF VALVE, FIELD INSTALLED AND CCRRAWELCPRCE- TO EXTEND ABOVE FIRST FLOOR AND WITH 6' MIN, RIR GAP. BASEMENT- TO EXTEND -BELOW FIRST FLOOR AND DIRECTED SAFELY TO EXTERIOR WITH DIRECTION DOWNWARD 6 6' MIN. AIR GAP. OR DIRECTED SAFELY TO BASEMENT ORRIN WITH S' MM AIR GRP. B. AN ADEQUATELY RATED TEMP RND PRESSURE RELIEF VALVE 15 TO BE PROVIDED O LOCATION OF WATER HEATER: CRAWL SPACE- WATER HERTER IN UNIT. OPT, R,STALLATION IN BSMT OR RR UNITS. SEE FLOOR RAN BASEMENT OR RAISED RANCH - WATER HEATER IN 8SMT. 3. SEE SHEET 6e FOR TYPICRL FIXTURE CLEARANCES 4. ACHIEVED IN AFIELCTION D BY PLUMBING DEER IN RQORDANCE WITH GOVERNING CODES.. S. INDMDUFL PLUMBING SCHEMATICS RVAILABLE UPON REQUEST FOR COMPLETION IN FIELD.POT PART OF APPRPVRJ 6.' IIJDMOUAL FIXTURE SHUT-OFF VALVES ARE OPT. OR AS CODE REQUIRES. 7. FR05T-FREE EXT. HOSE B03B5 ARE OPT. OR AS REDD. 8. WHERE PRPCTICAL OF ABOVEVENTS MfSFTO L INGE FACTORY MROE 9. WET ENTINGI S ALLOWED WHEN DONE IN ACCORDANCE 1L FOR STATES SUBJECT TO FROST CLOSURE, VENTS TO BE CONNECTED TO 3' VENT STACK OR EXPANDED TO 3"' VTR AT LEAST 12° BELOW ROOF. 12. RCCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLERNOUT OPENING SAME SIZE RS TRAP. INACCESSIBLE TRAPS SHALL NOT HgVE UNIONS, CLERNOUT5 OR SLIP JOINTS. 13. WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR UTILITY AREAS. VINYL CRUUQNG IS APPLIED RRO-IND WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS SHOWER d BATH (WITH SiOWER) WRLLS OR 6 FOOT HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY. VINYL CAULKING IS APPLIED AROUND BATHS. R PIECE OF 4 MIL MIN. PLASTIC IS LAID UNDER CARPET. WATER CLOSET IS CAUIJKED W/VINYL THEN CARPET I5 INSTALLED. 14. DRAIN SIZE FOR 3 WATER CLOSETS SMALL BE 4" MIR 35 (IRC. NY) POTABLE WATER SUPPLY OUTLETS SHALL HAVE THE OUTLET END SPACED A DISTANCE ABOVE THE FLOOD -LEVEL RIM OF THE FIXTURE OR RECEPTACLE, TO PROVIDE AN RIR GRP COMPLYING WITH P2902 -U 1S. IN ONE-FRMILY CRAWL SPACE (FIELD SUPPLIED), TWD-FRMILT OR MULTIPLE DWELLINGS, THE WATER SUPPLY PIPING SMALL BE EQUIPPED WITH ONE VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FIXTURES AND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS. OR OTHER PORTIONS OF THE BUILDING. SUCH DWELLING UNIT CONTROL VALVES SHALL BE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17. (IRG, NY) RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114. 18. QRC. NTl VENTS FOR FUTURE FIXTURES SHALL COMPLY WITH SECTION P3104.E SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 120' NPH 3-SECOW GUST MASTER SERIES RLL MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE SCALE REV. MJL 1 3-22-91 NONE 10-15-21 6b NO. r VTR I SITE . TEE �Y" 1 • 1 - iAd STORY CEILING ' 2nd STORY FLOOR TEE SITE V� TAT 2nd STORY CEILING i� ELL ,' i ` = , u 2n8 STORY FLOOR f I I Let STORY CEILING I ` i tyr l u£ ,' Y 'ai 5 Iet STORY FLOOR Lel STORY CEILING`-•yi �" 3•I nEL T4 f let STORY FLOOR t I12• y S. y ELL ELL I i 3• VTR. `� \ /r .I-� KEY. ' LT TEE I I� I ,��9[lE .``'/` v, LT = LONG TURN3L1i� I Y I L KED(:' Li TEE I3'/��i I /� � TWO STORE' fSFF SHT 7k 11 L r , T i ! I g� \ I I I TEE LT =LONG TURN DWV SYSTFM r SRE i Iv� -F TEE L yr t �; ° iY`I, T��Tg�� I ��S`- NOTE! 2 LAYS SHALL HAVE �. SITE F.11•y'1• I LSY WASTE WHEN COMBINED i EI_I. I '[•Trr 5Am 3 TEE I I I I J IEE I,. LT EW I L. REFER TO FIXTURE DETAILS FOR 'TARP AND t t r j3. �`.y ELL "'li TEE I I., 1 LT TEE PIPE MES NOT SHOWN T1J THE SCHEMATIC, I I ET_L �' i i,t' , BA�2 i •\ .d t L2• srtE FIRST FLOOR FIXTURES SHALL CONNECT INTO I wliI a I t I �s. ' STTE HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE i i i I' I 5M (J\ IWA 2 DIAMETERS DOWNSTREAM OF STACK BASE AND HE L ! ELL 6iiH I I TEE {/ ! f ELL LT TEE I yqL LT ELL 0, I2• ELL NOT CONNECT INTO SECONO FLOOR ORRIN STACK L.BIL �•� L'C. t lvr \ I + ELL i t R LISTED THROUGH PENETRATION FIP.ESTOP t BA�t3"'`�T i �' i `AL2• i SITE I V= FIRE P.RTT7] p55EMBLSYSTEM 5HR5ED IN THE FLI)OPJCE1l.ING ELL �Y. LLT YEE a} I 7 I I L7 ELL r \ uni5 pE LL BELT •TEE ! •t'12:. f SITE I I pl t��' TEE ` �`L yr L 1�'1`. V Trr l VT I17? /- TEE _ : MM. ME •I 3 SITE ``4 �_ Ick �PJTHd i TEE J LBY ELL ��; ' -SITE t_''r I 5 IEE J i 1K Ell J9RiH 4 •` LT ELL• , t �� J T I 1 LT TEE I /.— TEE I I IS. `. l 1?I }• ' TEE Ir •>` lII2• WIE-I ;Y'I �'Ell / PAM L 6'�SA'Y LT F1.L I StTE •l W 577E -1/ y'` D1 LBY. _ I ��M ITEE /kms/SITE c[r r ATE l I2. OR r WEL4sTt1;,_ TEE 45 �e , t ELL 1 1?-.,)`.E1.L '�^ +',%! L7 TEE SEE Z V Thi 1 l E nOR z EEE o-.-rad� I I/�,{I, �� i ,•.,�.; ETtiu_ �--� ETL 1`•I� 1 I7 3• 7� LT , I TEE J P � T / LLT Ell} 12• oPPPn ,c I pns� n 'I.L LIF _LT ELL '`�` \ \ j."/ LT'TEF' ; L2- TEE ��: BATH 2 SIDE IR -ET SL7E _ OPAW PIPE 6 DIS- T I Lt3L' LT Ell i> LT ELL CHARGE INDIP.ECTLT rl' ' )(� S� \ TO R HAZARD FREE `•.I'I i TEE 3. l aPPR o DEBT ink L 1 ELL Eu jT}IL - BLDG. OFFICRIL i� - f BATH 2 0T ELI_ TWO STORY ( FF HT n% 7k) T i T WTE fA;r/ UWV 5Y5TFM - ELL \• l yr a•'`. :{ i •C �' NOTE: 2 LW' U13STEN• C HEOMBINED 5TF DErR 2•�\ 4S ELL JT REFER TO FIXTURE DETAILS FOR TRAP AND Smj +I}r r PIPE SYZES NOT SHOWN IN THE SCHEMATIC. LT ELL JI \'3.\ I LT py FIRST FLOOR FIXTURES SHALL CONNECT INTO SUEF�i� /^�Li HOAMET�S OO BUILDING CM AINSTAL`EK TIM 10 PIPE AND ELL '•_LT ELL NOT CONNECT IMO SECOND FLOOR DRAIN STACK i NOTES FOR APPLICABLE NOTES, SEE SHY 3b AND 6b. APPROVAL LIMBED Tp fRCIOFZY BUILT PORTION ,r.Fa 0 s 2ooe P.E5ERVED.FOP. THE NEW YORK 5TAMP OF DEP➢ DOFSDIVISTI ARAE].TOF STATE F Al13ANY➢NY _I—, 9vmp cl Appe if ry Imy Rcd le favpom,e i -071) _M oF7 3rzp 1,26 PI[I- H 3 -SECOND GUST MRSTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 ERST, P.O. BOX 246 MUNCY, PR 17756 DRN BY DRTE I SCRLE REV. SHT. N0. REH 3-10-97 1 NONE 10-1-2002 6b I DETRIL UI Sad tnli-s-5 4' O.G. 9'T BUILDER _.L ga ur-wa- x I- UU011 CHCRD WITH -0- ROWS NRILS: ERCH :JOINT OF- 0131" x 3' ma -5 EXCEPTIONS Z4-WIDE,'7/12. ROOF • j" DOES-IN-ZOUIRE R CMJ -Ftp, -TIL- " 211 -WIDE I2/I2 ROO: REWIRES A 2 5 COLLRR- . E FASTEt.ED wli 451, 5CF1LE 1 --V=o ' DETRIL tt1D l6d-NAILS;s 3 yr O.C.. HCRr7- PLATE TO VERT- PLATE BETWEEN. TRVSSES'YSITEI ' 5I1MP=J' H8 RFI7ER. TIE OR ECURL. ERC1-I-TRUSS, FIELD INS�TR-LED ' DETRIL #1C. NOTE DETAIL PPPLIES: TO -'7/12 MONOPL7CH ROOF TRUSSES. IOd miu a'.S" OG: BY BUILDER (1) SIM SON LSTAIS,20 91 STEEL STRRP'OR EO(t--�- FIELD DSTP.1ED ON Y ' EACH TREYS WITH: (51.146"4"3 flow NRIL5 EACH JOINT FLIP DETAIL - FIELD SCALE: iTIr inr, Poli TEESIPPSONOR . Ara L.. ERC :' TIE OR .FIELD ..EACH K!€EWALL TRUSS.. FIELD FRSTEN-WITH' ➢YTALLE0, FRSTEN CJ/ (5) 10d..x 1 1/2+' NAILS 151 lad x- L UZ' NAILS 'Ftc1D. INSTALLED- FIELD INSTALLED Km POST ALT. KING POST CONNECTION '- DETAIL 'a6, =6: ZING -SHIPPED LOOSE. FTELO If 16d TOE-NRFLED . s 2."'O.0 BY BUILDER, Ef-ERTHIN SHIPPED LOOSE. FIELD IK5TALLED SIDE:WALL DETRIL - TWO STORY' - FIELD SCALE: 1112"=1'-D" led NiUL THRU 11479 TRUSS BY ,.374•= C -a" S0-L.PLRTELST SEE.NOTE ill: ORR'.11tdi 7-2 S/a' TI -11 5ERmdr751m-- F}=PLIED DIRECTLY- TO: STLUS BY CMAECTION,: gA SWT- -WALL UC I.H. L -' 'F 1GL (WITH T1-11 SIOING) SCALE, 1 DETRIL tt3 SILL FLRTE(S) SEE NOTE s11; ORRWING 7a_2 (U SIMPSON LSTR16-20 ,ga STEEL MT . OR EQUAL FDR4 UAP SlD FIELD .INSTALLED ON, lod.-a 5' Q.C, BY BUILDER EACH TRUSS WITH ' (5).1+b x 3" flow NAILSEACH :*WT nro'rEi'. 512E NUMBER A'£)/OR. SPRCING -TO ec-IN. RMQRDRhCE STRAP OYER RIDGE.RL50' WITH RGENCY''SPECIFICATTON3 R`*FLEMENi COY'tR5 THE FLIP: C%zNECTION. M.R1l1FRCTURER5 SPECIFICATIONS. " FOR 5/12' MONOPITCH'ROOF TRUSSES. 3. DE51GN'CRITER1R FCR" LAND 2 STORY AW CAPE UNITS GNOTE'SIRR TO'BE.-%* IS BRSEO CN'R'12/12'ROOF PITCH - SU'?SON L5TA36 OR EO!7'RU.. _ RIDGE DETAIL - FIELD Sad tnli-s-5 4' O.G. 9'T BUILDER _.L ga ur-wa- x I- UU011 CHCRD WITH -0- ROWS NRILS: ERCH :JOINT OF- 0131" x 3' ma -5 EXCEPTIONS Z4-WIDE,'7/12. ROOF • j" DOES-IN-ZOUIRE R CMJ -Ftp, -TIL- " 211 -WIDE I2/I2 ROO: REWIRES A 2 5 COLLRR- . E FASTEt.ED wli 451, 5CF1LE 1 --V=o ' DETRIL tt1D l6d-NAILS;s 3 yr O.C.. HCRr7- PLATE TO VERT- PLATE BETWEEN. TRVSSES'YSITEI ' 5I1MP=J' H8 RFI7ER. TIE OR ECURL. ERC1-I-TRUSS, FIELD INS�TR-LED ' DETRIL #1C. NOTE DETAIL PPPLIES: TO -'7/12 MONOPL7CH ROOF TRUSSES. IOd miu a'.S" OG: BY BUILDER (1) SIM SON LSTAIS,20 91 STEEL STRRP'OR EO(t--�- FIELD DSTP.1ED ON Y ' EACH TREYS WITH: (51.146"4"3 flow NRIL5 EACH JOINT FLIP DETAIL - FIELD SCALE: iTIr inr, Poli TEESIPPSONOR . Ara L.. ERC :' TIE OR .FIELD ..EACH K!€EWALL TRUSS.. FIELD FRSTEN-WITH' ➢YTALLE0, FRSTEN CJ/ (5) 10d..x 1 1/2+' NAILS 151 lad x- L UZ' NAILS 'Ftc1D. INSTALLED- FIELD INSTALLED Km POST ALT. KING POST CONNECTION '- DETAIL 'a6, =6: ZING -SHIPPED LOOSE. FTELO If 16d TOE-NRFLED . s 2."'O.0 BY BUILDER, Ef-ERTHIN SHIPPED LOOSE. FIELD IK5TALLED SIDE:WALL DETRIL - TWO STORY' - FIELD SCALE: 1112"=1'-D" led NiUL THRU 11479 TRUSS BY ,.374•= C -a" S0-L.PLRTELST SEE.NOTE ill: ORR'.11tdi 7-2 S/a' TI -11 5ERmdr751m-- F}=PLIED DIRECTLY- TO: STLUS BY CMAECTION,: gA SWT- -WALL UC I.H. L -' 'F 1GL (WITH T1-11 SIOING) SCALE, 1 DETRIL tt3 SILL FLRTE(S) SEE NOTE s11; ORRWING 7a_2 _ . ALL. MATERIALS SFLL ElESLFFLIED B7' THE BUILD:.RR... DETRIL ttg ETRIL _. cl. MINCE ST.RFiP 121 ted Nits TO TR655' COPFt7A CE: H9LL EF-- 51`-THC'FCLL0WrX1G METHODS: RT 4S' DL. :pFTEP.'OY-ARH0.VC I5 R=' 5TORM`SHUITERS MEETRZ' THE REIXIRE?LENT5 OF.. A5TM E 1936 AND ASTM E IW& 1NSYR t:cn . fb=C0�.C., 716' x 1'1/Z' i I6 ga. LO:.'EP.Eq -'BY ..BUILDER WITH'MR-4jFRCTO¢ERS,. A:STFLLATION. INSTRUGT:fam I' 'MIN. 57 5 RT SIEATHiN'U JOINT: MOTE% B- AGENCY PLATED WOOD STRUCTIAZ<'L" PR- JAS WITH A oVER }x7G EDGE TRUSS CANTILEVER MINIMUM. THICKNESS 0- 7/19- Anu A. MAXIMIUM 5PFV LF lir IS 10 3/4" 8 FEET 11+RX BE PERMITTED.FOR OPENIN'Gr PROT£CTIOH '`(4,e PCCz SNEATHItSG 2).131" c"hg1L5 IN.ONE.RV:TWO':STORT'5LlDINGS'.WLIH R:M.EAN ROCP r . 2.4 T0, 2. REIGHT OF 33 FEET DR -LESS- Fg%'a .SHAL'BE PRECUT HEA)ER..TO' 2,6 (4) 7/I6' x,d VZ' zxl6 ga. TO.'COVER: THE OPENINGS WITH RTTACHMEIIT x4 y+ 0 131•. X-- /2` Nglf_S. STRFi:Es AT STiERTF(AG JOINT HARDWARE PROVIDED, ATTACHMENT SHALL BE -1417H. DIRECT ERC)i ENO'. 'RVTJ FLIP OS'FldifhYa: EDGE -- x 2 1/2' Mlti WooD SCREWS_FIT 9' OC RROLk%TI PRYEL. AFTER ROOF H95 BEEN. RAISED TO li6'ALUMINUM rI STP PERD'.ETER OR'=8•x 2 1/2' MIR HOOD SCREWS AT 1Z' :Ffr110ER T0,5TUC5 RT 48" O.C. AROUND: PA'�EL PERD'ETr-K` ROOF, LIFT PSTCH. GO S .&INS ALL COVERED"F. SC1A 2a5' Zan 13) 103 WTL DIRECT' .. C- HL=TH00 RPPROVED BY THE LOCFL. BJILOIN' OFFICIAL, ROOF; NAI lA' _STO. EACH d INSTALL SEE SECTION R301 2121 AND TABLE R301217 W11`0 M';JIE (21 16d NAILS Iifi'O ERi .. B7' BUILDER' - TRUA'S .E HURRICAN= CEB.RIS:REG'S WITHIN AREAS -- PRC K1G REGION'S TffiN O� LE Tlv' 2l 131' x S COPA -IAL YPAN HIGH WATER LINE W4t=RE .iHE EiRSIC ' TRUSS HINGE - FiELD'„ O 284, TO WIND SPEED 15 HO MPH 35-0OR*GREATER OP. 64fERE PERFORATED SOFFIT .. - - THE BASIC WIND SPEED'15 ECUL TO:OR GREATER THAN SCALE(1 1'-0` (1) SIMPSE%-! LSTR36, -e0 gi 120 MPH 3SG 5 E TR3LE'.R3012L3 STEEL'STRCP C2.EOURr' RT S. CONSTRUCTION DESIGN I5 RI FDCORDR:CE WITH- SIN SON H=ZSA STEEL FRR"1ING Rt 4fr 0.0 FASTENED WITH M11V4'i M51GN Lopos FCR-BUILDIN S R,0 OTHER, 02 E01:L FASTENED .TO" SiOE' OF . TS) 149' x. 3' OOdI STP-LCTUR=-5' (ASCE 71 AND.'WFCK WIT EOXI,453 FRST JEO1/2' TRIES. NAILS EACH ENO: ---2�} IOEXTERICQ WlTLr'QWS Rd0 DOORS'SHFLL .SE.OESICnFD AM R1 ed NAILS INTO ON SITE I ( OEPOEP'3,RAPPED) (2) 150' NAILS: TO TRUSS TO RESIST TIC DESIGN WM-LORDS SPECIFIED IN TSELE. BY BUILDER.'-- DETAIL "A' R�UKINUM . --- LD �09e ' eulcirR i��e 3aL'21. srEo .FOR HEIGHT RND EXP0511�.PER COVERED FASCIA: � ' HEROER TO M YA)C DESIGN WINE. PRESSURE REGUIREO - 1 STORY UNITS 21131' X3-1/2' NAIL$ 01 110 23.6-x.129 30.+"PSF - 20:E 4. DIRECT'EACH END 02'- l20 281.x 129 362 PSF -'ZONE '4: � MINIMUM RAMA GRADE REOUREU - 1 5TOP.Y UAIITS' PERFORRTEOSOFFIT - �� 01 - 110:- Zr. PSF - ZONE..}, SIYJ'SCN L5TR1S; 20 9, HERDER TO.5TU0S' 02 - 120 40 PSF - ZOM1E 4. �(. PAX DESIGN WIND -M,9-U . REQUIRED - 2: STOPTUNITS ICS TOE -T EO �- STEEL STRAP Q? EOJA_ R7 i3).-1Cd RPR - DIRECT T BUB12P."-4S• OR. FRSTENED-KITH NOTE: -BT EkJILDER 01 - 110 23b z 14- 33:0 -PSH - Z0`;E'4. (53 148' x 3 = flOw TRUSS D2' - 120 2a1 x 1(4= .393:'PSF - ZDt£ 4- R;11,5"EFCH END MINIMUM AR'iR GRADE REQUIRED -:Z STOFr UNTIE: TET'\i1TE PA.IELIZED :()-F 'iz'uea.=Fml CHNb1'TILEVER Dl = UO 35 PEF-.- sx,_H CK WITH 1.5- 0" T.0',1 3/4" AY- DFSICN''WlNDJ,FREsSURE'RFWI*REo - I STOeY ir1IT5: BUILD ' C ECK. W TH Dl . uo - 291 x 129= 37S F5F - Zo(� s- REOUIR OR 02-- 120 34.7_s L29= 44,8 F5F - ZIX.T_ E. REODIRm NG . 0 "ERHANGi'S) (OPT) MBIIMAAi RR."S GRADE REOUIRED.- 15T�7 UNIM - FIELD RTD TWO STORY -FIELD of - uD 4D PSP zonE 3 02 - 120 - 4S. P.SF_-'ZOO: 5: SCRCE. NLS: MAX DESIGN WIND PRESSURE REOURED - Z STORY LNL7S 01 -110-291x1.4= 40.7 PSF -ZCFE 5- 02 - 120 - 34.7, i.14= 4a6 PSF - ZO'S S - NOTES: M01U'U7•I RRvA GRADE RECUIRED 2 STCRY L.VIT5: OEi RZL tt5 L FOR 1211 K -,i.- 3sG-Wllo zcr.. Oz - IfO sa � - zo � r, SICE.:EhD'ANl PJ 2IAGE WALL GRBLE'E)1±7 iR1155 SEE 'SECTIONS-'R-o132.RNO R613.3: pxR.yENT STUDS 5tiLL BE IV. O.C. � UL FlTTAC[4ME]NT OF' HSFHALT -.`.`INGLES SNA'. L COMPLY WITH 'IP.USS" 2 TRUSS = CIi1G: SH L. BE Z4'. 197 OR IF O.C. DEPENDING SECTION R9a526: ON ROOF LIVE LORD REOUIP.ED IZF.OR RDDMC.':RL CONNECTION CETRILS, SEE DRAWING 70_2: RNO'THE ROOF PITCH. ... GYPSUM BOARD 3 OETRg_S::�LY'TO. RLL RCOF TRUSSES: :SPACE RE5ERIYD FOR THE NEW DARK STOMP OF flPPP.OVRL GYPSUM BORRD `DOUBLE TOP PWTE OO..EQ.E. TO'"PLA7E. TYPICFIL STIR - 1,20 til PH MEMO GUST SEE' L FOR, FP 'UNG ,PAGES c8 3 931 CY- SS WIND MA'NJRL. FOR, WIDTH, E ANCHOR S CA RTP... TRUSSTYPE, WIND LOAD: WIDTH, "ENS TRUSS CANTILEVER S(tI1W:`I." TRUSS _MAY :ALSO EE.FIDSH WITH WELL AND UTILIZE ' R STRAIGHT STRAP-TOSTUD'Cac'ZECTION. DETAIL OF INCREMENT TRUSSES DETRIL OF GR8 E END TRUSSES ff SG9LE) _KT.5:. SCALE( tLi.S.: T;,. YCiii(6/s I� TAIL :n7 4'a=SHERTHuaG To SPM eoTH.xaLvEs J(J✓ - L�/1J ; dv`.I �a .0 TO TIE U4TS TOGETHER: OT SITE BY "SA10 R, l �. cEt•F>;uan v.suTF-w(us c:.eua FIELD FRSTE10Y OF SHEATHING. TO JOISTS tL Y'hT 7171 M31 6' D.C. Ii 'F'N 1nyx�lN !tl C xt (1 QT DIRECT 'EDGES. d 1: L2" O:G IM TE + : (15) TOTAL: EACH F1iAl.F EX(EPTFOR r k I31' WI[Y, 7/12 STORAGE TRUSS: CO`LMON Noll+ ,n..4••,. ,. r,.tin....:.=r w+.L E D,C DIRECT'EDGES ' O.C. INTERMEDIATE I'�x�.y'.��,;,"`,,,',.,"„K "T�"^'�*^'• .(18) TOTAL EACH 5`ERTFING ,'G IYtITS • - -- OF, EHIEATFIIM TO .JOISTS OR -FY 14U 4R OR SPIRAL THREAD -NAIL ' ( C DRECT EOCES 6.'IZ',DL^-RPERXEDIATE } NOTE' MASTER' ::SERIES: RIL APPLIES TO -9 Rf:O IV!2i-RdCr J •r_ 7RUS 5 RNw 7/42 RODE 5TaRR(E ONE RND TWO. STORY MODELS 1 ZJ j'z "OETRILS FOR 110.& 120 MPH-'3SG WIND ZONES 4 MUNCY HOMES, INC - 15 7 PR ROPTE 442 MUNCY, PR 17756. u7a4� MODULE TO MODULE CONNECTION DETAIL - FIELD DPN BY DATE SCALE REV: SAT. N0. 51-PLE: 1' 1/2"=1'-0' 097R5ASE itaME' 07\7e_In OJG" 848-95 SMI -IN 1026-2012 7a_i NOTES L. FOR FASTENRiGS.N i7:'�cCIFICFLLY.�E5.cD RJ_THIS FDR4 UAP SlD SHEET, SEE FA5TENWG SCHEDULE AND ,APPLICABLE INYI.. LAPtfE SIO1hG 1�cR. SHERTHiHX - .. CROSS-5ECTIOR .. . "2. MF-',UFRCTURER.'HRS TIE OPTION O: 5UBSTITUrm NAILS. FOR STAPLES CFLLED FOR IN NAILPM, SCHEDURE Fr nCY-RATED 5'-EATr4)w, GLUED WITH CONSTRUCTION 512E NUMBER A'£)/OR. SPRCING -TO ec-IN. RMQRDRhCE fnl-cSIVE.AVD' 15TILED' TO RIM JOIST. AND SILL PLATE WITH RGENCY''SPECIFICATTON3 R`*FLEMENi ENTIRE"PERDL=TER 16d TOE -NAIL. AT'3' D.C. FROM. M.R1l1FRCTURER5 SPECIFICATIONS. RIM- JOIST TO SRL: PLATE 16d NAILS: AT'X OC 3. DE51GN'CRITER1R FCR" LAND 2 STORY AW CAPE UNITS -TFRO(J3H S-FATFQlG TO RIM JOIST FNO SILL PLATE, IS BRSEO CN'R'12/12'ROOF PITCH - ROW -5 -SHALL SHALL OE 5TACCERc-D• 4. 110' MPH - 3SG' WINO ZONE I5: AFFUCAELE TO: FOR.RIIT 8RW TO. SILL PLATE TIEDORC( CO`-1ECTION. THE COUCTIE5'OF" BRONX, NEW YORK Rtiro RIC}iMONO.. SEE DRRLIUG 7a_2: OETPIL .=L .._ .- - VESTCH ESTER COUNTY CITIES CONNECTION BY BUILDER, M,OLNT . cV-Fd1tl L. FflJ ROCTELLE RYE AV-YCWERS: (FSIniSTER_Corm:Tams .. ERSGFrESTER.:K1V5e ON, K%1Vz 1Egc: NORTH CASTLE, . PELHAM:-'POLND P-IDGE.-RYE AM,'O SCFLR5ORCE BOTTOM ROW OF WESTCFESTER COU NTT- VILLAGES: . . PRWJXV4LE. HARRISON, LARCHMANi:'MRMRRO(CK. . SIOIN"G:INSTALLED' .M BUILDER PELHaM- PELHRK MRNCR. PORT _CHESTER.-RYE.B.RC0- . VAR50R_E FM TU04P EOE, - - 5. ;120 MPH- 35C. Wf.YD ZM E IS:.FF PLSCRSLE TO: T THE -COUNTIES "OF NASSAU. AND. SUFFOLK`. - 6.. DESIGNS ARE - "MELD- BRSEQ ON EXPOSURE r- 7. 7 WUDOs S, DOORS Rte 5KYLIGHT5 IN PUILDINGS-LO✓7(ATF0 _ . ALL. MATERIALS SFLL ElESLFFLIED B7' THE BUILD:.RR... DETRIL ttg ETRIL _. cl. MINCE ST.RFiP 121 ted Nits TO TR655' COPFt7A CE: H9LL EF-- 51`-THC'FCLL0WrX1G METHODS: RT 4S' DL. :pFTEP.'OY-ARH0.VC I5 R=' 5TORM`SHUITERS MEETRZ' THE REIXIRE?LENT5 OF.. A5TM E 1936 AND ASTM E IW& 1NSYR t:cn . fb=C0�.C., 716' x 1'1/Z' i I6 ga. LO:.'EP.Eq -'BY ..BUILDER WITH'MR-4jFRCTO¢ERS,. A:STFLLATION. INSTRUGT:fam I' 'MIN. 57 5 RT SIEATHiN'U JOINT: MOTE% B- AGENCY PLATED WOOD STRUCTIAZ<'L" PR- JAS WITH A oVER }x7G EDGE TRUSS CANTILEVER MINIMUM. THICKNESS 0- 7/19- Anu A. MAXIMIUM 5PFV LF lir IS 10 3/4" 8 FEET 11+RX BE PERMITTED.FOR OPENIN'Gr PROT£CTIOH '`(4,e PCCz SNEATHItSG 2).131" c"hg1L5 IN.ONE.RV:TWO':STORT'5LlDINGS'.WLIH R:M.EAN ROCP r . 2.4 T0, 2. REIGHT OF 33 FEET DR -LESS- Fg%'a .SHAL'BE PRECUT HEA)ER..TO' 2,6 (4) 7/I6' x,d VZ' zxl6 ga. TO.'COVER: THE OPENINGS WITH RTTACHMEIIT x4 y+ 0 131•. X-- /2` Nglf_S. STRFi:Es AT STiERTF(AG JOINT HARDWARE PROVIDED, ATTACHMENT SHALL BE -1417H. DIRECT ERC)i ENO'. 'RVTJ FLIP OS'FldifhYa: EDGE -- x 2 1/2' Mlti WooD SCREWS_FIT 9' OC RROLk%TI PRYEL. AFTER ROOF H95 BEEN. RAISED TO li6'ALUMINUM rI STP PERD'.ETER OR'=8•x 2 1/2' MIR HOOD SCREWS AT 1Z' :Ffr110ER T0,5TUC5 RT 48" O.C. AROUND: PA'�EL PERD'ETr-K` ROOF, LIFT PSTCH. GO S .&INS ALL COVERED"F. SC1A 2a5' Zan 13) 103 WTL DIRECT' .. C- HL=TH00 RPPROVED BY THE LOCFL. BJILOIN' OFFICIAL, ROOF; NAI lA' _STO. EACH d INSTALL SEE SECTION R301 2121 AND TABLE R301217 W11`0 M';JIE (21 16d NAILS Iifi'O ERi .. B7' BUILDER' - TRUA'S .E HURRICAN= CEB.RIS:REG'S WITHIN AREAS -- PRC K1G REGION'S TffiN O� LE Tlv' 2l 131' x S COPA -IAL YPAN HIGH WATER LINE W4t=RE .iHE EiRSIC ' TRUSS HINGE - FiELD'„ O 284, TO WIND SPEED 15 HO MPH 35-0OR*GREATER OP. 64fERE PERFORATED SOFFIT .. - - THE BASIC WIND SPEED'15 ECUL TO:OR GREATER THAN SCALE(1 1'-0` (1) SIMPSE%-! LSTR36, -e0 gi 120 MPH 3SG 5 E TR3LE'.R3012L3 STEEL'STRCP C2.EOURr' RT S. CONSTRUCTION DESIGN I5 RI FDCORDR:CE WITH- SIN SON H=ZSA STEEL FRR"1ING Rt 4fr 0.0 FASTENED WITH M11V4'i M51GN Lopos FCR-BUILDIN S R,0 OTHER, 02 E01:L FASTENED .TO" SiOE' OF . TS) 149' x. 3' OOdI STP-LCTUR=-5' (ASCE 71 AND.'WFCK WIT EOXI,453 FRST JEO1/2' TRIES. NAILS EACH ENO: ---2�} IOEXTERICQ WlTLr'QWS Rd0 DOORS'SHFLL .SE.OESICnFD AM R1 ed NAILS INTO ON SITE I ( OEPOEP'3,RAPPED) (2) 150' NAILS: TO TRUSS TO RESIST TIC DESIGN WM-LORDS SPECIFIED IN TSELE. BY BUILDER.'-- DETAIL "A' R�UKINUM . --- LD �09e ' eulcirR i��e 3aL'21. srEo .FOR HEIGHT RND EXP0511�.PER COVERED FASCIA: � ' HEROER TO M YA)C DESIGN WINE. PRESSURE REGUIREO - 1 STORY UNITS 21131' X3-1/2' NAIL$ 01 110 23.6-x.129 30.+"PSF - 20:E 4. DIRECT'EACH END 02'- l20 281.x 129 362 PSF -'ZONE '4: � MINIMUM RAMA GRADE REOUREU - 1 5TOP.Y UAIITS' PERFORRTEOSOFFIT - �� 01 - 110:- Zr. PSF - ZONE..}, SIYJ'SCN L5TR1S; 20 9, HERDER TO.5TU0S' 02 - 120 40 PSF - ZOM1E 4. �(. PAX DESIGN WIND -M,9-U . REQUIRED - 2: STOPTUNITS ICS TOE -T EO �- STEEL STRAP Q? EOJA_ R7 i3).-1Cd RPR - DIRECT T BUB12P."-4S• OR. FRSTENED-KITH NOTE: -BT EkJILDER 01 - 110 23b z 14- 33:0 -PSH - Z0`;E'4. (53 148' x 3 = flOw TRUSS D2' - 120 2a1 x 1(4= .393:'PSF - ZDt£ 4- R;11,5"EFCH END MINIMUM AR'iR GRADE REQUIRED -:Z STOFr UNTIE: TET'\i1TE PA.IELIZED :()-F 'iz'uea.=Fml CHNb1'TILEVER Dl = UO 35 PEF-.- sx,_H CK WITH 1.5- 0" T.0',1 3/4" AY- DFSICN''WlNDJ,FREsSURE'RFWI*REo - I STOeY ir1IT5: BUILD ' C ECK. W TH Dl . uo - 291 x 129= 37S F5F - Zo(� s- REOUIR OR 02-- 120 34.7_s L29= 44,8 F5F - ZIX.T_ E. REODIRm NG . 0 "ERHANGi'S) (OPT) MBIIMAAi RR."S GRADE REOUIRED.- 15T�7 UNIM - FIELD RTD TWO STORY -FIELD of - uD 4D PSP zonE 3 02 - 120 - 4S. P.SF_-'ZOO: 5: SCRCE. NLS: MAX DESIGN WIND PRESSURE REOURED - Z STORY LNL7S 01 -110-291x1.4= 40.7 PSF -ZCFE 5- 02 - 120 - 34.7, i.14= 4a6 PSF - ZO'S S - NOTES: M01U'U7•I RRvA GRADE RECUIRED 2 STCRY L.VIT5: OEi RZL tt5 L FOR 1211 K -,i.- 3sG-Wllo zcr.. Oz - IfO sa � - zo � r, SICE.:EhD'ANl PJ 2IAGE WALL GRBLE'E)1±7 iR1155 SEE 'SECTIONS-'R-o132.RNO R613.3: pxR.yENT STUDS 5tiLL BE IV. O.C. � UL FlTTAC[4ME]NT OF' HSFHALT -.`.`INGLES SNA'. L COMPLY WITH 'IP.USS" 2 TRUSS = CIi1G: SH L. BE Z4'. 197 OR IF O.C. DEPENDING SECTION R9a526: ON ROOF LIVE LORD REOUIP.ED IZF.OR RDDMC.':RL CONNECTION CETRILS, SEE DRAWING 70_2: RNO'THE ROOF PITCH. ... GYPSUM BOARD 3 OETRg_S::�LY'TO. RLL RCOF TRUSSES: :SPACE RE5ERIYD FOR THE NEW DARK STOMP OF flPPP.OVRL GYPSUM BORRD `DOUBLE TOP PWTE OO..EQ.E. TO'"PLA7E. TYPICFIL STIR - 1,20 til PH MEMO GUST SEE' L FOR, FP 'UNG ,PAGES c8 3 931 CY- SS WIND MA'NJRL. FOR, WIDTH, E ANCHOR S CA RTP... TRUSSTYPE, WIND LOAD: WIDTH, "ENS TRUSS CANTILEVER S(tI1W:`I." TRUSS _MAY :ALSO EE.FIDSH WITH WELL AND UTILIZE ' R STRAIGHT STRAP-TOSTUD'Cac'ZECTION. DETAIL OF INCREMENT TRUSSES DETRIL OF GR8 E END TRUSSES ff SG9LE) _KT.5:. SCALE( tLi.S.: T;,. YCiii(6/s I� TAIL :n7 4'a=SHERTHuaG To SPM eoTH.xaLvEs J(J✓ - L�/1J ; dv`.I �a .0 TO TIE U4TS TOGETHER: OT SITE BY "SA10 R, l �. cEt•F>;uan v.suTF-w(us c:.eua FIELD FRSTE10Y OF SHEATHING. TO JOISTS tL Y'hT 7171 M31 6' D.C. Ii 'F'N 1nyx�lN !tl C xt (1 QT DIRECT 'EDGES. d 1: L2" O:G IM TE + : (15) TOTAL: EACH F1iAl.F EX(EPTFOR r k I31' WI[Y, 7/12 STORAGE TRUSS: CO`LMON Noll+ ,n..4••,. ,. r,.tin....:.=r w+.L E D,C DIRECT'EDGES ' O.C. INTERMEDIATE I'�x�.y'.��,;,"`,,,',.,"„K "T�"^'�*^'• .(18) TOTAL EACH 5`ERTFING ,'G IYtITS • - -- OF, EHIEATFIIM TO .JOISTS OR -FY 14U 4R OR SPIRAL THREAD -NAIL ' ( C DRECT EOCES 6.'IZ',DL^-RPERXEDIATE } NOTE' MASTER' ::SERIES: RIL APPLIES TO -9 Rf:O IV!2i-RdCr J •r_ 7RUS 5 RNw 7/42 RODE 5TaRR(E ONE RND TWO. STORY MODELS 1 ZJ j'z "OETRILS FOR 110.& 120 MPH-'3SG WIND ZONES 4 MUNCY HOMES, INC - 15 7 PR ROPTE 442 MUNCY, PR 17756. u7a4� MODULE TO MODULE CONNECTION DETAIL - FIELD DPN BY DATE SCALE REV: SAT. N0. 51-PLE: 1' 1/2"=1'-0' 097R5ASE itaME' 07\7e_In OJG" 848-95 SMI -IN 1026-2012 7a_i • NOTES DETAIL ul SIDE VIEW OF DETAIL ss3 DETAIL 1H6 SIMPSON L5THDBRJ 1. FOR-RPPLTCRSLE NOTES, SEE DRAWING 7.1 . - SECOND FLOORSTUDS MODULE V MATE LINE MODULE V.. 2 FOORR�GITTIONAL CONNECTION DETAILS, SEE . 121 WALL CORNER STUDS S. STRAP TIE SIZE IS BRSED ON THE SILL PLATE BEING ' IDS[ CORNEA. 5PJD•CWPJ-C-(c0 � 0 2x6 ) 2xB. WHEN SILL PLATE IS 0 , STRAP TIE TO SIDE OPLL ILS WITH (21 ROWS 16d NRD_5 6' DLG SIMPSON INSTIL STRAP TIES SHALL BE R SIMPSON LSTA24. IF 7)E E R SIZEMP I5 OFFEILSTR2i£bli, ANOTHER STRAP(5) ' ROWS Si- FACTO. EACH INSTAL TIER OR EQUAL FI LD INS R I O.C. MAX FIELD INSTP.LLED WITH OR CONNECTION SHALL EE USEn CORER -FACTORY.. FACTORY INSTILLED FACTORY [7) 10d NAILS EACH ENO Alf •H� IV CONNECTION (14-) TDTFFL BE THE EOl1NANi OFAUPLIFT LSTA12 O LED. A SUPLIFTIMPSON LSTp12 0330 Lam. ' EXTERIOR SIDE WALL - . (2) 2x CORNER STUDS • EACH CORNER SFLWID FLOOR -NOTE; FOR SHEATHING CONNECTION ()r FIRST SECOND FLOOR . SIMPSON LSTHO/STHO STRAP TIE HOLOOOWN FLOOR -TO SECOND FLOOR PERIMETER RRI9 CONNECTION, SEE DRAWING 7e�L , OR EQUAL SUPPLIED RHD FIELD INSTALLED DETAIL BY BUILDER ON FIRST RND SECOND 5 [UDS FROM CORNER, FIRS FLOOR 5HEpTHBNG NOT SHOWN FOR CLARITY. FIRST FLOOR , INSTALL BEFORE CONCRETE POUR WZ7H R 5TRRPMTTE OR OTHER HOLDING DEVICE NAIL T.VRP FROM BOTTOM UP WII1 16d SINKER NAILS, FILL HOLES TD BE FILED. NOTES 1301170m OF STRTP'I5.EMBEODED IN CONCRETE STRAP MAY BE BEM DIE FULL. C7CLE SIMPSON LSTRIB STREP TIES OL -FOR SHEATHING CONNECTION OF FIRST W- R�TM AT EACH �R EMBEDM OR EQUAL 24" D.C. MAX FIELD INSTALLED WITH FLOOR TO SECOND FLOOR PERIMETER RAILS CONNECTION, SEE DRAWING 7a_L COEXTERIOR STRAP VALLIS ARE OREM ON AN 6" MIN . LINE 17) INNAILS EACH END II}) TOTAL DETAIL °6. 51-FATHUJG NOT SHOWN FOR CLOOR . . S SEE CONSTRUCTION NOTES ON THE CS - FOR OPTIONAL AI SECOND FLOOR �_ DETRIL SEE DRAWING 7e_2. AS Efl1fl_7 FLOOR PIAN FOR SIZE PJN9 A WILTFLOORPLA FIRST FLOOR STUDS -B. 0 SIMPSON LSTAIB STRAP TIES OETA7L .B. ' OR EQUAL FIELD INSTALLED WITH SHERR WRLL RND RIM BRND TO (7) lOd NAILS EACH END, 041 TOTAL CORNER DETAIL APPLIES TO AN EXTERIOR END OR SIDE WALL� RIM BRND TIEDOWN DETRIL 2 STORY UNITS - FIELD MODULE TO MODULE CONNECTION R7 END WRLL DETAIL SD PLATE SCRLE: •3/4"=1'-0" 2 STORY UNITS - FIELD SCALE. END WALL PERIMETER ARILS SIDE WALL PERIMETER RAILS ' SILL PLRTElSI WHEN THERE IS A •GARAGE, THE BUILDER FIRST FLOOR STll05 MODULE 'R MATE LINE MMULE Ti ' SEE NOTE o11 SHALL SUPPLY AND INSTALL SIMPSON LSIHD/STHD OR EQUAL ON DOUBLE STUDS NOTES: 01 - FOR CONNECTION OF PERIMETERU) SIMPSON LSTRIS STRAP TIE ALONG THE WALL PERPENDICULAR TO THE RAILS TO SILL PLATE, SEE OR EQUAL SUPPLIED ANO ' II FLOOR JOISTS THAT SHALL BE REMOVED AT DRAWING 7h_L DETRIL .2 OR °3. INSTALLED BY BUILDER WITH a} REBHR 90' MIN. I THE SITE THE HOLDDOWNIS) SHALL BE RT SHEATHING NOT SHOWN FOP. CLARITY. CII lOd NAILS EACH LENGTH FLONG SIDE II EACH CORNER OF THE GARAGE AS SHOWN FOR RIM BRND TO SILL PLATE ENO (141 TOTAL AND ENO WALLS II ALL POURED CONCRETE L 11 AND THE SAME DISTANCE APART AS- REQUIRED FOR ANCHOR BOLTS. THE REGUIREU ANCHOR BOLT SPACING TIEDOWN CONNECTION, SEE DRAWING 7-2- DETAIL .2. 02 - FOR RRI5ED RANCH FOUNDATION . 3000 poi MIN. II SHALL BE 12' FROM CORNERS AND CRMILEVER DETRIL, SEE DRAWING . II 72' ON CENTER MAX, 7° �' DETAIL °7, NOTE: FOR CONNECTION OF PERIMETER II ' II THE RIM �D TO SILL PLATE TIEDOwNS AS SHOWN ON DETAIL 2 ARE NOT REQUIRED SIMP50N LSTR16 TIES OR EOt)FL PAILS TO SILL PLATE SEE DRAWING 7" DETAIL 2 OR °3. u WITH THE ADDITIONAL HOLDDOWNB. FACTORY INSTFLLM SEE NOTE: SHEATHING NOT SHOWN FOR CLARITY, • FOUNDATION PERIMETER RAILS -2 RBOVE. MODULE TO MODULE CONNECTION RT END WRLL D TRT CORN ER'HOLDDOWN DETRIL -'FIELD SHEAR WRLL TIEDOWN DETRIL FIRST FLOOR OF 1 AND 2 STORY UNITS - FIELD SCALE: 1 vz" r D° FIRST FLOOR OF 1 RND 2 STORY UNITS SCALE: 3/4'=1'-0" 5CRLE: 3/4" 1'-0" DETRIL2 ®�fiRII�Q MATE LINE DETRIL u7 1 3 DETRIL x7 s1DEwALL Z o U2' OIALxT' MIN. LONG FULL -i -EIGHT BLOCKING A RT EDGE OF CANTILEVER P �I OT Elbd, BOLT ®46' D.C. SUPPLIED D X X SUPPORT. BLOCKING FFTSTENNED glMpg 5SR24 ' R'•ID FIELD INSTALL® BY BUMER END STUD OF 5IDEWRLL TD JOIST WITH l37 Bd NAILS STR (O PER END OF BLOMIN , - ' I l ED FASTEN END STUD OF ENDWALL TORY WFACH TD DBL STUD W SII7EWFLL WITH NAILEND °• (101 TOTAL (2) ROWS OF 0.162' x 3-1/2" STRAP CONTINUITY 07er� t�+ 16d TOE -NAILED - I LIDO NAILS STAGGERED_9 S'o.c 15 FROM FACE OF ' SECOND FLOOR ® 16' O.C.. 13Y BUILDER FASTEN END SND OF SIDEWRLL STUD TO UNDERSIDE TO J015T BELOW W/ (21 SIMPSON OF FLOOR JOIST. SPACE RESERVED FOR TI -P NEW YORK STAMP OF APPROVAL ' I LSTFIB STRAP5 WITH l7) LDd FASTENERS EACH END. SILL PLRTEIS) - RAILS ' 1/2' DIAx7" MIN. LONG SUPPLIIED9 4 -WIDE UNIT END•JOIST5: � l2l 2x6 SPF -2 FOR ROOF Ol SIMPSON STRAP TIE )FIS ID ' SOLE PLATE AND FIELD INSTALLED BY BUILDER NAILS wST� II UPPLI 'ARCH < or = 7/12 IDR AILED BY BUILD AND FIELD I B SPF -2 FOR ROOF BY BUILDER INTO SILL LEO BY BUILDER INTO RIM L°Tv'G LI A � a S �UT�_� � ������� ���I� . � i- I I ! ' GUST • END -JOIST SAND CH B or 12/12 PLATE AND BLOCKING N SAND WRAPPED PERIMETER RAILS FIRST FLOOR D SI L PLATE 26-91-W UNIT END -JOISTS: AROUND SILL PLATE FITBZI I ' SILL PLATE ALONG THE EXTERIOR SIDE WALL F=2 FOR ALL S E AL - ROOF CHES. 11 SEE NOTE 3. BLOCKING TO SILL FOUNDATION i I (NOTE, Sw MA IDWRLL LENGTH II PLATE CONNECTION FOR B-12/12 P - 5.A5 SHOWN .162" X 3 1/2" (16d) ' LJ " 3" 0.C. TOE-NRRED - FIELD MOOLCE'BELDW HOLO -DOWN PER APP'_ ED .. �� FOUNDATION �� HIGH -WIND CALCULATI MANUAL FOUNDATION - MAX CANTILEVERR Z."ENTR� CLC REF (pg 3B OF 35/35 MRNURll RNCHDR BE FIELD CONNECTION -� MOD TO MOD - 2 STORY Ipg, 5 OF 3 OF O-oMRN 7 elz; S"YaLr2" x IIB T' ILL BE IMBEDDED RRISED RRNCH FOUNDRTION @PMIDI GFSf111E SCALE: 1 1/2"=1'-O" MUAND ' R MINIMUM OF T' W CONCRETE AND 0) 5TMPSON LSTT21 STRAP TIE OR EQUAL ' IN MRDMONRT LCI1TSA D 12" SUPPLIED I M - HOLD -DO E p 6hm °I II�a 8 ` . AM, FIELD INSTRI BY CRNTILEVER DET. - FIELD C Well ofM�uj O . BUILDER INTO RIM BAND WITH 5TRRPM WRAPPED AROUND SILL PLATE AT 35' O.G ALONG [CANTILEVER DETRIL. APPLIES WHEN USING WFCM RNRLY 1 SCALE: 1 1/2"=1'-0" O �„. eummatidnwvurm.e.nmenxm�,eaµ PERIMETER RAILS—, THE EXTERIOR SHOE WRLL w=eumwo�mraem ,� m a®e°,wu� MATE LINE 4l AOd NAILS SEE NOTE .3 DETRIL tt5 0 SIMPSON H6 OR EQUAL EEL ANGLE STRAP FASTENED TO DETRIL r.8 SIDE OF SECOND STORY ST evm'4d m FIELD INSTALLED ' 148` X L 1/2" W17N R IDd x L 1/2' NAILS RND TO THE SIDE THE � 9T STORY CEILING PERIMETER BUILDER BY BUILDER NAILS FIELD INSTALLID N FIELD INTO T c Li IMESER BY BUILDE2 INTO RAND_ WITH 0l lOd NAILS ON E BY BUILDER NA ' ' RAILS SILL PLATE - - SIlL PLATE 1/2" DIA. ' BOLT N 46" OC. FOLWOA710N IN9TRLLID BY BUILDERLSTP24 57 •TIE OR OURL SUPPLI NO _ 09 EQUAL MASTER SERIES - INSTALLED BY F DRY WITH (9 10d NAILS ONE RND TWO STORY. MODELS (4) 16d MLS END 00) TO ' STRAP DETAILS FOR 110 b 120 MPH 35G WIND ZONES BY BUILDER F DE CONuN OMDERS RIM BAND TO SILL PLATE TIEDOWN DETRIL - FIELD FIELD CONNECTION - MODULE TO MODULE (IF JOIST. MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 EXTERIOR SIDE WRLL - 1 AND 2 STORY SCALE: NTS SECOND FLOOR- CRNTILEV R DETRIL FIELD FIRST FLOOR OF 1 AND 2 STORY UNITS DRN 8Y . DATE SCALE REV. TNT.N0. SCALE: 1 1/2"=V-9' SCALE: 1/2"=V-0" DATABASE NAME 07\79_2 REH 4-26-20D4 SHOWN . 10-31-2006 7n_2 li 1 i . FOR ON SITE FRSTENING SEE TYPICAL CONSTRUCTION DETRIL-S, SHT 71 RND SETUP MANURL 12 FINGED 7 r KNEEALLS 1/2' OR 5/8" GYP. M. OTMTOM PPLRTE DETRIL IID" SEE SHT 3c FOR SIZE. SPECIES, GRADE 6 D.C. SPACING B45ULRTION -W/V.B. (6) MEMBERS TO WFP.M SIDE 1 SEE SHT 2. 1 SEE SLIT 4e FOR FOUNDATION DETAILS 6 SPECS. TYP. CROSS SECTION SCRLE: 1/2"=1'-0" NT. RIDGE VENT FOR CONNECTION OETRTLS, SEE DETAILS -1 AND =2, SHR 71 AND SETUP MANUAL -__-- _ -- PRE-MFNUFRCTUREO WOOD TRUSS BY OTHERS) AT 16", !" O.C. SEE TRUSS MANUAL FOR TRUSS DESIGN DRAWINGS ROOF SHEATHING SEE 5HR 3c CONT. � ".",1 1/2" OB STRIPS COM. TOP PLRTEIS) BEE NOTE 2) 2x3 OR 2x4 13 - 16° O.C. SEE SHR B. FOR SPECIES, GRADE 6 O.C. SPACING 1/7' GYP. ED. ]/2° GYP. 80. FLOOR SHEATHING SEE 5M 3c —SEE NOTE -4 CONT. TOP PLATE(5) DETAIL "R" REOIOR,ED WITH R 2x4 ;x [SEE NOTE D OPTIAL 5-0N HB OR EQUAL 5 GLE STRAP FASTENED TO SIDE OF SECOND STORY J -WITH 0 10d x 1 L2" NAILS AND TO THE SIDE OF THE z � 1/2°0 1/2° CDM. BELT RAIL., ALL BEARING SITE BY BUILDER OR 2x2 LEDGER iP WALLS (OPTJ • z >2 - 1/2'k3 1/2" CONT. BELT RAIL, S � ((}}���1f��np1e{• lSl IIIiU)�U0 3-SEC1:8'lTl�Td' �G1JSU ALL BEARING WALLS (OPT] a , 2x6 a - 16" D.C. SEE SM 3c FOR SPECIES, 0 N1INL ARILS SINGLE GRROE 6 D.C. SPACING SHEATHING SHIPPED ltl 12,GOOFS ALBAtrv, fry 1791-Wa1 sf.m I Inas /�A m�9lmasa atcama I BOTTOM PLATE i IN&TRLLm BY BUILDER COM 3" OB STRIP 3� Mx zz DETRIL "E" FACTYERS OF ORRY IN57RLL nFORM MAY.Bes`)LAnON V/ DETAIL "B" SEE S_. SUBSTITUTED FOR BATT INSULATION " FLOOR JOIST FIELD WORK SEE SM 3c FDR SPECIES, CRRCE 6 O.C. SPACING io 2x8 SPF(S) =2 OR EQUAL 6 16" O.C. OR 24" D.C. U2" OR 5/8" GYP. BD. COM. 1/2° OR 5/S'xl 1/2\. INSULATE OSB STRIP 18" CCM, TOP PLRTE(S) CONT. TOP PLATES) _ 1N5TRLLED (SET: NOTE 2) (SEE NOTE 2) BY BLDR 2x4 916° O.G _ SEE BHT 3c FOR SPECIES, GRADE 6 OC, SPACING z 1/2513 1/2" COM. BELT ' 1/7'x3 11Z' CONT. BELT to RAIL ALL BEARING WALLS(I]PTJ��NG WALL5 COPT] OTMTOM PPLRTE DETRIL IID" SEE SHT 3c FOR SIZE. SPECIES, GRADE 6 D.C. SPACING B45ULRTION -W/V.B. (6) MEMBERS TO WFP.M SIDE 1 SEE SHT 2. 1 SEE SLIT 4e FOR FOUNDATION DETAILS 6 SPECS. TYP. CROSS SECTION SCRLE: 1/2"=1'-0" NT. RIDGE VENT FOR CONNECTION OETRTLS, SEE DETAILS -1 AND =2, SHR 71 AND SETUP MANUAL -__-- _ -- PRE-MFNUFRCTUREO WOOD TRUSS BY OTHERS) AT 16", !" O.C. SEE TRUSS MANUAL FOR TRUSS DESIGN DRAWINGS ROOF SHEATHING SEE 5HR 3c CONT. � ".",1 1/2" OB STRIPS COM. TOP PLRTEIS) BEE NOTE 2) 2x3 OR 2x4 13 - 16° O.C. SEE SHR B. FOR SPECIES, GRADE 6 O.C. SPACING 1/7' GYP. ED. ]/2° GYP. 80. FLOOR SHEATHING SEE 5M 3c ;IDE —SEE NOTE -4 BERM OR JOIST H"RNGER FIELD WORK REOIOR,ED WITH R 2x4 ;x EXTERIOR WALL ONLY OPTIAL 5-0N HB OR EQUAL 5 GLE STRAP FASTENED TO SIDE OF SECOND STORY J -WITH 0 10d x 1 L2" NAILS AND TO THE SIDE OF THE STORY CEILBJG PERIMETER RAIL WITH m 10d NAILS SITE BY BUILDER ;IDE —SEE NOTE -4 a 2x113 PERIM. RA] OVERHANG S, ;x 13EFirLS =4FFD =5 .T OPTIAL 2x6 a SB' O.C. SEE SHR 3c FOR SPECIES, GRADE d O.C. SPACING INSULATION W/Va TO WARM SIDE SEE BHT 3a SEE SHT 4a FOR STAIR DETAILS 6 SPECS. STAIRS BY BUILDER SCRLE: 1/2"=1'-0" SCRLE: 1/2'�=1'-0" DETAIL "R" SCRLE: 1 1/2"=1'-0" FULL-HEIGHT BLOCKING AT EDGE OF CRNTn:EVER SUPPORT. BLOCKING FASTENED TO JOIST WITH (3) Bd NAILS PER END OF .BLOCK 1/ 1/2° OR 5/8"x 08 STRIP AT BRG. SUPPORTS) MPSON LSTR18, 20 ga. STRAP OR EOURL a 48"- 0 IDd NAILS EACH LEG. (I) SIMPSON LSTA18, 20 9, STEEL STRAP OR EOURL a 48" WITH (S) IOd NAILS EACH LEG. uuvvu DETRIL "C" MIN. 5 —CONT. 3" OB STRIP ;x Isd TOE -NRI ED STEEL STRAP OR EOURL 6 48"o.c. 2x4 OR 2x6 a a JOIST HANGER BRACE OFF -OCR OR 2x2 LEDGER OR 2.2 LEDGER CCG. OPT. ONLY) 2x4 MM CONT. J z >2 - STEEL STRAP OR EOURL a 48"oc. S � ((}}���1f��np1e{• lSl IIIiU)�U0 3-SEC1:8'lTl�Td' �G1JSU 16d TOE-NRILED a , 2x6 a - 16" D.C. SEE SM 3c FOR SPECIES, 0 N1INL ARILS BOLT a 95' QC., GRROE 6 D.C. SPACING SHEATHING SHIPPED ltl 12,GOOFS ALBAtrv, fry 1791-Wa1 sf.m I Inas /�A m�9lmasa atcama I WATER -RESISTIVE S RRIERR IN&TRLLm BY BUILDER COM 3" OB STRIP 3� Mx zz DETRIL "E" FLOOR SHEATHING SEE S_. FACTORY WORK FIELD WORK io SEE SHT 4a FOR STAIR DETAILS 6 SPECS. STAIRS BY BUILDER SCRLE: 1/2"=1'-0" SCRLE: 1/2'�=1'-0" DETAIL "R" SCRLE: 1 1/2"=1'-0" FULL-HEIGHT BLOCKING AT EDGE OF CRNTn:EVER SUPPORT. BLOCKING FASTENED TO JOIST WITH (3) Bd NAILS PER END OF .BLOCK 1/ 1/2° OR 5/8"x 08 STRIP AT BRG. SUPPORTS) MPSON LSTR18, 20 ga. STRAP OR EOURL a 48"- 0 IDd NAILS EACH LEG. (I) SIMPSON LSTA18, 20 9, STEEL STRAP OR EOURL a 48" WITH (S) IOd NAILS EACH LEG. . NOTES L NATURAL ATTIC VENTILATION DESIGN MEETS OR EXCEEDS FLL APPLICABLE CODES. 2. CLS. _11W OR TRUSSES DO NOT ALIGN W/ ST(JOS, A 0 WfR.L TOP PLATE IS REO'D. 3. FOR FASTENINGS NOT SPECIFICALLY ADDRESSED ON THIS SHEET -SEE FASTENING 4. a4Y1 FOR UlCrS LOCATED IN SEISMIC DESIGN CATEGORY DO AND THERE I5 A CANTILEVER. AND THE RIM JOISTS FIRE SPLICED, THE RIM JOISTS SHALL BE SPLICED USING R GALVANIZED METAL TIE NOT LESS THAN D.058 INCH (16 GR) RND 1 L2" WIDE FASTENED WITH (6) 15d NR11-5 ON EACH SIDE OF THE SPLICE OR R BLOCK OF THE SAME SIZE AS THE FRIM JOIST OF SUFFICIENT LENGTH TO FIT SECURELY BETWEEN THE JOIST SPRCE AT Wt -HCH THE SPLICE OCCURS FASTENED WITH (8) 16d NRILS ON EACH SIDE OF THE SPLICE ' 1L� CONT. 3" OB STRIP W/LEDGER (OPT) MIN. 5 —CONT. 3" OB STRIP ;x Isd TOE -NRI ED STEEL STRAP OR EOURL 6 48"o.c. m 16" O -C, BY BUILDER r7 2x10 nIN ARILS - JOIST HANGER JOIST HRNGER OR 2x2 LEDGER OR 2.2 LEDGER 2x4 KIN CONT. 2x4 MM CONT. J SCRLE: 1 1/2"=1'-0" STEEL STRAP OR EOURL a 48"oc. 2x10 MIN. RAILS � ((}}���1f��np1e{• lSl IIIiU)�U0 3-SEC1:8'lTl�Td' �G1JSU 16d TOE-NRILED 1/2" DIAxT' MIN LONG a 16" OC, BY BUILDER 0 N1INL ARILS BOLT a 95' QC., aNRION OFPAgTA'M' SHEATHING SHIPPED ltl 12,GOOFS ALBAtrv, fry 1791-Wa1 sf.m I Inas /�A m�9lmasa atcama I IN&TRLLm BY BUILDER COM 3" OB STRIP . NOTES L NATURAL ATTIC VENTILATION DESIGN MEETS OR EXCEEDS FLL APPLICABLE CODES. 2. CLS. _11W OR TRUSSES DO NOT ALIGN W/ ST(JOS, A 0 WfR.L TOP PLATE IS REO'D. 3. FOR FASTENINGS NOT SPECIFICALLY ADDRESSED ON THIS SHEET -SEE FASTENING 4. a4Y1 FOR UlCrS LOCATED IN SEISMIC DESIGN CATEGORY DO AND THERE I5 A CANTILEVER. AND THE RIM JOISTS FIRE SPLICED, THE RIM JOISTS SHALL BE SPLICED USING R GALVANIZED METAL TIE NOT LESS THAN D.058 INCH (16 GR) RND 1 L2" WIDE FASTENED WITH (6) 15d NR11-5 ON EACH SIDE OF THE SPLICE OR R BLOCK OF THE SAME SIZE AS THE FRIM JOIST OF SUFFICIENT LENGTH TO FIT SECURELY BETWEEN THE JOIST SPRCE AT Wt -HCH THE SPLICE OCCURS FASTENED WITH (8) 16d NRILS ON EACH SIDE OF THE SPLICE ' 1L� W SIMPSON LSTR18, 20 ga. i —CONT. 3" OB STRIP ;x STEEL STRAP OR EOURL 6 48"o.c. loth Y'//o CONT. 3" WIDE OB STRIP W/ LE06[R [OPT] SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL U] SIMPSON LSTR18, 20 ga. SCRLE: 1 1/2"=1'-0" STEEL STRAP OR EOURL a 48"oc. WITH (7) 10d NAILS EACH LEG. � ((}}���1f��np1e{• lSl IIIiU)�U0 3-SEC1:8'lTl�Td' �G1JSU 16d TOE-NRILED a 16" OC, BY BUILDER aNRION OFPAgTA'M' SHEATHING SHIPPED ltl 12,GOOFS ALBAtrv, fry 1791-Wa1 sf.m I Inas /�A m�9lmasa atcama I W SIMPSON L5TR18, 20 ga. STEEL STRAP OR EOURL a 48"o.c. WITH (5) 10d NAILS EACH LEG. JOIST HANGER DIT.x10 1/2° LONG TN. OC- INSTALIBY BUILDER DETR_ IL "D° CEDRR LRP OR VINYL LAP SIDING OVER SMG. OR 5/8" T1-11 SMG/SIDING DIRECTLY TO STUDS OSL EXT. PERIM. RAIL (TYPJ BOTTOM ROW OF SIDING INSTALLED BY BUIL ER 16d TOE -NAILED a 16° D.C.. BY BUILDER DETRIL "E" SCRLE: 1 1/2"=1'-0" DATFK- MRSTER SERIES TWO STORY MODELS CROSS SECTION MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCALE REV. SHT. N0. MJL 1 3-22-91 SHOWN. 10-15-2010 7f W SIMPSON LSTR18, 20 ga. —CONT. 3" OB STRIP STEEL STRAP OR EOURL 6 48"o.c. WITH (S) 10d NAILS EACH LEG. DETAIL "B" DETAIL "C" SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-O" W SIMPSON L5TR18, 20 ga. STEEL STRAP OR EOURL a 48"o.c. WITH (5) 10d NAILS EACH LEG. JOIST HANGER DIT.x10 1/2° LONG TN. OC- INSTALIBY BUILDER DETR_ IL "D° CEDRR LRP OR VINYL LAP SIDING OVER SMG. OR 5/8" T1-11 SMG/SIDING DIRECTLY TO STUDS OSL EXT. PERIM. RAIL (TYPJ BOTTOM ROW OF SIDING INSTALLED BY BUIL ER 16d TOE -NAILED a 16° D.C.. BY BUILDER DETRIL "E" SCRLE: 1 1/2"=1'-0" DATFK- MRSTER SERIES TWO STORY MODELS CROSS SECTION MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCALE REV. SHT. N0. MJL 1 3-22-91 SHOWN. 10-15-2010 7f DETRIL #1 (3) IDd NAILS, 16" D.0 ON SITE RIDGE TO RIDGE ' FIELD WORK # FIELD WORK DETRIL #11' - FIELD WORK 5/12 PITCH: SIMPSON LSTA36, 20 STRRP OR gg MOVER RIDGE 6 FLIP CONNECINTO 5/12 SIMPSON LIP CO E STRAP OR 6 FLIP COME TION a USS(. MAXAX WITH (57 IOd NAILS PER LEG INTO TRUSS (SITE). CONT. RIDGE VENT, SEE NOTE cl £QUAL 0 GE a USS(. MAX WITH f5) PER LEG INTO TRUSS (SITE). (37 lOd-NAILS Ifi' D.C. ON 517E RIDGE TO RIDGE HO NAILS a 3 O V O.C. HORIZ. PLATE TO VERT. PLATE 7/12 PITCH. SIMPSON LSTRIB, 209 STRAPS OR EQUAL OVER RIDGE 6 FLIP CONNECTIONS a 0"... RIDGE BEAM 2.4 SPF c3 OR EQUAL MAX.. WITH 0 10d NRIL5 PER LEG (SITE). yxq 7/12 PITCH{ STR18, 20gg STRAPS OR RIDGE BERMBETWEEN EOURL-OVER RIDGE 6 COHAECTION5 a 48b.c. MAX WITH (5) 1°d NAILS' G (SITE). CONT. RIDGE VENT, SEE NOTE •1 ' RNUFR TRUSS TRUSSES SITE— FOR RUS O.C. 2x4 SPF e3 OR EQUAL BRY 0 T 16", 192" ALTERNATE CONNECTION FOR 5/12 ROOFS; IP.O OF THE 2x4 RIDGE STRAP, R 2x4 COLLAR TIE MAY BE INSTALLED W/ (4) IDd 10d NAILS s 12" O.C. PLATE To PLATE (SITE) ALTERNRTE CONNECTION 5/12 IP.O OF THE RIDGE STRAP, R 2.4 COLLAR TIE MAY RLLED W/ (4) 10d IFICATIONS MRNURL 1x4 TRUSS DESIGN DRAWINGS f—RIDGE NAILS EACH ETID JL15T BELOW THE 2.4 CONTINUOUS PLATE WHERE NAILS ERCH END JUST RF' W THE 2x4 - US PLATE WHERE 2x4 THE FLIP RNO TRUSS TOP CHORD MEET. _ KNEE WALL THE FLIP AND TRU55 TOP CHORD MEET. lOd NAIL a 12" O.C. ALTERNATE CONNECTION FOR 7/12 ROOFS: LP.O OF THE - - - - - CONTINUOUS LATERAL BRACING TO BE RIDGE STRAP, R 2x4 COLLAR TIE MRY BE A5TFLLED ALTERNATE CONNECTION FOR 7/12 ROOFS; IP.O OF THE RIDGE STRAP, A 2x4 COLLAR TIE MAY BE INSTRLLED - - - - - PLATE TO PLATE " - -2xq - - (S r CONTINUOUS LATERAL BRACING TO BE W/ (4) lGd NAILS EACH END JUST BELOW TFE R]DGE BADS. EQUALLY SPACED, ATTACH WITH (2) 8d NRIL5 W/ (4) 10d NAILS EACH END JUST BELOW THE RIDGE BROS. EQUALLY SPACED, ATTACH WITH f2) Bd NAILS AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRU55 HINGE, SEE DETAIL a6 AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE, SEE OETRTL =6 TRUSS TOP CHORD TO THE FLIP RAFTER, R 2x4 COLLAR -TIE MAY BE INSTALLED W/ (4) 10d PRE -MANUFACTURED WOOD TRUSS TRU55 TOP CHORD TO THE FLIP RAFTER, A 2x4 COLLRR-TIE MRY BE INSTRLLED W/ (4) SOd - NAILS EACH END JUST BELOW THE 2x4 FOR FASTENING. Zx3 BRACE IFRCTORY) (BY OTHERS) RT 16", 192" OR 24" O.C. SEE SPECIFICATIONS MANUAL FOR SOL NAILS EACH END JUST BELOW THE 2x4 2x3 BRACE E OR FASTENING, SEE DETAIL cll 12 SIMPSON HB .RAFTER _ SEE DETRIL it CONT PLATE WHERE Ili FLIP RNID (SITE) KING POST TRUSS DESIGN DRAWINGS - CONT PLATE WHERE THE FLIP AND (SITD TIE -DOWNS OR TRUSS TOP CHORD MEET. ,� _ _ _ _ _ _ _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ - - _ _ � TRUSS TOP CHORD MEET. KING POST � S OR 7 D.C.EQUAL SPACED 46" . (SITE) SIT - _ - _ - - _ _ - _ _ _ _ —�5 OR . - - - _ _ _ - KNEEWRLL KING POST KING POST KNEEWALL SIMPSON F♦8 - _ OPT. CATHEDRAL 1/2' OR 5/9' GYPSUM BOARD ROOF INSULATION GYPSUM FOR 24•.AID 26' WIDE 1/2"'OR 5/8 GYP RRD CONT. PLATE - NSULR71CN FOR 24' AND 26 WIDE UNIT OVERHANG DETAILS, (WHEN NO RAFTER TIE OR KING POST EQUAL, a 48" INSULATION BAFFLE TYP.2x4 OR 2x6 SIDEWALL CONT. PLATE UNIT OVERHANG DETAILS, 'SEE DETAIL =4, INSULATION BASE TYP. SEE OETAD_ -4. L2' OR 5/8'x2 L2° FOR 26' WIDE UNIT IS PRESENT, O.C. FIELD FASTEN TWSST 1 1/2° OR 5/8"x2 1RI' FOR 28' WIDE'UNIT TYPI 4 OR 2x6 SIDEWRLL COMPRESSION STRIP OVERHANG DETAILS, INSTALLED. STRAP TO TRL55 TYPICAL 2x3 OR 2x4 MARRIAGE WALL COMPRESSION STRIP _ OVERHANG DETAILS, SEE DETRIL =5. BOTTOM CHORD) ' SEE DETRIL c5, TYPICAL 2.3 OR 2x4 MARRIAGE WRLL KING POST UNIT WIDTH UNIT WIDTH FASTEN BOTH ENDS OF HB wrrH (s7 1pd x 1 vz^ ALT. KING POST NRILS FIELD IN57RLLED CONNECTION TYPTCRL ON SITE FR T NING D TRI - 5112 OR 7/12 OPTIONRL OFFSET ROOF SITE FRT N NG D TRIS - S/12 OR 7/12 TYPICRL ON SITE FRSTFNING D TRI SCRLE: NTS SCALE: 3/8'=1'-0" SCRLE: 3/8"=r -(r DETRIL #3 DD TRS OB STRIP TO PROVIDE AIR SPRCE # .LRS OR SETT SEALING SI -ANGLE, FIELD WORK DFTRTL #6 FIELD WO K] FOR THE GABLE OVERHRNG BLOCK. TO RRKE CONNECTION OR FOR ATTIC VENTILATION- FIBEPGLRS OR SELF SEALING SHINGLE TYPE FELT WITH 16" OVERLAP OR FIELD .WORK GABLE OVERHRNG IN51DE RAKE TO TRUSS CONNECTION. SEE FASTENING SCF�cJSJLE. TYPE 15 FELT WITH 18" OVERLAP OR =55 SIM SHINGLE UNDERLRYMENT OR EQUAL • WIDE RN ICE BRRRIER OB STRIP TO PROVIDE RIR SPR MIN. SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, -55 SIMPLEX SHINGLE UNDERLRYMENT OR EQUAL 36° WIDE AN ICE BRRRIER THAT CONS OF AT LEAST (2) LAYERS FOR ATTIC VENTILATION �1" 2" FASCIA, J -ARIL RND QRIP EDGE TO OVERIIFWGS 517E WORK " THAT CONSISTS OF AT LEAST (2) LAYERS OF UNDERLAY CEMENTED TOGETHER OR OF R SELF- EKING POLYMER MODIFIED TRU55 �2'• OF UNDERLRYMENT CEMENTED TOGETHERBITUMEN OR OF R SELF-RDHFRING SHEET, BE USED IN LIEU HINGE STRAP 48" D.C. /iR. ROOF SHEATHING. (NY AND RD OVERHANG IS LIMITED TO 12" MAX POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMRL UND ENT AND SHALL 9 IN 110, 120 MPH - 35C WIND ZONES OF NORMAL UNDERLRYMENT AND SHRLL EXTEND FROM TFE EDGE TO A POINT RT LEAST 24 SIDE THE 2x4 SPF STUD GARDE OR EOURL TRUSS AT ENDWRLL ONLY RT ERVE Et•ID EXTERIOR SHEATHING w z '� EXTEND FROM THE EVE'S EDGE TO R POINT AT LEAST 24 M INSIDE THE EXTERIOR WRLL LINE OF THE BUILDING. EXTERIOR WALL LINE CF BUILDING. CONT. L2" OR 5/8"x ' AFTER ROOF HRS BEEN RAISED TO ' 1 1/2" OB STRIP APPLICABLE PITCH, GO TO BREAK IN 1x6 INSIDE AND BRERK T HINGE POINT ,Z, 7 (TYP. AT BRG. SUPPORTS) ROOF, LIFT UP SHINGLES 6 INSTALL (2) 16d NAILS INTO EACH TRUSS OUTSIDE RPKES DIMENSION VARIES v IIItO m TRUSS PLUMINUM DRIP ELSE TRUSS HINGE FIELD WORK Y� SCRLE: 1"=1'-0" 2x2 2* 4 NOTES 1. RIDGE BOARDS RRE INSTRL.LED R MINIMUM OF 1" BELOW PERK OF ROOF TO ALLOW FOR AMC VENTILATION. ryL COM. 1/2° OR 5/8"x L L2' OB STRIP --- (TYP. AT BRG. SUPPORTS) 1x6 FASCIA BORRD WITH • ALUM. COVERED FASCIA ALUMINUM DRIP EDGE ___________ (2) I6d NAILS TO TRU55 - - AFTER OVERHRNG IS 1x6 LOWERED, BY BUILDER ERVF ENO 1x6 SPF =2/=1 OR EQUAL GABLE TYP. FLIP SECTION OVERHANG BLOCKS AT 24" O.C. MAX WHEN THE DESIGN LIVE LORD EXCEEDS 60 F, THEN THE BLOCKS SHALL BE RT 16" D.C. MRX. AT RIDGE - PERFORATED SOFFIT Ipd NAIL DIRECT TO STUD PERFORATED SOFFIT Y BX�Dp2 SPACE RESERVED FOR THE NEW YORK STRMP OF RPPROVRL - TOP ROW OF SIDING • INSTRII BY BUILDER NOTE: ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHRNG. ' TYPICRL FRONT OR RERR GRBLE OVERHRNG OPTION DETRIL SCALD 3/4"Y1 -(K FIXED OVERHANG FOLDING OVERHRNG FIELD WORK SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2'�=V-0" # DETRIL #8 DETRIL #9 FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL: DETRIL #10 SITE CONSTRUCTED SECTION INSTRI I m ovER ROOF 5HERTHGNG 16d NRILS 9 8" D.C, 2 ROWS STRGGERED FIELD RAFTERS (SITE FIELD WORK FIELD WORK THROUGH RIDGE BOARD TO SIDEWALL FIE K APPROVALUMrrEDTo FACTORY BUILT PORTIO SHERTHINGFLASHING _ RIDGE BERM - RIDGE VENT, Ei -� =1 F�§10NAL fA ' II II II II SIDING ROOFING MATERIAL ' RLTERNRTE lz6 4 BLOCKING IN PLACE OF 2x4 BLOCKING II II it II II II II II II TYPICAL. TRUSSES II II SErCND STORY SIDEWRLL VENT INSTRLI�D PER r� _ m, - p 11' I �� INii `a)Jt(�)'.,L✓-OI MR 2x4 BLOCKING _ II 11 II II MFRS INSTALLATION INSTRUCTIONS. SEE NOTE =1 - E Irl+ DRIP EDGE II II II II >1veSTzlEa 7777— SHEATHING, UNDERLRYMENT, FIND SHINGLES 11 •' I I I SHEATHING • . NYLON STRAP FOR FLIP SECTION LATERAL BRACING ED a 24" OR 16' D.C. II II I SIDING 11 I I FLASHING PRE-MRNUFACTURED WOOD TRUSS (BY OTHERS) AT I6 , 19.2' OR 24" O.C. TOP CHORD JOIST HANGER OR LEDGER /GOOD ?-0 ✓ Sr ,uH �I i j�-7 49o2 -O ?O II II I RIDGE VENT • SEE SPECIFICATIONS MANUAL DEPpRiMfM GFsiaDE, CODES DMSION - 11 I II 1 FOR TRU55 DESIGN ORRWINGS STRUCTURAL BEAMS SHEATHING TRUSS KNEEIJRLL 2.10 MIN. ALBANY. W 1a]) -Doo) ShmDdP D�ovzl sv�,tnowec f7qprr pDcn'e�y e{,q/!J-�S_i " FOR FIELD NAILING R�-S FLOOR JDIST ^'°^"'"°i•'"� no�umxe, II II II II ROOFING MATERIAL FLOOR JOIST SEE DETRIL =1 lfid TOE -NRI LED• ���e===+• •� • II II II RPPROX FIRST FOOT MODULE "A• MODULE "C" a 8" D.C, BY BLmDER SITE INSTALLED IIIIII ' 1IIII II I IIIIII DIAGONAL WEB � 2x10 N 2�4 ARILS 2x 4 MIN FFSFT (ONE OR TWO STORY ) II II I I TRUSS SCRLE: 3/8"=1'-O" v v v v v vCEILING BOTTOM CHORD JOIST MRSTER SERIES II II 11 11 I CEILINGJ°I�` • SITE INST RLL MODELS RLTERNRTE CONSTRUCTION DETRILS CFn G MUNCY HOMES, INC. 1567 PR ROUTE 442 'R' MUNCY, PR 17756 DRN BY I DRTESCRLE REV. SHT. NO. X EXTENSIONe OPTIONRL OFFSET (TWO STORY UNIT) SCRLE: 1/2' 1'-0" SCRLE: 1/2"=1'-O" M•� 3-22-91 4-23-2010 71 - DATABASE NAME _ __ 07\71 .SHOWN DETRIL #4- SHItr.LES. ANU FELT.. AT BREAK F;E!SITE iNSTFLLED BY BJILDER 187�fid'NRTLS�PFR-'.$IDE'SITE; BiSTPo.:Lm BY BUILDER METAL.. STRAP. HINGE Y'M.FFcTLFm,_ SUPPLIES �RIOcE YENT'FOR FIELD 1NSTALI_RTIQ4 VZ112' PLYWIXxT GUSSET 57E_M*TF9_LEO :BY OT?fcRS-RS.PER-NAK, Ff7ETURERi 6P.8UT_gER ISSIRUCTlws. . 2s4 SFF •2Z•1 a 24",O.C._3S-PSF G .2:4 SPF -V.l 9 IV D.C. 50/50 GSL 2:4 SEI- .21,1 s 12 D.C, 93 P5F' DETRIL #7 FASCIA - BLOCK. - ALUM OR VINYL SarFTT. WENTEOi DETRIL #3 7/12 'M? OIi-SITE . I SOFFIT 'SUPPORT. - DISTFu Eo PERFORATED -.SOFFIT SITE INSTALLED 2r2-"W!L.EP, Et0S' Ql.Y, .SITE INSTALLED SUPPORT COLU`i 5 T -O' F'AX -- 35 TSF GS - 8' -0' PARC 50'60; 6 so PSF" GS-, SL.PPLIEO . AND.' FIELD. INSTALLED 8Y' BUILDER..'COLUMM MUST BE ABLE TO :WITHSTA4Q-RXIFL.LQ:-LF 1200: LB. I. ROOF FIELD 'WORK )'FOLDED EFKY. UP:,ON'fIGUSE .0407E a21 35 PNS SPF •v1 FI f D NSTA FD RIDGE VENT DETAILS PS�'(Sl. 0 2:6 "SPF •2��L 5CFILE: 1 -� 50/60 P5E GSL (2) 2i8 SPF' •2/•1 r 90 P5F-'GSL DETRIL #5 � �'FLU7i:COYF�ED _ � r P Y,�-1tFRCTuRED WOOD TRUSS " BY. 0 ),-AT 16°,_ 1917 OR: 24' QC. .SEE.S'ECIFICATIONS McN AL FM TRUSS DESIGN..DRAWIt1G5. 2:4 OR 2.G TOP TE -SOFFIT .j j 1 <-(2) 1""1%Y x 9 1 - KICRCL SEAMS FOR 6G PSF GSL � � (3) 1 172' x 9.1. AlCRd M. BEAMS FOR 90 P5F GSL SUPPORT. COLU M1S --1 ,, a',AX .SUPPLIED' RND'-F= INSTALLED ST ELFILDER k �- MUST BE. ABLE TO. 'WITHSTRZO RXIAL LONG . DO LB.. TIE. SEC ON T RU CRRPORT SCALE 1/27=1'=10" FASTEu K FLIP' WITH Ill 16d M1RII- FER RAFTER cowRIDG, VENT .SEE NOTE.: -1 ._ �K-Un FASCIA NETFL"STRAP AS HINZ TOP- CHORD PERFORMED SOFFIT 7/I6' AGENCY RATED SFEATHIM Da PRE-CUT FOR SITE INSTALLATION I .TI -Ii S1D=-.OR EML StJPP(g0 INSTALLATION B7 BUILDER .. SCALE:' 3/4'--V-0` 5/12 CONTiNVOUS VENT -2x4 MISS DTRIL "R" 50R ' 1:1/2 `=1`-0" DETRIL "8." SCALE: 11/2' =1'-0" VENL (2) 15d TO 2xf TYPICAL "SECOND FLOOR PREMRIUFACTUREO WOW FLOOR TRUSS BY OTHERS AT, la O IaZ' OC SEE TRUSS M9%VPL FOR. TRUSS OESiG4' 02F141U4G5 TTP. SILL PLATE i=smm- WIGER �WOOO..LEDGER ING SURFACE -STRIP CR:JOIST WISER:' "J STEF1 C0.U;1N' CTYPJ T'FICRL FIRST..FL04F OFTIONRL' FLOOR TROSS DETAILS SCALE 314=1',-w DETRIL tts- EI OQGING RLDX TO' CHORD O TRUSS RU FOO aFRM-U71G MILER. BLG�IS*2: 77�T AT. 16' OC X. A PANV,. IS; 'I' REQUIRED`FOR A MM LL CF'.6a FSE. AVE (31 TRU77:.EACH' I' 3TC UPON LL FACING E 5 OR. 7/I2 TRU55 RT IE` OR IRZ' O C: TYP. ATTIC RCCESS RND' SKYLIGHT FRAMING SCALE: SIDEWRLL.CONNECTIONS: MRTEWRLL CONNECTIONS. ROOF TRUSS-TO-W_ADER.CU1TErTI0.4 :R" ROOK TRUSS -TO -GIRDER CON:'ECT19N .WOO: SPEED HOUSE. WIDTHS°ED3: CG44ECTIQV I ` MD HOUSE WIDTH ' Cq`t€CTION 231 MT516`TWIST-5TRAY 1fITH O1 10&157. .90-6 281'6 LUS210 WITH (87.10d.: NRIL5IN GIRDER. }AILS ,ERCH Etat, _ 100 31u (4) 10d.:INTRi1M Q = 311 LSTRIS STRRIGiT.-STRAP WITH .07 10d t1RILS EACH'END. 281. HJ52B Fi1528 WCTFi 221 lOd X=]SNFULS ILSU 110 ER.:(( 111d X LS IN . NAILS (EXT SME F KFnSKTSIGTWIST- 0 (E WITH (71:.M, &' z O 31. 11 5 8 WITH 122) 10d NRIL5:Dt GIRDER.. H 28v d.L,'6' H2s.A"TWIST,-STRR'��41TTN (4-Bdz1:5:. WrS 5TF CEO lad :TRUSS: O)SU.GIROFR: RE m) :U" 100 a N.IILS_511CH: PC IINTSIDE IDR). .W 120 28 FiJ526 WITH 22) 10d NAILS IN GIRDER.. W ' 110. LSTH1& STRRIGHT•STRPP WITH..(71 0d z 3lu UP -10d -IN TRUSS. (OSL GURD=E::RE001. .511 ,1z ILS ERCH:END (EXT:,9 F .. St. z •,= T - - DOLIBLED-TRJSSES I15TPLL HUSZ10-2 F MQVO Z. O. HZSA TWIST-STRFT' IdITF( l9 8d:, :NgILS EACH END' C T 5I0E tiD U, 55ES: & LU528=2 Fes, 5TQRRGE TRU55E5i -STORFIGE .HT5I6 TWIST -STREP WITH `771 &15 -'F -TRUSSES ONL'Y.'RI L11s2t0 fIR4GER Y¢lY NAILS. EALHt FDD. EACH SIDE R MUTED FOR H1.528_ HANGERS. SPECIFIED: .220 .. L5TRI8 STRAIG(T-STRPP W IT) 10d G -TO=STUDCOLUMN COM',ECTION 311 NAILS.ERCH' ENO,(EXT S HOIU.'6 WA�Y) S, . iIDTFiOUSE CLY;IcrTIOH. MTSI6 TWI5T-STREP WI lOdiU` ):AILS ETCH' EMD: (INT S FM- : W I'EAOER-TO-STUD: COLUtt4 COtINCCTI 90 d; IZ)'.LST'A18-STI FRIGHT -STRAPS WITH ISI -108 t,Y3IL5 EACH END. z WIND SPEED H(7L5E WIDTH CQ. .`,CEC 100, 281 m L5TRI8'5TPr'IIGHT-STRAPS WITH. _m '- 2Hv 6 '2) LSTRIB STRRIGH "STRAPS WITH .z F-. U ' Siv . (6) lad NxIILS FIGH ENE). 281\'721 LSTR18 STRAIGF(T-STRA,.PS WITH � 311. (71 108 NgIL5 EWEN). " W' 1 2) LSTA18 5T T-5TRAPS WLR( - Z Z IIDLSTRlB lOd MAILS. ERCH END..F U O) lOd' N)3ICS ENO,. O' 311W(3) STRAIGHT -STRAPS WITH ` 317, LSTAi8 ST GHT-5TRR°S+WITH U IOd 14111-5 EACH END:' 2Z0: 23x.6 'O STAIR STRAIGjiT-STRPPS WITH O t67 lad NAILS; CH sal. - U 311 IM . KIXLS. EACH,END, _. 1I0 6 l20 281.6 31V (3) LSTRIB RAIGOT-STRAPS' WITH .Pl. 30d .NA EACH. ET+D: _N- STUD LOLl1.�a`I-TO GLK1aTIQii CRV,EC710ti - (TpiD SPEE@: ryyX(,5E WIDTH CdNI`✓<CTfQit STUD CDLU .N -TO -F TION CO'd:ECTIDN.'C' WIND SPEED HdJSE WIDTH CUa'^+"cC7ILT'7 - Z 0.-T •i ,t5TCM40 FtD STRAP IM '6Q.,STi)T-RS V 90 'thro 2Hv 6. WITHIN CDL; UOi: 11-4 x 1/4�'72TFNS. 7N'F7$0: - OPT - - MSTCN40'FiD STREP TIE 'O 120 z. 41 16d 50@CERS- IN COL. U 371 OPT '90 6. ZB d z 2-1/{ TITEtS.IN F?D: -2 L J.FND HCLD-004:'N 1tm 311 'OR' I'm WCTN•201, 8d.' ,'.fir -R NAILSIN'COLLML- --LSTH08RJ. F170'HCLO-D01.7) FLOOR RLL JOIST -01 fld: SINIOD, NAILS IN COLUMN - 410.0 F7OUSE SvEED WI07H CQ':'•�G7IQti ' Tal - MSTCM50 FTA: STRAP TIE WRH. 261 16d SD.ZERS IN CCL. •z p Z 2) FSA FIC TWI5• 5 WITH 781 'U' 110 6; 281 (141 I/4 X 2d/{ TLTEtS. IN FMD; Z 90. Wv 281 6 (D,12.._ SOd M1RiLS IN RiftAFT'PER'M: .120 31 'DR' O iZO ;NUR 801.75 IN 'IN7"OF OPT "Q.- LSTI�IDRJ FN0 HOLD -004:^1. 31v �Oit�::FSA :FTS] INSTALLTHE WALL. 0.NE FLED CLI. WITH 1287 ad SINY£R F3iIl.5 IN CCLUYN: TFC. EXf OF FAO TO USE 28 FT &N1ErTIQY' 5PEL'5: LESSEN COt4"ECTION5 FLLOWRBLE.8A5M Ott SPECIFIC TRU55,. F M-f4'y-"SECTI0115 -25.6.3 Poa 2S.&S,FCR-SPECIFIC S[OE4;r�L CC<C 1.6h FOR SPECIFIC VATEWALL COKNP:CTIONS:. OTHER'.COtINECTORS WITH Y 09 c 1IALUES�MAI' BE SUBSTITUTED NOTES - L .RIDGE. BOARDS ARE INSTALLEOA MAIIYIIM OF r 'S -MOW. PEAK OF ROOF TO:'FL.LDW':FOR RTTIC Ya4TILATIOK 2: 'PORCH-CALCS.PROYIOED-IN SECT •2S_ OF APPF)UMD mpiviRL. ld .Zv f.Z v°Si. . rF.ykffr a� SPACE RESFRS-IM:'F.OR TFE NET! YORK 5TR4P OF APPROVP_ MRSTER:: SERIES FILL MODELS FRRMING OETRIL5 MUNCY' .HOMES,. :INC. I567:PA ROUTE 442 muNcY-< PR: 17755 ORN BY DATE SCRLE REV; GvE FIJI 3-22-91 SHOMN 10-26-20. F 8a 159 CFH�TS-�R TOE SPACE -� 72 CFM 78 OF REGISTER - 5F 48 CFM SID - START OLLAR '�� FURNACE IN '\\ �[T7P1 BRSEMEM 5`0 8 CFM `TNSUL FLEX END CAP FACTORY '-- 6°x18 x30 -- CRP DUCT (TYP) U45TRLLEO ' _ F TORY INST STACK CONNECTOR STACK CONNECTOR iSTACK CONNECTOR RETURN RIR DUCT SITE INSTRLLFD SITE D45TF LLEEDD C 1 C 20"x20" - I RAG CROSSOVER SITE INSTRIIED END CAP FRC TORY STACK CONNECTOR END C INSTALLED STACK CONNECTOR R 1.FACTO INSTRLLED 17 CFM ST COLLAR aj IA (TYP) I NSI.I.. FLEX DUCT (TYPJ Se 5, 5°O 6'e 0 fi"0 .g 133 CFM FLOOR !l REGISTERr 151 CFM ITYPIOOT 84 CFM FLOOR 51-ERTHING 15 5/8° STURD-I-FLOOR, RATED 20' C WHERE CROSSOVER DUCTS N INSTALLED, FLOOR JDI5T5 F ALLOWABLE DESIGN LORD I`. SEE RPR TECHNICAL NOTE C TYPICAL FLOOR JOISTS OR I T A 'iUHL blNULL 5 1 UK T MVHU UUU 15 T 5 I LM SCRLE: 1/4-`=1'-0" JOISTS ARE SPREAD FOR THE MAIN DUCT /'TO CROSSOVER DUCT CONNECTION USING THE STACK CONNECTOR SPRERD FLOOR JOISTS FOR HERT DUCT WHEN JOISTS RRE 16" 0/C SCRLE: 1/211= 1'-0" RIGID INSULATED AT DUCT STRAPPED ' TO SUPPORT AT 4W H SHIP BDTT CONNECTED WITH SKIP -LRP AND TAPE RIGID INSULATED DUCT STRAPPED TO SUPPORT AT 48" OC MAX. BUTT CONNECTED WITH SHIP -LRP AND TRPE DETRIL "R -R' SCRLE: 1 1/2"=1'-0" BASEBOR, DIFFUSER SITE INS REGISTER ELBOW BOOT, — 30 GR GR -V. FLEXIBLE INSULATED SECURED TO ELBOW L TRANSITION COLLAR BDIFFUSER - 30 GA GRLV. WITH TIE-5TRAP TO FLEX DUCT FLEXIBLE INSULATED DUCT �� SECURED TO ELBOW WITH TIE -STRAP FLEXIBLE . INSULATED DUCT REGISTER ELBOW BOOT, .STACK - 30 GA GRLV. CONNECTOR DETAIL "B -B SCRLE; 1 1/2"=1'-0" NOTES L HVAC DUCT SYSTEMS SHLL BE LOCATED IN R FLOOR TRUSS SYSTEM FOR RANCH AND CAPE TYPE HOMES. ALL MATERIALS AND INSTALLATION BELOW FLOOR AREA BY FIELD CONIRFICTOR. ' 2. HVAC SYSTEMS 5 -RLL BE INSTALLED IN ACCORDANCE WITH THE DESIGN OF L.S.I. AIR SYSTEMS, OF LAKELAND, FLORIDA. HEAT LOSS CALCULATIONS PROVIDED WITH DESIGN. 2009 IRC - EOUIPMENT SITED PER RCCA MANUAL °S" BASED ON BURRING LOADS CRLCULRTED IN ACCORDANCE WITH RCCR MANUAL "J" OR. OTHER- APPROVED HEATING AND COOING CALCULATION METHODS. NY - EQUIPMENT SITED PER RCCR MRNURL °J'. 3. MRTERIRL SPECIFICATIONS A- RIGID NONMETALLIC DUCT MATERIALS PRE CLR55 L UI_ LISTED, WITH FITTINGS AND "CONNECTORS TO BE USED WITH SUCH MRTERIRLS. FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS 54RL1. BE TESTED IN ACCORDANCE WITH LL 181. B- AIR DUCT CLOSURE METHODS SHALL CONFORM TO UL ISLA OR OTHER CLOSURE' SYSTEMS. C- PLENUMS, MIXERS, REGISTER BOXES RND OTHER JUNCTION FITTINGS PRE CONSTRUCTED OF FOIL COVERED FIRER GLASS BOARD. UL LISTED, CLASS 1 DUCT. D- METAL COMPONENTS. REGISTER BOOTS, 5TAR7 COLLARS. ETC. EXCLUDING GRILLES ARE R MIN. 0.030 INCHES THICK GRLVRNIZED STEEL OR R MIN 0.013 ALUMINUM. E- TIE STRAPS PLASTIC OR NYLON SHALL BE -R MAL 175 TENSION STRENGTH, TYPE ONE, CLASS TWO. F- MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETRLLIC RIR DUCTS .SHALL COMPLY WITH UL 181B AND SHALL BE MARKED 1816-C. 4. ALL JOINTS IN THE DUCT SYSTEM SHALL BE MPOE AIR TIGHT. S. MORIZO14TPL TRUNK LINE SHALL BE SUPPORTED AT EACH JOINT OR 48' MRK. S. REGISTERS. GRILLES PND DIFFUSERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND SHRLL HAVE VOLUME ROJUSTMENT. 7. METAL DUCTS AND PLENUMS PASSING THROUGH OR LOCATED WITHIN COMBUSTIBLE CONSTRUCTION SHALL BE SEPARATED BY R CLEARANCE OF RT LER5T 1/2" OR BY NON-COMBUSTIBLE MATERIAL AT LEAST 1/4" THICK. B. WHEN R FURNACE IS FACTORY INSTALLED IN THE UNIT, IT WILL BE INSTALLED OVER THE TRUNK LINE R STACK CONNECTOR WILL BE USED TD MAKE THE CONVECTION FURNACE RND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. MRNJFRCTUP.ER'5 MANUALS FOR ALL INSTALLED EQUIPMENT SHALL BE PROVIDED. R SWITCH SHRLL BE PROVIDED TO STOP THE OPERRTION OF CENTRAL FRN EQUIPMENT AND SHALL BE IDENTIFIED AND IN R READILY FICCZ551SLE LOCATION OUTSIDE THE' FURNACE ROOM. FURNACE IS YORK INTERNATIONAL, DIRECT VENT TYPE MODEL DGRO6OCD - RFUE= 91.0 OR AN ECUIVRLENT. SEE SPECIFICATIONS MANUAL FOR CERTIFICATE OF COMPLIANCE AND MRNLFACTURER'S INSTALLATION INSTRUCTIONS. 9. GAS FIRED FURNACES SHALL COMPLY WITH ANSI 221.47. 10. OIL FIRED FURNACES SHALL COMPLY WITH LL 727. IL FOR GENERAL NOTES ANO SCHEDULES. SEE SHT 3b. 12.. A LEVEL SON 30" WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF THE MECHRUCRL EQUIPMENT. 13. CATEGORY IV CONDENSING APPLIANCES ARE REQUIRED TO BE EOUIPPED WITH AN AUXILIARY ORRIN PRN UNLESS THE APPLIANCE WILL SHUT DOWN IN THE EVENT OF STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM. 14. AIR REMOVED BY EVERY MECHRNICAL EXHAUST SYSTEM SHRLL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHRU5TED INTO RN ATTIC. SOFFIT, RIDGE VENT OR CRAWL SPACE IS SEE SKI 3e FOR HVAC AND ENERGY CRITERIA. SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVRL ALBANY. WRLL RIR RETURN REGISTERS ,---I ® 10" FROM CLG. SITE CONVECTION FLEXIBLE INSULATED DUCT STRAIGHT BOOT SECURED WITH TIE-STRRP� •_______-_ 30 GR. GALV. MRSTER SERIES RLL RRNCH RND CRPE MODELS TYPICRL HVRC DUCT SYSTEM pa MUNCY HOMES, INC. +, 1567 PR ROUTE 442 DETAIL "C -C" MUNCY, PR 17756 SCRLE: 11/2"=1'-0" 1;,tA7`tr`r' DRN BY DRTE SCRLE I REV. SHT. NO. DRTABRSE NAME - 10\1 JRK 4-1-97 SHOWN 10-15-2010 106 FLOOR SHEATHING IS 5/8" STURD-I-FLOCK, RATED 20" WHERE CROSSOVER DUCTS F INSTALLED, FLOCK JOISTS ALLOWABLE DESIGN LORD I SEE APR TECHNICAL NOTE I TYPICAL FLOOR JOISTS OR 1g x18°_10' CHASE ASE RETURN RIR DUCT _ 10"x18•_10' SUPPLY OIA:T 1st STORY TYPICAL -1 WO STONY HVRC DUCT SYSTEM rJOISTS FIRE SPREAD FOR THE MAIN .DUCT SCALE: 1/4"=1'-O" TO CROSSOVER DUCT CONNECTION IG/// U0 C 15S STACK CONNECTOR ONNEC SPREAD I'l OOP JOISTS FOR 0/ HEAT DUCT WHEN JOISTS RPF 16" SCALE: 1/2'�= 1`-0" RIGID INSULATED DUCT STRAPPED TD SUPPORT AT 48" OC MAX RIGID INSULATED DUCT, - BUTT CQNECTED WITH SHIP -LFP STRAPPED TO SUPPORT AND TAPE RT 48" OC MAX RIGID INSULRTEDDUCT STRAPPED TO SUPPORT AT 48" OC MAX BUTT. CONNECTED WITH 5HIPiRP AND TAPE TRANSITION COLLAR 30 GA GRLV. WITH TIE -STRAP TO FLEX DUCT FLEXIBLE ' INSULATED DUCT STACK CONNECTOR DETAIL "R -R" - FIRST FLOOR SCALE: 1 1/2"=l'-0" BASEBOARD DIFFUSER INSTALLED ELBOW SECURED ( TO DI FLEXIBLE WSULRTED DUCT SECURED TO ELBOW WITH TIE -STRAP AND INSTALLED IN FIRST STORY CEILING BR! 0 FLEXIBLE. INSULATED DUCT / SECURED TO ELBOW WITH TIE-STRRPJ REGISTER ELBOW BOOT, 30 GA. GRLV. DETAIL "B -B" SCALE: 1 1/2"=1'-0" 2nd STORY FIRST STORY CEILING AND SECOND STORY FLOOR REGISTER ELBOW BOOT, 30 GA. GRLV. SECURED TO ELBOW STRAIGHT CUT THROUGH J BOARD AYND FACING ON TOP AND SIDES ASSEMBLED WITH STAPLES AND TAPE K1 -FLEXIBLE - INSULATED DUCT w ` QJ J ¢3 E NOTES L FIRST FLOOR HVAC DUCT SYSTEMS SHALL BE.LOCATED IN R FLOOR TRUSS SYSTEM. SECOND FLOOR HVAC DUCT SYSTEMS SHALL BE LOCATED IN THE 'CEILING OF THE FIRST FLOOR. THE HVAC DUCT SYSTEM IS FACTORY INSTRLLEn VERTICAL RISERS AND ELBOWS PROVIDED BY MANUFACTURER AND INSTALLED BY FIELD CONTRACTOR. ALL MATERIALS AND INSTALLATION BELOW FLOOR AREA BY FIELD CONTRACTOR 2 HVAC SYSTEMS SHALL BE INSTRLLED IN ACCORDANCE WITH THE DESIGN OF LeS.U6 AIR SYSTEMS, OF LAKELAM, FLORIDA. HEAT LOSS CALCULATIONS PROVIDED WITH DESIGN. 2009 IRC - EQUIPMENT S= PER RCCA MRNURL S' BR5ED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACOA MANUAL "J' OR OTHER APPROVED HEATING AHD COCLING CALCULATION METHODS. NY - EQUIPMENT St® PER RCCA MANUAL 'J'. 3. MATERIAL SPECIFICATIONS: R -RIGID NONMETALLIC DUCTMATERIALS PRE CLASS 1, UL LISTED, WITH FITTINGS AND CONNECTORS TO -BE USED WITH SUCH MATERIALS. FLEXICtE AIR WCTS AND FLEXIBLE RIR CONNECTORS SHRLL BE TESTED IN ACCORDANCE WITH UL 181. B- RIR OUCT CLOSURE METHODS SHALL CONFORM TB UL ISIS OR OTHER CLOSURE SYSTEMS. C- PLENUMS, MD(MS, REGISTER BOXES PND OTHER JUNCTION FITTINGS ARE CONSTRUCTED OF FOIL COVERED FIBER CLASS BOARD, LL LISTED, CLRS5 1 DUCT. D- METAL. COMPONENTS, REGISTER BOOTS, START COLLARS, ETC. EXCLUDING GRILLES ARE R MIN. 0030 INCHES THICK GALVANIZED STEEL OR R MM - 0.013 RLUMINUM. E- TIE STRAPS PLASTIC OR NYLON SHALL BE R MIN 175 TENSION STRENGTH, TYPE ONE, CLASS TWO. F- MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC RIR DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE .MARKED 181B -C. 4. ALL JOINTS IN THE DUCT SYSTEM SHALL BE .MADE AIR TIGHT. S. HORIZONTAL TRUNK LAE SHALL BE SUPPORTED AT EACH JOINT OR 48' MRX 8, REGISTERS, GRILLES AND DIFFUSERS SHALL BE U45TRLLED PER MPNUFRCTURER'S INSTRUCTIONS AND SHALL HAVE VOLUME ADJUSTMENT. 7. METAL OUCT5 AND PLENUMS PR55ING THROUGH OR LOCATED WITHIN COMBUSTIBLE CONSTRUCTION SHALL BE SEPARATED BY R CLE:RRRNCE OF AT LEAST 1/2" OR BY NON-COMBUSTIBLE MATERIAL AT LEAST 1/4' THICK 8. GAS FIRED FURNACES SHALL COMPLY WITH ANSI 721.47. 9, OIL IR FED FURNACES SMALL COMPLY WITH UL 727. AM SCHEDULES, SEE BHT 3b. 10. FOR GENERAL NOTES A 1L SEE SIT 3e FOR HVRC AND ENERGY CRITERIA I2 R LEVEL 30"x 30" WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF THE MECHANICFL EOUIPMENT. 13. CATEGORY N CONDENSING APPLIANCES ARE RECUIRED TO BE EOUIPPED WITH AN AUXILIARY DRAW PRN UNLESS THE APPLIANCE WILL SHUT DOWN IN THE EVENT OF STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM 14. RIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. RIR SHALL NOT BE EXHAUSTED INTO RN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 126' UK 31 -SEC '[ID G -USF TYPICAL WRLL STOCK SCALE: 1 1/2"=1'-0" WALL RIR RETURN REGISTERS 1 s 10' FROM CEILING MRSTER SERIES FLEXIBLE INSULATED DUCT c� sTRRTCHr Boor ALL TWO STORY MODELS SECURED WITH TIE -STRAP .30 GA GFLV. Nc�%i`!etl JPt�0�/ 4+ TYPICAL HVRC DUCT SYSTEM MUNCY HOMES, INC. 1 +'�m 1567 PR ROUTE. 442 DETAIL T -C t "'�` "` MUNCY, PR 17756 SCALE: 1 1/2"=1'-0" DRN BY I DATE I SCALE REV. HT. NO. DRTR10BAS�10c E NAME JRK 1 4-1-97 1 SHOWN 10-15-2010 10. AFTER INSTALLATION OF "H" AND '8" BOXES NOTCH 2x12 CEILING PERIMITER RAILS TO COMPLETE INSTALLATION OF FLEXIBLE DUCT TO HORIZONTAL TRUNK RIGID INSULATED DUCT, TRANSITION COLLAR STRAPPED TO SUPPORT 30 GA. GRLV. WITH - RT 48" OC MAX TIE -STRAP TO INSTALLED BETWEEN FLEXIBLE DUCT FIRST STORY CEILING AND SECOND STORY FLOOR REGISTER ELBOW BOOT, 30 GA. GRLV. SECURED TO ELBOW STRAIGHT CUT THROUGH J BOARD AYND FACING ON TOP AND SIDES ASSEMBLED WITH STAPLES AND TAPE K1 -FLEXIBLE - INSULATED DUCT w ` QJ J ¢3 E NOTES L FIRST FLOOR HVAC DUCT SYSTEMS SHALL BE.LOCATED IN R FLOOR TRUSS SYSTEM. SECOND FLOOR HVAC DUCT SYSTEMS SHALL BE LOCATED IN THE 'CEILING OF THE FIRST FLOOR. THE HVAC DUCT SYSTEM IS FACTORY INSTRLLEn VERTICAL RISERS AND ELBOWS PROVIDED BY MANUFACTURER AND INSTALLED BY FIELD CONTRACTOR. ALL MATERIALS AND INSTALLATION BELOW FLOOR AREA BY FIELD CONTRACTOR 2 HVAC SYSTEMS SHALL BE INSTRLLED IN ACCORDANCE WITH THE DESIGN OF LeS.U6 AIR SYSTEMS, OF LAKELAM, FLORIDA. HEAT LOSS CALCULATIONS PROVIDED WITH DESIGN. 2009 IRC - EQUIPMENT S= PER RCCA MRNURL S' BR5ED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACOA MANUAL "J' OR OTHER APPROVED HEATING AHD COCLING CALCULATION METHODS. NY - EQUIPMENT St® PER RCCA MANUAL 'J'. 3. MATERIAL SPECIFICATIONS: R -RIGID NONMETALLIC DUCTMATERIALS PRE CLASS 1, UL LISTED, WITH FITTINGS AND CONNECTORS TO -BE USED WITH SUCH MATERIALS. FLEXICtE AIR WCTS AND FLEXIBLE RIR CONNECTORS SHRLL BE TESTED IN ACCORDANCE WITH UL 181. B- RIR OUCT CLOSURE METHODS SHALL CONFORM TB UL ISIS OR OTHER CLOSURE SYSTEMS. C- PLENUMS, MD(MS, REGISTER BOXES PND OTHER JUNCTION FITTINGS ARE CONSTRUCTED OF FOIL COVERED FIBER CLASS BOARD, LL LISTED, CLRS5 1 DUCT. D- METAL. COMPONENTS, REGISTER BOOTS, START COLLARS, ETC. EXCLUDING GRILLES ARE R MIN. 0030 INCHES THICK GALVANIZED STEEL OR R MM - 0.013 RLUMINUM. E- TIE STRAPS PLASTIC OR NYLON SHALL BE R MIN 175 TENSION STRENGTH, TYPE ONE, CLASS TWO. F- MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC RIR DUCTS SHALL COMPLY WITH UL 1818 AND SHALL BE .MARKED 181B -C. 4. ALL JOINTS IN THE DUCT SYSTEM SHALL BE .MADE AIR TIGHT. S. HORIZONTAL TRUNK LAE SHALL BE SUPPORTED AT EACH JOINT OR 48' MRX 8, REGISTERS, GRILLES AND DIFFUSERS SHALL BE U45TRLLED PER MPNUFRCTURER'S INSTRUCTIONS AND SHALL HAVE VOLUME ADJUSTMENT. 7. METAL OUCT5 AND PLENUMS PR55ING THROUGH OR LOCATED WITHIN COMBUSTIBLE CONSTRUCTION SHALL BE SEPARATED BY R CLE:RRRNCE OF AT LEAST 1/2" OR BY NON-COMBUSTIBLE MATERIAL AT LEAST 1/4' THICK 8. GAS FIRED FURNACES SHALL COMPLY WITH ANSI 721.47. 9, OIL IR FED FURNACES SMALL COMPLY WITH UL 727. AM SCHEDULES, SEE BHT 3b. 10. FOR GENERAL NOTES A 1L SEE SIT 3e FOR HVRC AND ENERGY CRITERIA I2 R LEVEL 30"x 30" WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF THE MECHANICFL EOUIPMENT. 13. CATEGORY N CONDENSING APPLIANCES ARE RECUIRED TO BE EOUIPPED WITH AN AUXILIARY DRAW PRN UNLESS THE APPLIANCE WILL SHUT DOWN IN THE EVENT OF STOPPAGE IN THE CONDENSATE DRAINAGE SYSTEM 14. RIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. RIR SHALL NOT BE EXHAUSTED INTO RN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 126' UK 31 -SEC '[ID G -USF TYPICAL WRLL STOCK SCALE: 1 1/2"=1'-0" WALL RIR RETURN REGISTERS 1 s 10' FROM CEILING MRSTER SERIES FLEXIBLE INSULATED DUCT c� sTRRTCHr Boor ALL TWO STORY MODELS SECURED WITH TIE -STRAP .30 GA GFLV. Nc�%i`!etl JPt�0�/ 4+ TYPICAL HVRC DUCT SYSTEM MUNCY HOMES, INC. 1 +'�m 1567 PR ROUTE. 442 DETAIL T -C t "'�` "` MUNCY, PR 17756 SCALE: 1 1/2"=1'-0" DRN BY I DATE I SCALE REV. HT. NO. DRTR10BAS�10c E NAME JRK 1 4-1-97 1 SHOWN 10-15-2010 10. S A Y • .I G'_19" (� _t, 2p�_ 6, - - -7 k ,`Z K I 4-o cl t� ' ` 1 . � 4 r rZAi I , APPROVED AS NOTED COMPLY WIT H ALL CODES OF NEW YORK STATE & TOWN CODES DO NOT PROCEEDJIIIRH FRAMING ONTILSURM DATE �z'I� I B P # 5 AS REQUIRED AND CONDITIONS OF OF FOUNDATION LOCATION 0�3 l l - ao , FEE BY�- ./ SOMOLD TOWN ZBA HAS BEEN APPROVED. S A Y • .I G'_19" (� _t, 2p�_ 6, - - -7 k ,`Z K I 4-o cl t� ' ` 1 . � 4 r rZAi I Aw 7.i -- J V44 tr 7 -1- a n f I W ' ( � il�r , >f r f.• +1��1 / / i ,J � - + ' '� `,� , � W � I , t � A,} r�� III ��� - r R''� f� ^ � \ t � � V � '�C ♦/ ' � _ 2 _ ... _...... ..... .. _. _.._ . "r tj Alk 147 L �L � � f fJ1�t � � G� ,fir- � � �j �t -! --eE.. � -J •�'`' � ,—� r„ s r .� � {.•r -� I cz tL_- 71t-_ ' 7 PR AV 7--6'AAXf IZ7-1 int- i a C..J 1./_J�r Y / ! 4 �•32 /7 _+ 9 7 ' r 4m(-, I/ b:-,) APPROVED AS NOTED COMPLY WIT H ALL CODES OF NEW YORK STATE & TOWN CODES DO NOT PROCEEDJIIIRH FRAMING ONTILSURM DATE �z'I� I B P # 5 AS REQUIRED AND CONDITIONS OF OF FOUNDATION LOCATION 0�3 l l - ao , FEE BY�- ./ SOMOLD TOWN ZBA HAS BEEN APPROVED. } NOTIFY BUILDING DEPARTMENT AT S 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS S �u v"`r�S 1 1 FOUNDATION - TWO REQUIRED N - FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING OCCUPANCY OR i 3 INSULATION N 4 FINAL -CONSTRUCTION MUST VU r PLUMBING USE IS UNLAWM `, BE COMPLETE FOR C ALL CONSTRUCTION SHALL MEET THE MBING WASTE ALL PLUWR & WATER LINES NEED •Ot ,.�. OC'R(�A- TESTING BEFORE COVERING W�T H v G L+ , ' REQUIREMENTS OF THE CODES OF NEW RESPONSIBLE FOR �� OCCUPANCY OCCUPANCY --rt YORK STATE NOT DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION ON LEAD CONTENTBEFORE { 3 CERTIFICATE OFOCCUPANCY SOLDER USED IN WATER RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 - SUP,�L?'SliSTEM��Ot OF THE TOWN CODE. EXCEED 21f0 OF 1% LEAD. " , , r i E L E_ CT R I C A L [l - i , r + Aw 7.i -- J V44 tr 7 -1- a n f I W ' ( � il�r , >f r f.• +1��1 / / i ,J � - + ' '� `,� , � W � I , t � A,} r�� III ��� - r R''� f� ^ � \ t � � V � '�C ♦/ ' � _ 2 _ ... _...... ..... .. _. _.._ . 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J...wa -. ._ �.r li; l^'S.,....j..t� ... �I...._�1�ul, ..il, v31e .-i..ra`Y.. wt ¢..i..,_rn .nJ. _...a»`'.�. �Yl.IQ+ly....1...lucaY•i+..:G+.,....t c,i d.Y. tSii4 .sao5..�..�.♦�.a 4.,�[ It�i.i`K�+'-•-�:..>,.. i .1,�:.r.r.S+e Y� �wr r, .^ '^�,pc��♦ .iY6Lo'„fk ..:er.�.wOa+1i.. �riFt .YS.�.w.�St�.;..ly � �vt,r.:`^71z �,.� }...;1 `x ...�cr .:.,...i..i.aa a4.s+...i.^f..1.[3ial.+wel.s.wis a....L.rr+a�ai.�e,Lri.ka..v.G1�3t �y1�w�..ns .�rae�^�Lr«�r�. ryR.. �•�t`.` k �,•� ASPHALT SULNGLES , IS# BUILDING PAPER ;" CDX PLYWOOD — -� 2"xS" rd 16" o o SP1iPSOti II-' 2"z6" O-16" a c VENTING BEADED VL'V'YL r 2-2%8" n/1R" ACQ P, Y,%VOOD" CASFD , r SIMPSON BC4 POST CAP , + �+ r►��rv�i CASED v , Y r -��G•�'" 'r (ZJ - 2",s",(q' 16"a c ACQ 6,0,90,pyd 2"XS" ACQ 11 J M nlmLm • Post ti 2-2"IA•—""'""SI'►� t�'I by + !; t �(� e� memCer y4 Rebar w;lh a • e t ACQ SOY BC4 POST BAST Derpntr j i { to ck�ess minimum len th ' of 2x embedment • ; " 4za A len�lh 12 . . � r , GQ rosx � ,` +� � � c ��� PrISQ'Vi!,'1e-trl3e� ,1 '' , • 1 SIMPSON AIJUda POST BASE `, r f "' Ourlcr ms/ remu'rel i, � ', ,t'.i,-� '' • � , �, • 4'sre ° � — � �j # /.,i � �' ��' J"4 � L' Y� �� .51•"-- •+ � its 'a1. r CONC, F7LLIrD SOtiATUB • 0e r• d J r Vertical HDU Installation $ . r - 2 ofconcrete , �� 1,/ 10 Y Typical STH014 End Installation L L (_ PORCH DETAIL , 1 i l •. a G The Architect will not have control or charee of and will not be responsible for construction means, t b methods, techniques sequences and programs to connection with the wort. C7 i ` I • The contractor shall five all notices and comply with all t'i;vs, ordinances, rules, regulations and lawful �a M orders of any public authority bearing on the performance of the work and shall promptly notify the Architect if the drawings and specifications are at vanance therewith prior to construction j 2K • Owner and contractor shall indemnify and hold harmless the Architect and there agents and employees from all claims, damages, losses and expenses including but not limited to attorney fees ansing out of or j ' resulting from the performance of the wort provided that any such claim, damage, loss or expense (t) is FOUNDATIONS attributable to bodily injury, sickness dixasc, or death or to injury to or destruction of tangible property (other than the work itself) including the toss of use resulting therefrom and (2) is caused in whole or in part by any negligent act or omission of the contractor any subcontractor, ani one directly or indirectly • K ( �F Foundations shall comply with New York State Residential Building Code Section 8403 employed by any of them or indirectly employed by any of them or anyone for whose acts any of them 2--D-- --- may be unable, regardless whether or not it is caused in part by a party indemnified hereunder r ✓�'_ «r - _ ` • Foundation walls skill lialc I - #4 rebar at the top of laic wall and at the bottom • All codes and regulations of NN S Building Code shall govern over all constriction and tnstallition �►/ ��` - f othe footing , All concrete to be a rrun psi at 28 days All footings to bear on virgin sod with a minimum sort • All footings shall rest on undisturbed soil and Shatl bebelow die frost line of 36" S capacity beann ca acit of 2 tons Step footings shall not have a slope exceeding 1 unit to 10 units horizontal (10"/o slope) engaged P "Y capacity g 7 • Minimum compressive slier • Aretu tet is not en a ed for su envision in a ca ac,t and it shill be the ate nen, or !u5 a��ents ;✓ p of of shall be 3,000psi for basement „'ills and 3,500psi for responsibility to vcnfy all dimensions prior to construction 8�ge floor slabs r I - •,r �� _ • Concrete shall be air entrained ,if exposed to the weather (include garage slab) ` • Soil bearing capacity calcukited for this design is 2,00Dpsf and is for SW, SP, SM, SC, GM, GC ' soils if other types of soil are encountered a soil test shall be performed . Y - %�-��V� • Footin€s shall be 8',\16" or as noted on plans • Walls slkall be the following thickness for these heights 8fl '%N211= 8' thickness for GW, GP, SW, h'O'1`F.' tl SP soils', 8ft Hall = 10" thickness for GMi, GC, SM, ML soils 9ft wall = 10" thickness for GW, SiM FACTORY DRAWINGS FOR WINDSTORM GP, SW, SP, GMM, GC, SM, NII. soils CONI NECTIONS, DETAILS AND REQUIREMENTS. r • Concrete piers shall be the wall thickness by 2 times the wall thickness spliced max 14'-8" apart ~M1 B-ickfill sha111 not be placed agalnst the wall till die wall has sufficient strength and has been \ I anchored to the floor above , • Wall damp proofing shall a bituminous coating, 3 pounds per square yard of acr) lic modiCed + cement 1/8" thick Where basement is to enclose habitable or usable space in lugh water table or + other soil water condition ft shall comply with R406 2 of die build in code ., t �' ° MODULAR HOUSE DETAILS • Ventilation for a basement or craN%1 space still] be 1 sf for each 150sf of floor arca. One such , , ventilation opening shall b, within three feet of each Cerner of the building and as per R408 2 of � }r -� STEPIIFN ROSSETTI - ARCHITECT -DICthe builders• code 28 TURTLE COVE DRi T • I _' r SOUTIIAMPTON, N. I. 2