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HomeMy WebLinkAbout40260-Z ��o�gUFF j'�CpG� Town of Southold 6/26/2017 P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39030 Date: 6/26/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 200 Blossom Ln, Southold SCTM#: 473889 Sec/Block/Lot: 69.-3-10.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2015 pursuant to which Building Permit No. 40260 dated 11/12/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED PORCH, REAR WOOD STOOP, ATTACHED TWO-CAR GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Georgiadis,George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0049 03-27-2017 ELECTRICAL CERTIFICATE NO. 40260 05-02-2017 PLUMBERS CERTIFICATION DATED 02-25-2017 D vid H. R y Jr r thjSignature gUFFat,�- TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#: • 40260 Date: 11/12/2015 Permission is hereby granted to: Georgiadis, George 48-58 188th St Fresh Meadows, NY 11365 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 200 Blossom Ln, Southold SCTM # 473889 Sec/Block/Lot# 69.-3-10.4 Pursuant to application dated 10/29/2015 and approved by the Building Inspector. To expire on 5/13/2017. Fees: SINGLE FAMILY DWELLING-ADDITIO TERATION $2,008.80 CO -NEW D ING $50.00 T tal: $2,058.80 ing Inspe --� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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. C�015 2—Ce 20 New Construction: V/ Old or Pre-existing Building: (check one) Location of Property: oZD Q �DSSaYY1 LjAn&:9=— House No. Street Hamlet Owner or Owners of Property: -Qc>f Gon AA- Suffolk S County Tax Map No 1000, Section qBlock 3 Lot . Subdivision 6 Q.t4(��, I U-4-A POMW Filed Map. Lot: .3 Permit No. Date of Permit. Applicant: Q�' y lC f4A-,A Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ cant Si atureli ®F so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 ®0 COnUnNTl,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Georgiadis Address: 200 Blossom Lane City: Southold St: New York Zip: 11971 Building Permit#: 40260 Section: 69 Block: 3 Lot: 10.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric 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 Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200 Heat Duplec Recpt 2 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect R200 Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 10-ARC Fault Circiut Breakers Notes: "MODULAR HOUSE" Inspector Signature: Date: May 2, 2017 0-Cert Electrical Compliance Form.xls so Town Hall Annex Telephone(631)765-1802 54375 Main.Road Fax(63I)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL D A OERTIFIOATION Date: Building Permit No. IVO C2 19 Owner: 61e i lease print) i Plumber: 06u� -'�\-K Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. r 1 , umbers Signature) Sworn to before me this i day of 20 D D Notary Public, Ldunty MAY 2 2017 i CHRISTINE LAWRENCE BUn DING DM- i Notary Public,State of NeWYork TOWN OF SOUMOLD I(I No,01LA6301084 ' f Qualified in Suffolk County Commission Expires April 14,20 i '&,OF SOpj�, cOUNi'l,�`� TOWN OF SOUTHOLD BUILDING,DEPT: 765-1802 INSPECTION - , [ ] FOUN ON IST [ ] ROUGH PLUMBING [ ] F NDATIO ] INSULATION [ FRAM /STRAPPING [ ] FINAL [ Pr FIR PLACE A CHIM [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONP kba-l—"e- DATE,_'g/e /4�z ] CAULKING REMARKS: s(ft INSPECTOR `> Ii OF SOUT,yo`o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ _ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l® (° INSPECTOR SOUIyOIo N O i UMV N� TOWN OF SOUTHOLD BUILDING DEPT. 765-e1602 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: Reviumbl,li' o v,DATE J �J[ INSPECTOR r SOUIyo o�'Y�OUNi'I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ ' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:D VVI. IDV- 41 oyk% 4, 64, I SC �[wrx✓ vl� �' ��+�cq,/d- 11 �p $4-v,(wx SkvivLb I &vlrA DATE ` INSPECTOR OE SOUlyolo -l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR�' SO�lyolo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL Re,.. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: I �la�sl ��✓ 404-1p6mle� pvofv u pS miz C - f - .y DATE INSPECTOR Deerkoski, Arm & Kehl, Assoc LLC. PO. Box 1675 Southold, NY. 11971 � � December 21,2015 DEC 2 8 2015 LI BLDG DEPT Reference: Georgiados Residence Town Of SOUFHolD 200 Blossom Lane Southold,NY 11971 BP: Z40260 SCTM#69-3-10.4 To: Town of Southold Building Department The inspection for the removal and filling of the snap tie holes on the foundation has been completed at the above address and found to be in compliant with the New York State Building Code. Since ly )f N E W Q 1• DEFp Ld James Deerkoski E S -_t Deerkoski, Arm & Kehl, Assoc LLC. PO. Box 1675IL Southold, NY. 119711 !! j , DEC 28 2015 December 21, 2015 "FPT I T01'VM i t Sr)11rHnL0 Reference: Georgiados Residence 200 Blossom Lane Southold,NY 11971 BP: Z40260 SCTM#69-3-10.4 To: Town of Southold Building Department The Damp Proofmg Inspection has been completed at the above address and found to be in compliant with the New York State Building Code. Since ely �,OF NEPi, LU �P N ZLP 0 James Deerkoski PE. oAR o SSIO ri r 1 O� • • " I • 1 {. • r • r �'..LI, ' iP,�, ' 7 1' I/ ,d Vii: �'j- 1�,r_:./",. ._. �si'.i��j � • INOL I O { • STATE BNEROY sr , e MR n1m, r%1�'ZIS[!��[l�i.�aY I.: �� . ' ��► ul'�!��ci � �7.�i�� ' '• / A W,�. . �JrNIMMMOM � �;_ is ., .I►T`' • 0 Pon 2M MAMMU )MM. �r �. �� ►w�a L . ,rl ' • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL *'hoard of Health SOUTHOLD,NY 11971 ✓4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 1 7 ''Survey SoutholdTown.NorthFork.net PERMIT NO. r / /Check Septic Form N.Y.S.D.E.C. Trustees ;llpplication Flood Permit Examined r' ,20 �II C� f mg e eparate 1 I 1I ✓Storm-Water Assessment Form OCT 2 9 2015 Contact: Approved '20 RLM DEPT Disapproved a/c iOVN 01 SOIJUKt- Phone: 02 7 7 010 Expiration 120 / �emin� 1 yr +6 brinc, _J -i rM's �Orm Building Inspector APPLICATION FOR BUILDING PERMIT j Date W t- a LP , 20J-:!�7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing co e, d to admit authorized inspectors on premises and in building for necessary inspections. I e of appl can or na acorporation) (Mailing address of applicant) State whether applicant is owner, lessee, gen architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �of2.- a-eaa� , CL dkc`s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section c1 Block 3 Lot (� . O • y 1 Subdivision &Vafle& plum 4i'1Y1,1 , Filed Map No. Lot 3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyyck� y. b. Intended use and occupancy 5 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work "/-� (Description) 4. Estimated Cost 3 a c), 0 0 0 v (� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A �}- 7. Dimensions of ei tistructures, if any: Front Rear Depth Height Number of Stories Dimensions of S�� `` structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front &� Rear v Depth J t Height oo Number of Stories 9. Size of lot: Front / g Rear cQ Depth 10. Date of Purchase � Name of Former Owner 01 /1 hh+ l 1 C ~ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ 13. Will lot be re-graded?YES ✓NO Will excess fill be removed from remises?YES NO Si 14.Names of Owner of 2remises `el S —Address 'F-(-G YblkAe itllS P-b-one No. q'/7-- f31 Name of Architect c�A 0 !;!SV NS Address hone Noel— 2-CR Name of Contractor 'FU\E V\,kp T Address o2�S 1���SSe1MM Phone No. (p� Fs 1-Z '7 ^JA 16 (.Aiv2 Sr�u�-t.�.8-�a 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__�Z * 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 6qu f �1C� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the � tm (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 beforeme thi ` p day of 201 s UZER . NotaryTublic No. 1VA6 177 r ignature o Applicant Qualified in Su olk County Commission Expires April 28,2016 Scott A. Russell `��d� �� STORIWWAT]EIR, SUPERVISOR 0 —� MIANAG]E I]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p F 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT'WORK SHEET QU Q 1 201 ( TO BE COMPLETED BY THE APPLICANT) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLE �A. Clearing, grubbing, grading or stripping of land which affects more han 5,000 square feet of ground surface. ❑ Excavation or filling involving more than 200 cubic yards of material' � !within any parcel or any cpntiguous area. ElE L. Site preparation on slopes which exceed 10 feet vertical rise to 0 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal jerosion hazard area. ( E] Site preparation within the one-hundred-year floodplain as depicted on FIRM--M-ap- of any-watercou-rse-.- F91J Installation of new or resurfaced impervious surfaces of 1,000 square ; : feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T-M. "_ ]000 Date Dutnct NAME: l� l� 64 29- 2n 5 (M., Section Block Lot p -..`. 1'OR Fit iLDING DEPA}."1'MENT 11'Sr ONLY Contact Information. / Reviewed By: A Date- /Q Property Address / Location of Construction Work: — — — — — — — — Daa — — — — — — — — Approved for processing Building Permit Dnc) 'No��C)cn �N Stormwater Management Control Plan Not Required. S�i7��hle�1- Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM ? SMCP- TOS MAY 2014 APPLICANT S.C. 1000 (Property Owner.Design Professional,Agent,Contractor,Otherl - — Faz'� /rSuCHAPTER 236 (dam' l� Stormurater Management Control Plan CHECK LIST N IECSection Block Lot rn S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 3 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing al -ZI-IS 1 b��� all Information that has been Required by the following Checklist! , I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following Items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-17(C)(2). UU NAGE d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �4ntaCt T RED e. Limits of Clearing & Area of Proposed Land Disturbance. iBackfil - 0 before f Existing & Proposed Contours of the Site (Minimum 2'intervals) that er s Certification g Location of all existing & proposed structures, roads, e-n installed to C ode driveways, sidewalks, drainage improvements & utilities. h Spot Grades &, Finish Floor Elevations for all existing & pi oposed structures. I. Location of proposed Swimming Pool and discharge ring. I. Location of proposed Soil Stockpile Area(s). 0 k Location of proposed Construction Entrance/Staging Area(s), I Location of proposed concrete washout area(s), m Location of all proposed erosion&sediment control measures. qF-plMENT CONT 2 Stormwater Management Control Plan must include Calculations showing i t be limited to: that the Stormwater impiovements are sized to capture,store,and infiltrate i struji ion Entrances on-rite the run-off from all impervious surfaces generated by a two(21 inch stabillzatio(f rainfall/storm event. In3CtIVe SOItS. 3 Detaila&Sectional Drawings for Stormwater practices are required for approval. e Hing Of expesed nindjor ltems requiring details shall include but not be limited.to: a Erosion & Sedu-nent Controls. b Construct ton Entrance & Site Access, c Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e.g. infiltration basins,swales,etc.) •t iii ! Yt,l'�[.l*l;►i;r ul.P,�l�1'.- tisE ONLY � k` Additional Information is Required. Reviewed & I AppiovedBy1 Stormwater Management Control Plan is Not Complete. - - — — — — — — — — — — — — — — — — — — — - - - ---Stormwater-Management Control-Plan-is Complete. - - Date- 9�G I SMCP has been approved by the Engineering Department. FORM " SWCP Check List -TOS MAY 2014 azip C) APPLICANT: S.CT.M.# 1000 CHAPTER 236 �� © (Property Owner,Design Professional,Agent,Contractor,Other) p,,,,tt bQ$U�k & � STORMWATER FINAL NAME &_bey Section Block Lot CIOZ !�3 ZS ZptO Date 23 sol INSPECTION REPORT FORM Slg.ture Telephone Numhcr COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls O0� b. Limits of Clearing & Area of Proposed Land Disturbance. 00� c. Condition of Stockpiled Soils. 000 d. Verification of Size & Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. 0�0 t f. Driveway Installation within the Town ROW-Highway Specifications 0 0 g. Final Site Grading- Effect on Adjacent Property 000 h. Inspection of Gutter & Leader System -Drainage Piping 000 i. Instalation of proposed Swimming Pool and discharge ring. 000 i. Inspection of Construction Entrance/Staging Area(s). 000 DING DEff. k. Location of proposed concrete washout area(s). TOMN()FSOUTHOL A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations >k OPTION : 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION :3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION$: 1. OPTION#.2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement & Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification & As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: N e **** FOR ENGINEERIN D PARTME N Y**** Additional Work is Required for Approval. Reviewed& ❑ SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date• Z3 67 Inspection# Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 f1J1,��oG Town Hall Annex may. y Telephone(631-1802 54375 Main Road P. O. Box 1179 Fax(631)734-9502 Southold, NY 11971-0959 ti = oy • �� BUILDING DEPARTMENT C � NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: l Location of Property: 120 &-S am Please tak otice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or{performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) . t Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Sea-o- el- Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1.. 4 112" STROKE — - -- --- --------- -DESIGNA'T`ION-FOR-ST`RUCTU-RAL— - - - -- -- — -- ----- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDE TIRCATION SIGN C011/�'I_I,��hlCE WITH 19 f�l1CCRR PART 126541 NXTOSCALE CODES DIVISION EXAMDL.E TRUSS IDENTIFICATION SIGN DATE:03/0812005 NEW YORK STATE DEPARTMENT OF STATE 5 ,y' DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION (6EPkRT1iENT�.af,'�TitfB- Apr 141610:38a Anything Electric Inc 631-589-1334 p.1 VLuf4'VT '1'' 1/ L Tamil 14011 Antlex � Z'clePhnt�e{G;i117ix5-]AtaL 54575 Main RW �, � x(G31)7f,.r,��Sp9 uld, 13ua 1179 Q roger-Hr. ert��OVsm.Soul�tord nY us $nntl,uld,NY 1 Ff71-0'J5J � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:- , =?' � ��� . Date: � ✓� � f 6 Company Mame: -n Name: License No.: � Address: Phone No,. J / or JOBSITE fNFORMATION: (*Indicates required information) *Name: 6 X-d j S *Address: s� C- *Cross Street: *Prone No.: Permit No.; Tax Map District: im Section:_ Lf— 8io�: F_ot: /0. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 2-00 (Please Circle All That Apply) *Is job ready for inspection: YES J� Rough' In 'Do you need a Temp Cert+fiicate: YES Na Temp Information Elf needed] 'Service Size: 1 Phase 3Phase 100 150 200 , 300 350 400 Other *New Service: Re-connect ndergraun Number of Meters t Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION p o 8 -Requestlorinspecoon Form a i � r�/� .:�' G�/•`,(" 3crv� i� '�'. C 4�C-/C �'3 t~ �i�Gj^~. /.�.3 � i esouryo BUILDING DEPARTMENT T''OWN ®F" SOUTHOLD Town Nall Annex i 54375 Main Road Pb.Box 1"179 Sduthotd;NY 11971-0959" Telephone(631)765=1802 Fax(631)765-9502 1 Date t o ''I L-e :,20�= Number of.Meters - Tmporary Certificate Size_ Phase Overhead ❑ Underground 1 New Service fl Change of S.erVice ,0 Recorinect.Existing Service C] C 4,tjOCc� Ulsti�7 Location 5 Issued to installed by_ "L fleference 6 5,1 Application for electrical service equipment-is omfile"with the Towri.of Southold,On applicant's notification that4his in"stal[ation :a premises inspection;of the service equipment. is complete,the town will conduct This Genf a 6 "is vai' h abope date, Authorized"by �I oabn Pontino, Susan From: A 1 <fzizila@msn.com> Sent: Monday, June 26, 2017 9:25 AM To: Pontino, Susan Subject: 200 blossom lane Proof of seeding for CO Kv o .0 J �-' JUN 2 6 2011 gMDING DEPT. TOWS OF SOUTI'OLD i ltocpV �iiiia�i�l�!!!#li 1181lIlIll�!!!�!���1(IP�l�l�r' lIIIl�!!!!�l�I 1111�f11,��IIIII�.1111�!!�I'! i� f `C��>L---3 Ta � x 4 V JUN 262017 BUILDING DEPT. TOWN OF SOUTHOLD z N oac� b RE V R JUN 2 6 2017 3 BUILDING DEFT. TOWN OF SOUTHOLD i r 11I�Ifllll�ll� ��I�, f off If 11��1�t��Ilf IAI '� ~ � )moi a, �� •i, J Sent from my Whone D u JUN 2 6 2017 BUR,DING DEPT. TOWN OF SOUTHOLD 4 r I[ 4 1 ` r may_ t P h'. 0 p� u 4&r . S.C.T.M. N0. DISTRICT: 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.4 DRAINAGE INSPECTIONS ARE REQUIRED JASAI'Xo I-AIV Contact TOS Engineering at 765-1560 before E APPROVAL OF STORM WATER MANAGEMENT0q, Backfill,OR Provide Engineer's Certification CONTROL PLAN _ o that the drainage has been installed to Code. T 2 Date: l 1- Code �$ r ��-59 21 Approved by: a EROSION&SEDIMENT CONTROLS / Shall include but not be limited to: N �, A well maintained Construction Entrane:-- / Wire Backed Silt Fencing,stabilization& �± Seeding of exposed and/or inactive soi& �°oo, I 10' WIDEWATER UNE VACANT 150' c EASEMENT AS SHOWN ON VACANT 150' O!j FILED MAP. LOT 2 v.� (9 _^ ti ,s 7�1�20 E � CONCRETE WASH OUT AREA' O n x EL 3.0 ; IN BED OF PROPOSED DRIVEWAY. ! EL 23• ;•UNOER�GROU D �+ PROPOSED CONSTRUCTION ENTRANCEI O SILT FEN U IT No & STAGING AREA. C �' o RROP ED SOIL rllP� M �O _^ GUTTER DRAIN WV J Sr0 PILE AREA pR PRO DRY / 6p DRY ^7 \ PROPOSEWELL ELL QROQpS 8'DIAX6'DEEP \ I� _ WDIAX6'DEEP $�K � O TC BE GARB EL(23.0) c 5 2. O 0 s� •,1;;, '��' `. � •` p UNDER GROUND EL(23T0 c#�ti�; ?• Ci,V VACANT 150' EL 22.8 4. IN w LU ?•: ;',:•,.'''.'':..;:,:,•i,is $,. Fq i EL 2 0w a-MINEEC. L.P. METER W 50' 1 :r', ',: :,:,:', :• •' �d 145 0 / �� ,•• � , ,:: L.P. 'MINAN 3 N / F2 kn;'rJ��;' ;';: EL 2.0) E��OMiq, •ti C+ O..,,;..:•.s•. PROPOSED 1$ WIDE 1 LOT 3 F ••;,'::•,:.�yg . 1 o m 5-6 BEDROOM NON E N(fjV_ ► 5' c SANITARY SYSTEM TO REMA/N SNA o/V @U �f o:,;, ',' �o ; •� _ _ �.._• ~ �2je'D GAL L.P. NATURAL STAT / E / 1 I W 11 ol 1 EL 21.3 W LOT 4 / E (22.0) �WELU _ 1_ STK. _ -- EL-22.4 IRON PIN BLDG. ENVELOPE — V DWELLING / 1 W/PUBLIC WATER %� °1 1 150° -� 51I.T f6g Ice �V$r W EL 22.3 / l�STacc&� FR IO?-To MY ^`7�"1g 1 � L 21.5 TYPICAL SILT / SCREEN SECTION vacANr 150' - GEOTEXTRE FABRIC .00, WOOD OOR�!ti TOW E 19.5 / ELEV. 22,0 FLOW DIRECTION NOF SOUTHOLD OL BROWN O oAM 0 8' EXCAVATED AND D�£CO BACKFRIED TRENCH - PMENT RIGHTS �� OUSTING GROUND TYPICAL DRYWELL CROSS SECTION _ (CONC. PRECAST COMPONENTS) BROWN a•sue FOR NON-TTwss BEARING liT1=i i� �1 1= I i, a 0I r lliTt�Ti l I I Ti"'T a'sAe FOR TRAFFIC BEARING HEAVY MEDIUM ouTr SP TO DI -�•' - APPROVED INLET PIPE CAST IRON FRAME AND APPROVED WRIT PIPE !•NlNlww MIN,1.0. COKR TO GRADE TO EMXP COARSE SAND PITCHED T/a%,, - TittsrzD T/a%T' W/GRAVEL 13 9' ® � =C30 DRAINAGE CALCULATIONS: O ❑ 00 A) DWELLING W/COVERED PORCH=2623 SOFT. NO WATER 2,623 x 0.166=435.41 < 436cf REQUIRED _ 17' (2) 8'DIA x 6' DEEP DRYWELL=506cf PROVIDED 06-8-15 B) DRIVEWAY=2913 SOFT. K. WOYCHUK LS 2913 x 0.166=483.55< 484cf (2) 8'DIA x 6' DEEP ORYWELL= 506cf PROVIDED - 3' MIN, i S' COLLAR THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 10-15-15 CL COLLAR FILL ND AND GRAVELMATERIAL TO 9E LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 07-27-15 AND OR DATA OBTAINED FROM OTHERS, AREA: 32,808.37 SQ.FT. or 0.75 ACRES ELEVATION DATUM: _N_AVD88 ___________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A 140LATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING !THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY• GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 3, CERTIFIED TO: GEORGE GEORGIADIS; MAP OF: FLOWER HILL BUILDING CORP. CLUSTERED CONSERVATION SUBDIVISION OF BEACH PLUM HOMES FILED: NOVEMBER` 1, 2006 No. 1 14.58_ SITUATED AT: SOUTHOLD rowN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # Tom,-68 SCALE: 1 °=30' DATE: JUNE 8, 2015 PHONE(831)298-1588 FAX (631) 298-1588 N,-YS. NO. 050882 maintaining the records of Robert J. Hennessy k Ke 'al M. Woychuk S.C,T,M, N0. DISTRICT: 1000 SECTION: 69 BLOCK:-3 LOT(S): 10.4 ECf>.�IIGx—I J�� ISE LA1VLOFFICE L 2 2011)E �Hl,EA�LTH SERVICESz5 9 11W AST VATS M • V / N W N N 10' WIDEWATER LINE VACANT 150' I EASEMENT AS SHOWN ON VACANT 150'I O FILED MAP. LOT 2 ® _� :.� ZI v1 EL 20 ::"x, ej r/1 WI / r. STK �. � . % 31 Q �:•: ..,, , �... . p J J_ _ EL 23. 7Q�r --DME R ROU D w I p x', :r.:..;:r I$ o y 50' o M. PROPOSED IRON GUTTER DRAIN / 5-6 BEDROOM %� •1' '• EL 22.5. O DRY / O 7�,SNODARY SYSTEM M) •,'�'J'ROPOgEO QR t: a ELL / (2) IMI DEEP L.P. •• ' :,\ • ,. &EWAY,•. O / K O l I TO B6 GARB oEL(23.0) gid' h4j 22,0 .M. 0 UNIDTR GROUND-" VACANT 150' EL 22.8 aft w � EL(23.0) ..:�58.;?'o. :.�7�::•.«i:. BM�N �. �.' EL/ Q ••.:''i'r•i.` L.P. V4�• EIEC. J "'•' •' �y METER o. NA p 'P P O / ::•a? ° s p 3/ N J :.,$.:;;mss s':.:.:.....•.:.'... Z °'i.,::'.':•, :"::,•'•:��e:' EL(22.0 Io 20LOT 3NON �5,WIDEd -DISTTO � TNUVNCEREMgINIB _ 1 ITS NATURA�RSTgT ,•�e. ' 1 I E. I I W EL(22'0� ?D , EL 21.3 LOT 4 STK. 2 IBLDG. ELOPE 1 DWELLING IRON PIN / W/PUBLIC WATER 1501 -10— EL 50' -eEL 22.3 1 �� z0 jY 1 e! 1 L 21.5 1 VACANT 150' / •~ - X25.000 �� � TOWN OF SOU7HOL0 D EL 19.5 / ELe OWN 0.8'0 �ELOP/yENT OL RjGHTS DY LOAM — r �•��+� - - BROWN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MEDIUM SP 70 PERMIT EQR APPROVAL OF CONSTRUCTION FOR A C�pE SlNGLG FAMILY REslOEbiCE ONLYW/GRAVEL 13.9' I • i DATE Id I / H.S. RRF. NO. ��'�-15-60y ApPFOvED' NO WATER I 06-8-15 FOR MAX4914M'(1F BEDROOMS K. WOYCHUK, LS EXPIRES THRM YEARS FROM DATE OF APPROVALL THE WATER SUPPLY, WELLS, DRYWELL S AND CESSPOOL REVISED 07-27-15 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ELEVATION DATUM:-_NAVD88 ------------ -- AREA: 32,808.37 SQ.FT. or 0.75 ACRES - - --- - -- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: GEORGE GEORGIADIS; MAP OF: FLOWER HILL BUILDING CORP. CLUSTERED CONSERVATION SUBDIVISION OF BEACH PLUM HOMES FILED: NOVEMBER 1, 2006 No. 1 1458 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ..,d � P.O. Box 153 Aquebogue, New York 11931 FILE # 15-68 SCALE: 1 rr=30' DATE: JUNE 8, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. L% NO. 050882 maintaining the records of Robert J. Hennessy & Kew M. Noychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.4 HL f ASMINE LAN D€C 2 2 �01� �f --- BLDG DEPT (� R.-51,2 90 . TOWN OF SPM FILMLD 2 C4 N C`'5;0 .S IRON PIN 10' WIDEWATER LINE VACANT 150' EASEMENT AS SHOWN ON VACANT 150' O .'.. FILED MAP. LOT 2 �+1 42 .31 18?O CONCRETE WASH OUT AREA IN BED OF PROPOSED DRIVEWAY, ^ 3I O - �`"' ' "' 9' $•• Z11vDE ROU D PROPOSED CONSTRUCTION ENTRANCE I U31LI7 a & STAGING AREA. SILT FERC o GUTTER DRAIN 40 PIROP ED SOIL 1P , w V. OJ S�0 PILE AREA 05 0 OR WELL ^O \ PROPpSEDIOR/VEWAY DLL i OQ B'DIAX6'DEEP \ 8'DIAX6'DEEP �K O I tiL';;,y;;,,;,' y.„ • ❑ UNDER GROUND i; w lq M. -UDLIiIES' VACANT 150' / / < i z i:i•„ '• ;';JSP, ` C �j a, 'w tL 1Q„ v ' 'M/ ELEC. / Sc` L.P. • METER 50, O _►I :o. 10 �iy o L.P. 31, g / I N 1S _ l �2 :r�r;':a�`r•sy: oti;,';;•;,,!';j:;;.,;: 'MIN EX ,0. O/ O PROPOSEDLOT 3 5-6 BEDROOMWIDE �N4¢ 9. ! MNONSANITARY SYSTEM TO REMARNI�tAT/pN eRjBANCE ''•o. I ~ ( SJ 2)Osbl�Ax8'EEP L.P I ITS NATURA�R ��c°•,.';; •,'•;,`y0: i I--2 / STATE 1 W W LOT 4 / \WEL1,i I STK. _ - CLLG. ENVELOPE _- I = —DWELLING - -- IRON PIN / / ! W/PUBLIC WATER / 150° -1— � 1 • / 1 ! o TYPICAL SILT / ti SCREEN SECTION ' VACANT 150' o GEOTEYTILE FABRIC woPOSTS .000 ELEV. 22 :0 Flow DIRECTION oa w d W X/ OL BROWN 0.8' OF SOU71YDY LOAM TO �ECEXCAATIAND OPMENTeAp C. RI \ EWSTING GROUND TYPICAL ORYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) GHTS j-II I-III-III-III II II- ';+ II III-II-III-1-I�-IL-III -iii-111-LIi,�ii I-III-�i •a I��T-LT(-L[I-Jll-1�- D•sue MR NON-TRAFM ewnM NG RD I, Liinlfi--Ili Im-I�iT�II�t1t !i fIIIR-FTT i� -1 -8•Sue FOR TRAFFIC se q= MEDIUUMM --I • HEAVY DUTY SP TO APPROVED INLET vmE CAST IRON FRAME AND APPROVED OUTLET COARSE P MIN�In ANN.4• COVER TO GRADE TO E�ND4l SAND \ PDcNED i/e/r PaCHED 1/871• W/GRAVEL 13.9' DRAINAGE CALCULATIONS: ❑ ❑ ❑0 A) DWELLING W/COVERED PORCH=2623 SQ.FT. NO WATER 2,623 x 0.166=435.41 < 436cf REQUIRED (2) 8'DIA x 6' DEEP DRYWELL=506cf PROVIDED 06-8-15 — 17' 6) DRIVEWAY=2913 SQ.FT. K. WOYCHUK LS 2913 x 0.166=483.55< 484cf (2) B'DIA x 6' DEEP DRYWELL= 506cf PROVIDED 3' MIN. S' FOUNDATION LOC. 12=15-15 COLLAR BACK FILL MATERIAL TO BE THE WATER SUPPLY, WELLS, DRYWELL'S AND CESSPOOL REVISED 10-15-15 CLEAN SAND AND GRAVEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 07-27-15 AND OR DATA OBTAINED FROM OTHERS. AREA: 32,808.37 SQ.FT. or 0.75 ACRES ELEVATION DATUM: _NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: GEORGE GEORGIADIS; MAP OF: FLOWER HILL BUILDING CORP. CLUSTERED CONSERVATION SUBDIVISION OF BEACH PLUM HOMES FILED NOVEMBER 1, 2006 No.11458 - SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING; PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design + rw P.O. Box 153 Aquebogue, New York 11931 FILE # 15-68 SCALE: 111=30' DATE: JUNE 8, 2015 PHONE (831)298-1588 FAX (631) 298-1588, N.Y,S. LISC. NO." 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: BLOCK: 3 LOT(S): 10.4 JA ® ��(� SNE OV � SMIN �C �AV - 2 2017 D 0,� DING DEPT. . TOF SOUTHOILJ IPA . N a R, L >;°.o0, 0 I s ' IRON PIN 10' WIDEWATER LINE ��n1 v' EASEMENT AS SHOWN ON FILED MAP LOT 2 `�l gj? S 7O1i STK.- 9 0 '� 179.15 SER GROU D n , to •`' 1 =LITIto No r �•' RON PIN Q f � M I WDRYELL 8'DIAX6'DEEP UTTER DRAIN / W.V. Oil" /B'DIAX6'DEEP RCA DRNEWq\ SO � O a P \ �0 pte 3 �bQ tt� 4j� ❑ UNDER GROUND-' 52.5 \ W 11711 ITIS ' \ S W w I DRY:i/ 35' z tw�W o. �9`. (• L.P. 0 105 "P. ELEC. 44' I METER 1 '6 P. C0 40' o o 28' �. 3 24CV / l� LP GAS ooq s. &• �u� NO WIDE NO , ► 44 9' 3 SANITARYEDROOM SSYSTEM NON N�DISTUR " '••.• 1,500 GAL. S.T. / TO RE,yA/ ZAT/pN eANCE : (2) 8'Dwr8'DEEP L.P. 6 0 Iy IN /TS Nq R STATE r do I w LOT 3 a� w LOT 4 �WELij STK. _ by IRON PIN O N77�19,20 pr � / o / all, 225,00• c% ELEV. 22.0 TOWN OF SOUTHOLD DQE OL BROWN DY LOAM 0.8' LOPUENT -._,.._._�..,,-.___-._---•_---_R/BHT •------ WialP�°ti� l AZTMENTOEHEALTH SERVI�Z APPPR0-V. . .,.,r- 1;E�Tf i5�u�v0��f+l®�e t��t� S BROWN �.,#,,•:1P+j -I;,gHi.�l a?"' ������ SP TO MEDIUM W/GRAVEL 13.9' t fly{�'SdJdsi�Jt:di1:.iiL::;:r^ei�:> •;:5`.-i ...:PJid+}�'_'�-(°.P'li`��?^�a�9� .� �._'.`�, [;if lslrs Depa t'PdIent or Giber i 3edZ C2 c!=0 DRAINAGE CALCULATIONS: �d��s4� ar�POFcA3{6�31� i � (� somwa A) DWELLING W/COVERED PORCH=2623 SQ.FT. `1P,6 NO WATER 2,623 x 0.166=435.41 < 436cf REQUIRED r du 671@�f I� (2) B'DIA x 6' DEEP ORYWELL=506cf PROVIDEDr _ _ —15 17' B) DRIVEWAY=2913 SQ.FT. u ®� K. WOYCHUK LS 2913 x 0.166=483.55< 484cf (2) 8'DIA x 6' DEEP DRYWELL= 506cf PROVIDED FINAL SURVEY 02-20-17 FOUNDATION LOC. 12-14-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 10-15-15 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 07-27-15 AND OR DATA OBTAINED FROM OTHERS AREA: 32,808.37 SQ.FT. or 0.75 ACRES ELEVATION DATUM. _NAVD88 -------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF f ENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREM/SES AT THE TIME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: GEORGE GEORGIADIS; MAP OF: FLOWER HILL BUILDING CORP. CLUSTERED CONSERVATION SUBDIVISION OF BEACH PLUM HOMES FILED: NOVEMBER 1, 2006 No.11458 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, Pi LC SUFFOLK COUNTY, NEW YORK 4r Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-68 SCALE: 1 "=30' DATE: JUNE 8, 2015 PHONE (631)298-1588 ' FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy 8e 'Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.4 JASMINE LA NE N 5 00, © c� CN CN / Ilk CN 2° O I oo. IRON PIN 10' WIDEWATER LINE EASEME �+/1� v' FILED MAP AS SHOWN ON LOT 2 `�1 STK: ^� 011 00 �. . 179.1 D ER GROU D N 1p . _. �� -UTILITI o 'o p ti RON PIN p / M W. 12 n� I QD 1 DRY ^WELL 8'DIAX6 DEEP U TER DRAIN — — — / W� O �1V, /8'DIAX6'DEEP RCA DRIVEWAY IDR GP O _ � 0 O TC KS.3 0 UNDER GROUND �O ♦ W M. I1TII ITIE3- 3 52.5' 4. W w "DRY.{ �,� f 35 — z / tiWE�U o:: y0' (• L.P. Q ELEC. 44' / MEiER w P. o. 40' o � o 0 28' 3 O 24' WI .M, LP GAS 15 WIDE 0 ° �'�` 4 Q O 5-6 BEDROOM I 4'9 3 ti SANITARY SYSTEM NON_ NON_ 1,500 GAL. S.T. / TD REMAN'IN 17-S N�F'FE�E \�� 8'Dwx8'DEEP LP. R4L STATE / `3 LOT 3 LOT 4 r \WEL STK. _ YrJ IRON PIN N77719'20 / o 2,25.0p, ELEV. 22.0 TOWN OF SOUTy0L0 DIEL ` OL SANDY RON LOAM 0.8' OPMENT RIGHTS BROWN MEDIUM SP TO COARSE SAND W/GRAVEL 13.9' DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=2623 SQ.FT. NO WATER 2,623 x 0.166=435.41 < 436cf REQUIRED — 17' (2) B'DIA x 6' DEEP DRYWELL=506cf PROVIDED 06-8-15 B) DRIVEWAY=2913 SQ.FF. K. WOYCHUK LS 2913x 0.166=483.55< 484cf (2) 8'DIA x 6' DEEP DRYWELL= 5060 PROVIDED FINAL SURVEY 02-20-17 FOUNDATION LOC. 12-14-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 10-15-15 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REVISED 07-27-15 AND OR DATA OBTAINED FROM OMERS AREA: 32,808.37 SQ.FT. or 0.75 ACRES ELEVA77ON DATUM. NAVD88 ________________ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUE3URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: GEORGE GEORGIADIS; MAP OF: FLOWER HILL BUILDING CORP. CLUSTERED CONSERVATION SUBDIVISION OF BEACH PLUM HOMES FILED: NOVEMBER 1, 2006 No.11458 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r � P.O. Box 153 Aquebogue, New York 11931 FILE # 15-68 SCALE: 1 "=30' DATE: JUNE 8, 2015 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk New York State Insurance Fund a Workers'Compensation&Disability Benefrts Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEWYORK 11747-3129 Phone,(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^"^A" 113573648 TURN-KEY MODULAR HOMES INC 225 BLOSSOM LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER TURN-KEY MODULAR HOMES INC TOWN OF SOUTHOLD 225 BLOSSOM LANE P.O.BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11346626-3 433766 02/20/2013 TO 02/20/2016 2/2/2015 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 02120/2016, 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 02/20/2016,:IN,.SUCH-MANNER AS TO AFFECT THIS CERTIFICATE, j 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 C� DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/twww.nysif.com/oerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:243118045 U-26.3 NYS Permit Submittal'for 120 3sg High-Wind Job #31994 7/22/2015 GJH Builder: Customer: Turn Key Georgladls Name. Name Site Address: Blossom Lane APR treet. - Southold, ny 11971 o�5ta e, Zip. Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact- Darryl Mincemoyer Engineering dmincemoyernapremier-builders.com- NY Approval Number: M 1387-02-070 Expiration Date Dec 15, 2016 NYS High-Wind Submittal Index Index: NY Design Specifications-Attachments- 1 Design Specifications-Attachment-2 (1sty sw& mw opening hdrs) " 11 -3 (2sty sw& mw opening hdrs) -4 (1 sty sw& mw opening hdrs wo/roof loads) Area Site Map NYS "Notice of Approval" letter for system approval NY PE calculations, NY PE calculation summary Fastener Cut Sheets REScheck Compliance Certificate & Checklist NYS 7uss ID Notice" Truss Manuf. Details System Drawings Cover Sheet - 1a Floor plan(s) High-wind plan(s) Factory Shearwall and Connection Summary 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 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 way P ' NY Design Specifications - Attachment-1 7/22/2015 Home Ident. (Job No.): 31994_000 Site Location: , Southold, NY 11971 Suffolk County Design Loads: Ground Snow Load: See floor plan Seismic Category: 13 Wind Speed: (3 Sec gust) 120 Floor LL: (Liv'g/Slp'g) 40/ 30# Floor DL: 10# Applicable Bldg Codes: 2010 Residential 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: 1st 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 10th, 2010 under system#M1387-02-070 Attachment- 1 Warning 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 way Design Specifications - Attachment 2 35 Ground Snow- 28 Wide - Ranch/R.Ranch - 5-7/12 Exterior Header,Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-8" 12 1.1.k B 3-2x8 SPF 2/1 8'-5" 12 1 1.k C 3-2x10 SPF 2/1 10'-4" 12.1.1.k D 3-2x12 SPF 2/1 12'-0" 12.1.1 k E 3-1.5"x5 5" LVL 8'-10" 12.1.1 o F 3-1.5"x7 25" LVL 11'-8" 12.1.1.o G 3-1.5"x9 25" LVL 14'-10" 12.1.1 o H 3-1 5"x11 25" LVL 18'-1" 12 1 1 o Marr Wall Header/Beam Schedule Symbol -Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 2'-7" 12.1 4 c 2 1-2x6 SPF 2/1 3'-9" 12 1 4 c 3 1-2x8 SPF 2/1 4'-9" 12 1 4 c 4 1-2x10 SPF 2/1 5'-10 12.1 4 c 5 1-2x12 SPF 2/1 6'-9" 12.1 4 c 6 1-1.5"x9.25" LVL 10'-0" 12.1.4 g 7 1-1.5"x11.25" LVL 12'-1" 12.1.4 g 8 1-1 5"x16" LVL 16'-9" 12 1 4g 9 1-1.5"x18" LVL 18'-8" 12.1.4.8 10 1-1 5"x20" LVL 20'-7" 12.1 4 g 11 2-1.5"x16" LVL 23'-2" 12.1 4o ' 12 2-1.5"x18" LVL 26'-1" 12.1.4o 13 2-1.5"x20" LVL 29'-0" 12.1.4o Attachment-2 2-12-14dm Warning• 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 way Design Specifications - Attachment 3 35 Ground Snow - 28 Wide - Two Story - 5-7112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A-1 3-2x6 SPF 2/1 4'-10" 12 1 2 k B-1 3-2x8 SPF 2/1 6'-1" 12.1.2.k C-1 3-2x10 SPF 2/1 7'-5" 12.1 2 k D-1 3-2x12 SPF 2/1 8'-8" 12.1.2.k E-1 3-1.5"x5.5" LVL 6'-4" 12.1.2.o F-1 3-1 5"x7.25" LVL 8'-5" 12.120 G-1 3-1.5"x9 25" LVL 10'-8" 1212.o H-1 2-1.5"x11.25" LVL 11'-3" 12 1 2.g 1-1 3-1.5"x11.25"LVL 13'-0" 1212.o Marr Wall Header/Beam Schedule Symbol Header - Max. Span Calc Ref 1-1 1-2x12 SPF 2/1 4'-9" 12.1.2.o 2-1 1-1.5"x11.25" LVL 8'-7" 12.1.2.g 3-1 2-2x6 SPF 2/1 3'-9" 12.1.5.k 4-1 2-2x8 SPF 2/1 4'-9" 12.1.5.k 5-1 2-2x10 SPF 2/1 5'-10" 12 1 5 k 6-1 2-2x12 SPF 2/1 6'-9" 12 1 5.k 7-1 2-1.5"x9 25" LVL 9'-6" '12 1 5.o 8-1 2-1 5"x11.25" LVL 11'-6" 12.1.5.o 9-1 2-1 5"x9 25"&11 25 LVL 13'-6" 12.1 6 g 10-1 3-1.5"x9.25"&11 25 LVL 15'-7" 12.1.6.k' Attachment- 3 2-12-14dm Warning 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 m art a- Design Specifications - Attachment 4 35 Ground Snow - 28 Wide - Two Story - No Roof Load Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1-2 1-2x12 SPF 2/1 6-4" 12.5.1 c 2-2 ' 1-1.5"x11.25" LVL 11'-3" 12.5.1 g 3-2 2-2x6 SPF 2/1 5'-0" 12.5.1.k 4-2 2-2x8 SPF 2/1 6'-4" 12.5 1.k 5-2 2-2x10 SPF 2/1 7'-8" 12.5 1 k 6-2 2-2x12 SPF 2/1 8'-11" 12.5.1.k- 7-2 2-1.5"x9.25" LVL 12'-2" _ 12.5.1 0 8-2 2-1.5"x11.25",LVL 14'-9" 12 5.1.o 9-2 2-1.5"x9.25"&11.25 LVL 17'-3" 12 5 2.g 9-2 2-1.5"x11.25"&11.25 LVL 18'-9" 12.5 2 g 10-2 3-1.5"x11.25" LVL 17'-0" 12.5.1 w 10-3 3-1 5"x9 25"&11.25"' LVL 19'-10" 12.5.2.k 10-4- 3-1.5"x11.25"&,11.25" LVL 21'-6" 12.5.2.k • Attachment-4 2-12-14dm Warning 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 way CENTER GIRDERS See P.D.S., Supplement#3, Section 3.5. Effective Width b-2 N.A. Girders I I I I ' Column Spacing i i I I 'Notes- 1 otes:1- Modules are constructed with the subfloor glued and mechanically fastened to the joists and girders. In addition, the girders are mechanically fastened to each other in the factory and bolted together at the construction site. - The girders are not acting alone in resisting the axial loads, but in conjunction with the rated subfloor material. 2- The splices,in the girders are located a minimum of 2 feet apart on each module. The location of the girder splices in relationship to the columns is not a critical and does not compromise the structural integrity of the unit. Warning 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 way ,Muncy Homes, Inc 11/16/2009 REScheck.Software Version 4a a1 Compliance Certificate Warning 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 way Project #31994_000 (job_S/N) Energy Code: 2010 New York Energy Conservation f Location: Suffolk County, New York Construction Type: Single-family, Project Type: New Construction . _v. / Conditioned Floor Area: 2,47.5 ft2 $ Glazing Area 9% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: 08/03/15 Construction Site: Owner/Agent: Designer/Contractor: Customer: Georgiadis Builder:Turn Key Gregory Hayes Muncy Homes, Inc. Southold, NY 11971 NY 1567 Rt442E Muncy, PA 17756 570-546-8915 a 0 0 i a s � • Compliance. 22.2%Better Than Code' Maximum UA. 468 Your UA: 364 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 x Ceiling 1: Flat Ceiling or Scissor Truss 1,375 38.0 0.0 - 0.030 41 Bsmt Level Stair Walls:Wood Frame, 16" o.c. 192 13.0 0.0 0.082 14 Door: 1-30 x 80 Blank: Solid 18 0.160 3 Wall 3: Wood Frame, 16" o.c. 2,851 21.0 0.0 0.057 142 Door 1-32 x 80 2 Lite:Solid 19 0.270 5 Window: 4-30 x 37 United. Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.300 9 Window: 12-38 x 59 United:Vinyl/Fiberglass Frame, Double Pane with Low-E 187 0,300 56 Window: 2-22 x 59 United: Vinyl/Fiberglass Frame, Double Pane with Low-E 18 0.300 •5 Door. 1-32 x 80 2 Lite: Solid 19 0.270 5 Door: 1-72 x 80 Vinyl SGD SL: Glass 40 0.290 12 Door: 1-64 x 80 2 Sidelites: Solid 38 0.230 9 Floor 1: All-Wood joist/Truss, Over Unconditioned Space 1,348 19.0 0.0 0.047 63 Project Title: #31994_000 aob_S/N) Report date: 07/22/15 Data filename: O:\Premier Data\REScheck 31000\31994.rck Page 1 of 2 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. __ADigitally signed by Gregory J.Hayes Gregory]. Hayes, Engineering of f�'-'- Date:2015.07.22 15:20:37-04'00' Name-Title 5ignaiure 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 bidr 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. Iw- A 1 08/03/15 Warning 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 way Project Title: #31994_000 Qob_S/N) Report date: 07/22/15 Data filename: O:\Premier Data\REScheck 31000\31994.rck Page 2 of 2 201 ® New York Li I Energy Conservation Construction Code Energy Efficiency Certificate XM Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Ri "M ffi_�WPM Window 0.30 Door 0.29 'Heating System: Cooling System• Water Heater• Name• Date• Comments Warning 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 way 3e v l w r F r a 3 } f �`� s .. m �r�;'� �.. � •'�« � - k�� p_ err Aa Number • • -• yet. � . Lot next • .-� 225 Blossom Lane Southold, • ^715 Gt�g3e oosk ja i {Y�t I ?CY5 Europa 1 echnolog c-- STATE OF NEW YORK. DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 9.9 WASHINGTON AVENUE GOVERNOR 'ALBANY,NY 12231-0001 CESAR A. PERALE5 WVVW.DOS.NY.GOV SECRETARY OF STATE Nu"T9 E OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State(DOS)has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow,the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturers Name: Muncy Homes, Inc. 1-567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Building Description: Detached One and Two-Family Dwellings and. Multiple Single-Famify Dwellings (Townhouses) Approval Number: NevirSystem Number: M1387-201.5-021 Modifications to: Previously Approved System of Models M1387-02-070 Applicable Code: Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: December 15, 2016 Maximum Ground Snow Zone: 90 PSI= Seismic Design Category: A, B, C, DO Basic Wind Speed: 120 MPH Maximum Exposure Category. A, B, or C DOS Contact Person: Edmund F. Girzone R-A. Additional Conditions., None Approval Date: February 20, 2015 Ronald Prester, AIA Director A.copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a,permit appllcation.'Plans should not'require a DOS seal provided the registered design professional references the approval number and certifies,that the plans and specifications conform to the plans and "specifications approved by and.on file with the DOS. The following;statement may be used to provide this certification: "The plans and specfficatfons ofthis permit plan set are derived from and consistent with the systems set of plans and'specifications approved and on file with the,Department of State„which,were approved on February 20, 2015 under systems number M1387-2015-021" The approval identified above is limited to all construction that takes place iii the factory. Site related work including installation and connection of the building'-and/or components,foundations,mechanical connections,stairs,decks,etc.is the responsibility of the Code Enforcement Official.The presence `. of the insignia of approval shall,be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS.If the code enforcement official believes that any factory manufactured component Is in violation of one or more provisions of the,RCNYS;he/she "should contact the DOS for further review and/or determination. NEWYORK Department STATE OF OPPORTUNITY_ of State Noldnwps&Tension Ties � f Oil I I s $ G`Oil This product is preferable to similar connectors because of 4? a)easier installation,b)higher loads,c)lower installed cost, I IOW '� -_3f — � r,r or a combination of these features i,~ >;; x: Minimum Post w=.1:. b ._...,....,._ _,_.._�.,.._. _�,._...,._.,....m_,„,_.„�._..... _,_ .._....,........m.,�,..... ...,.,. size by ! .e` `. . ° member '+ 4•... HDU holdowns are pre-deflected during the manufacturing m Designer ; ,� - thickness c process,virtually eliminating deflection under load due to material stretch. pII61N61esf6r - ® ° y They use Simpson Strong-Tie Strong-Drive SDS screws which Install Manufacturing r °' '`'` ' °m c easily, reduce fastener slip and provide a greater net section when purposes ° ( m Preservahve- F:� Compared to bolts (Fastener O >'- ° treatedhamer not required) o H maybe �2t The HDU series of holdowns are designed to replace previous versions ° , ® B, Brequired C of the product such as PHD's as well as bolted holdowns The HDU2,4 �1 J 3 and 5 are direct replacements for the PHD2,5 and 6,respectively l The DTT2Z tension tie is suitable for lighter-duty holdown applications on single or double 2x posts,and Installs easily with Strong-Drive SDS HDU de A screws(included).The DTT2Z has been tested in accordance with the ICC-ES U S Patent acceptance criteria for Holdowns Attached to Wood Members(ACI 55)and i 6,112,495, g meets the minimum requirements for many alternate braced wall panels I 5,979,13D DTf2Z per section R60210 3 2 of the 2009 IRC(see table R602.10 6,item 1) ( Vertical HDU Installation For more information on holdown options,contact Simpson Strong-Tie. i HDU SPECIAL FEATURES, i vertical Studs Wood •Pre-deflected body virtually eliminates deflection due Member to material Stretch. ThicknessHoldown Holdown •Uses SDS screws which install easily,reduce fastener slip,and ' I o Studs/Post ePlateg provide a greater net section area of the post compared to bolts •SDS screws are supplied with the holdowns to ensure Threaded . A Rod proper fasteners are used Rod r._.. 'Max 18 •No stud bolts to countersink at openings Htlr Slope MaxMATERIAL:See table CouplerFINISH:HDU-Galvanized, l-ZMAX®coating; DTT2SS—stainless steel Flom Top of Si° Concrete • • 7 5°Max , Plate INSTALLATION. •Use all specified fasteners.See General Notes. doh a is •For use In vertical and horizontal applications. 2-2x •The HDU requires no additional washer,the DTT requires a standard Blocking cut washer(included)be Installed between the nut and the seat Holdown Raised Off Sill Plate •To tie multiple 2x members together,the Designer must determine I Typical the fasteners required to loin the HDU Tie members without splitting the woad Between ° See page 26 for SDS values. For holdowns,per ASTM test ° Floors ; •See SB and SSTB Anchor Bolts on standards,anchor bolt nut should °y . __" ,, be finger-tight plus'/to turn with pages 33-37 for anchorage options. i;l,ii_ •SDS screws install best with a a hand wrench,with consideration ,i low speed high torque drill with given to possible future wood Horizontal HDU a%"hex head driver shrinkage Care should taken to Offset Installation Hanger CODES:See page 13 for Code Reference not over-torque the nutt Impact ° not shown Key Chart wrenches should not be used. (Plan View) See footnote 7 These products are available with additional corrosion protection Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details 'Dimensions Fasteners Minimum Allowable Tension Loads(lbs,) Model (in.) Wood 1166' Code, Na. Ga Anchor Member Deflrbctioo at Ref. ,'W H B SO Bolt Dia. Screws Thickness' DF/SP SPF/HF Allowable Load z in. (inJ in. > DTT2Z 8-SDS'/"x11/2' 11h 1825 1800 0105 16, 14 3'/a 61 A6 is/a 'a/6 a/6 '/z 8-SDS'/4'11/2" 3 2145 1835 0128 L8,F5 0 DTT2Z-SDS2.5 8-SDS''/a"x2Yx" 3 2145 2105 0128 170 w HDU2-SDS2.5 14 3 811/76 31/ 1516 1 '13/85fa 6-SDS'/a"x21/z' 3 3075' 2215 0.088 HDU4-SDS25_ 14 3 1011/6, 3'/a 15/6 13/4 5/a 10-SDS 1/a"x21/2° 3 4565 3285 0.114 HDU5-SDS2.5 14 3 13'/16 31/4" 15/a 1% 1/8 14-SDS 1/a"x2%z" 3 5645 4065 0.115 ~ 3 5980 4305 0 084 16,L8, HDU8-SDS2 5 10 3 165/a 3'/z 1'/6 1'/z 7/6 20-SDS'/4"x21/" 3Yz 6970 5020 0116 F5 41/2 7870 5665 0113 M HDU11-SDS2,5 10 3 221/4 31/2 1% 1'1/2 1 30-SDS'/a"x21/z" 51/2 9535 6865 0.137 71/ 11175 8045 0137 4610 10770 7755 0122 170 HDU14-SDS2 5 7 3 2511/a 3'/z 1'/16 19/fi 1 36-SDS Y4"x21/z" 71/4 143759 104359 0177 16,L8, 51/21 1444589 103509 0177 F5 1.Allowable loads have been Increased for earthquake or wind load durations with 5 Tension values are valid for holdowns flush or raised off of sill plate no further increase allowed,reduce where other load durations govern 6.Deflection at Allowable Tension Load includes fastener slip,holdown deformation 2 The Designer must specify anchor bolt type,length and embedment See SB and and anchor rod elongation for holdowns Installed up to 6"above top of concrete SSTB Anchor Bolts(pages 33-37) Holdowns may be Installed raised up to 18°above top of concrete with no load 3 Structural composite lumber columns have sides that show either the wide face or the reduction provided that additional elongation of the anchor rod Is accounted for. edges of the lumber strands/veneers Values in the tables reflect installation into the 7 Tabulated loads may be doubled when the holdowns are installed on opposite sides of wide face See technical bulletin T-SCLCOLUMN for values on the narrow face(edge) the wood member provided either the post Is large enough to prevent opposing holdown (see page 232 for details) screw Interference or the holdowns are offset to eliminate screw Interferences 4 Post 5'/2d bon a d l bl ll d HDU14 Noted allowable loads are ase design by Specifier Tabulated loads are based on a minimum 3'/z"wide 8 No post(in a 31/2'wall).Past may consist of multiple members provided they are wide post(6x6 mm) connected Independently of the holdown fasteners See pages 226-227 for 9 Requires heavy hex anchor nut to achieve tabulated loads(supplied with holdown) �f common post allowable loads 10-Loadsare-applicable-to-installation-on-either-narrow-or-wide-face-of-post i 6ncrete 6nnectors&Anchors e • ' The PAB anchor bolt is a versatile cast-in-place anchor bolt ideal for high-tension-load U applications It features a plate washer at the embedded end sandwiched between two fixed e hex nuts and a head stamp for easy identification after the pour — 5 L • Available in diameters from 1/2"to 1'/a"In lengths from 12"to 36"(In 6"Increments) = H, • Available in standard and high-strength steel • Head stamp contains the No Equal sign,diameter designation and an"HS"on high-Strength rods _ The diameter Length code on the MATERIAL: Standard Steel—ASTM F1554 Grade 36,A36 or A307—Fu=58 ksi = head is the c High-Strength Steel(up to 1"dia)—ASTM A449—Fu=120 ksi = same as that "High Strength" eJ 1%"and 11%' ASTAlB7 F14 Gd1k dla M 93 or 55rae 05—Fu=125 si = used for rehar. designation High-Strength Steel ( )— q=1/2^6=5/8 (blank on FINISH: None , = 6=a/4",etc standard-steel The Simpson Strang Tie®Anchor Designer Software'analyzes = models) and suggests anchor solutions using the ACI 318 Appendix D strength-design methodology(orCAN/CSAA233AnnexDLi ® ` i8�x. �„Irr States Design methodology) It provides cracked and untracked- _ concrete anchorage solutions for numerous Simpson Strong Tie mechanical and adhesive anchors as well as the PAB anchor bolt With its easy-to-use graphical I user interface,the software makes it easy for the Designer to identify anchorage solutions without = IA'Diameter L having to perform time-consuming calculations by hand = anchor rod 3 PAB Anchor Bolt—Standard Steel =_ Diameter(in.) Plate Washer,Size(in.) h(in.) Root Model No. Lengths(fn.) How to specify 1/z '/4 x 11/4 x 1'/a 1 PAB4-XX and order: , %s %.x 1'/z x 11/2 1'/a PAB5 XX When calling out 3/ 3/a x 2 x 2 13/8 PA86-XX 12”to 36" PAB anchor bolts, substitute the = %e 3/a x21/4x 21/4 1'/2 PA137XX (in 6" desired length _= 1 %x 2'/z x 21/2 15/8 PA68-XX Increments) for the"XX"in the -_ 11/e 3A k23/4 x 23/4 13/4 PA89 XX Root Model Number. 1'/4 1/2x 3 x3 2 PAB10 XX For a 5/a'x18° o Heavy hex nut Steel anchor bolt,the ®—Plate washer PAB Anchor Bolt—High-Strength model number 11 0- ®--Heavy hex nut Diameter(in.) Plate Washer Size(in.) 11(in.) Roof Model Nu. Lengths(in.) would be PAB5-18 1/z 1/4 x 1'/4 x 11/ 1 PA84H XX (or PAB5H-18 for high strength) PAB 5/e 3/a x-11/z x 11/2 11/4 PAB5H-XX` a/ 3/a x 2 x 2 13/a PAB6H-XX 12"to 36" i -- 34 3/a x21/x 21/4 11/2 PAB7H-XX (m 6" 1 %x 2%x 21/2 15/a PAB8H-XX increments) 1 Plate washers are a 1'A 3/8 X 2%x 23/4 13/ PAB9H=XX designed develop the capacity of .— 1'/ %2 x 3 x 3 2 1 PAB10H-XX I I the bolt PAB Anchor Bolt—Anchorage Solutions de —F— Design F---Design Diameter Anchor 2500 psi Concrete 3000 psi Concrete Bolt Dimensions(in.) Tension,Load(Ibs.) Dimensions(in.) Tension Load,(Ibs.) Criteria (in-) Model No, de(in.) F(in.) ASD LRFD de(In.) F(in.) ASD LRFD 1/2 PAB4 4 6 3705 6175 4 6 3705 6175 r % PAB5- 4 6 4030 6720 4 - 6 ' 4415 7360 L--2F Min -� o 51/z 81/2 5900 9830 1 5 71/2 5900 9830 Design loads are calculated using a z 3A PAB6 51/2 812 6500 10835 5 71/2 6175 10290 full shear cone.Coverage on each 7 10/2 8730 14550 6/2 10 8730 14550 side of the bolt shall be a minimum PAB7 6 9 7405 12345' 51/2 81/2, 7120 11870 of F or reductions must be taken. r 81/2 13 12050 20085 8 12 - 12050 20085z Wind 7/ "PA6711 8'/2 13 12490 20815 8 12, 12495 20820 131/ 20i/ 24935 41555 13 191/2 24935 41555 Naming Scheme: PA138 8 12 11405 19005 71/2 111/2 11340 18900 1 10 1 15 15810 26350 91/2 141/2 15810 26350 PAB51-1-12 z 10 15 15940 26565 91/2 141/ 16165 26945 "L PA88H PAB Length 16 24 32710 54515 15 22'/2 32710 54515 9 9 131/2 13610 2268'0 8' 12 '12495 20820 AnchorBolt Diameter* 30 ie",24", o 1/a PAB9 12 18 19920 33200 "11 161/2 19920 33200 and Grade 30"or 36") d 1'/ PAB10 12 18 21135 35225 11 161/2 20025 33375 *Units in'A"Increments 1/2 PA134 5 7'/z 4320 6175 41/2 7 4320 6175 (Ex:9=9A"or 1'/a") N 5/a PAB5 61/ 10 6880 9830 6 9 6880 9830 0 7122 111/2 9060 12940 7 10'/2 8945 12780 1 Anchorage designs conform to ACI 318-11 Appendix D r a/ PAB6 81/2 13 10185 14550 8 12 10185 14550 and assume cracked concrete with no supplementary 9 131/2 11905 . 17010' 81/2 13 11970 17400 reinforcement. PART 14/2 14060 20085 16 14060 10/z 1 20085 9/z 1 2 Seismic indicates Seismic Design Category C through _ 1/a 14'/2 22 25350 36215 131/2 20% 24650 35215 F Detached one-and two-family dwellings iSDC PAB7H may use wind anchorage solutions.Seismic anchorage ge Seismic 16 24 29090 41555 '115 22'12 29090 41555 designs conform to ACI 318-11 Section D3 3 4 PA138 11 161/2 1 15995 22850 10'/2 16 16435 23480 3 Wind includes Sesmic Design Category A and B. 1 12 18 1 18445 26350 111/2 171/2 18445 26350 4 Foundation dimensions are for anchorage only. 17 25'/z 33045 47205 16 24 32720 46740 Foundation design(size and reinforcement)by PAB8H 19 28'/z 38160 54515 18 27 38160 54515 Designer The registered design professional may 121/2 '19 19795 ' 28275 12 18 20255 28940 specify alternate embedment,footing size,and 1'/a PAB9 14 21 .23240 33200 131/220Yz_ 23240 33200 anchor bolt 5 Allowable Stress Design(ASD)values are obtained by 1'/4 PAB10 141/2 22 25350 36215 14 21 26190 37415 multiplying Load Factor Resistance Design(LRFD) —38 � ' 16--24--29510--42155——151/2--231/2—29510—42155— capacities by 07-for Seismic and"0,•6-for Wind. Concrete Gont;'ectors i Anchors III RiSil RFBs are clean,oil-free,pre-cut threaded rod,supplied with nut and u- These products feature additional corrosion protection g washer Offers a complete engineered anchoring system when used with Additional products on this page may also be available with Simpson Strong Tie®adhesive Inspection is easy,the head Is stamped this option,check with Simpson Strong-Tie for details o with rod length and"No Equal"symbol for identification after installation y Length Bolt &o MATERIAL:ASTM F1554 Grade 36 -• Model No. L - FINISH:Zinc Plated (unless otherwise noted),available in HDG (io) Diameter (per ASTM A153);stainless steel(RFB#5xEIS S only). ® RFB#4X4 4 1 c RFB#4X5 5 '/2 y RFB#4X6 6 '/2 RFB#4X7 7 '/2 APs RFB#4X10 10 1/2 RFB#4x8HDG-R 8 '/2 ' RFB#5X5 5- = % L RFB#5X8, 8 % ?. RFB#5X10 10_ % ': „ ,• •, RFB#5Xt2 5/a MCI HDG-R 12 RFB RFB#5X16 16 RFB#6X10 5 10'/2 3/ 1 RFB#4X8HDG-R and RFB#5X12HDG-R are only available with a hot-dip galvanized coating They are retail packaged and are sold 10 per carton 2 Washer provided on all RFB(except RFB#5x8SS) 3 Simpson Strong-Tie®coupler nuts are a tested and load-rated method to loin threaded rod and anchor bolts."Witness"holes in the nut provide a means to verify when rods are properly installed.The positive stop = feature helps ensure even threading into each end of the nut CNW's Identification meet and exceed the tensile capacity of corresponding ASTM A36 bolts notches on and threaded rod. HSCNW's meet and exceed the tensile capacity of high strength couplers corresponding ASTM A449 bolts and threaded rod.Contact Simpson Witness°' H Mm Strong Tie for other coupler nut sizes. Holes< ;4 Witness FINISH:Zinc Plated � Holes INSTALLATION' •Tighten the two rods until each all-thread rod Is visible ,• In the witness hole. •For non-hot-dip galvanized all-thread rod only. CNW HSCNW •5/e"and 7/a"diameter couplers available with oversized Allows fast visual check High Strength Y threads for Installation to hot-dip galvanized bolts for correct all thread Coupler Nut o (order CNWS/s-s0STano`CNW'/e-%0ST) rod installation w z CODES:See page 13 for Code Reference Key Chart a a � ----- --- - - - ------------------- ------- --- Z a 'Allowable - g Model 'Rod ;H Tension Capacity Code Blocking No. Diameter Min (lbs.) Ref. ' not shown (100), a ° for clarity CNW%2 0 500 11/2 4265 Witness z CNW% 0 625 1% 6675 11,F34 " ,g'' _ - Holes CNW3,/q '9750 2% 9610 y CNW/4 _ D.875 211 13080 N CNW1 1000 23/4 17080 - CNW1'/a 1 250 3 ` 26690 170 - HSCNW3/, 0,750 2% 19880 HSCNWi 1.000 23/ 35345 - to-�': Transition Couplers VA b f5 b CNWS/3 %2 0.625 tti 0.500 - 111 - 4265 °. t�^ 0 CNW li,F34 ' CNW3/-5/ '0.750 to 0625 13/ 6675 r�• o a Transition CNW7/e-s/e 0 875 to 0 625 2 6675 � Coupler Nut • 170 1dNW1-M 1 000 to 0 875 2Ya 13080 1 Allowable loads shown are based on AISC 13th Edition A36 and A449(HS) Typical CNW threaded rod capacities Rim Joist Installation 39— Straps&Ties Straps are designed to transfer tension loads in a wide variety of applications FINISH. PS-HDG,HST3 and HST6-Simpson Strong-Tie®gray HRS—A 12 gauge strap with a nailing pattern designed for installation on the paint;all others-galvanized.Some products are available edge of 2x members The HRS416Z installs with Simpson Strong-Tie®Strong-Drive° in stainless steel or ZMAXO coating,see Corrosion SDS screws Information,page 14-15 LSTA and MSTA—Designed for use on the edge of 2x members,with a nailing INSTALLATION Use all specified fasteners See General Notes pattern that reduces the potential for splitting OPTIONS-Special sizes can be made to order Contact Simpson LSTI—Light straps that are suitable where pneumatic-nailing is necessary Strong-Tie through diaphragm decking and wood chord open web trusses CODES:See page 13 for Code Reference Key Chart. MST—Splitting may be a problem with installations on lumber smaller than 3Yz", MSTC and RPS meet code requirements for reinforcing either fill every nail hole with 10dx1 Yz"nails or fill every-other hole with 16d common cut members(16 gauge)at top plate and RPS at sill plate. nails Reduce the allowable load based upon the size and quantity of fasteners used International Residential Code®-2000/2006 R602 61 MSTC—High Capacity strap which utilizes a staggered nail pattern to help minimize International Building Code®-2000/2006 2308 9 8 wood splitting.Nail slots have been countersunk to provide a lower nail head profile (For RPS, refer to page 205.) . 11/;-I 1"/x"-� _ '�2 a'� 9h6 3„� 1'b"� 5/8 �_W ,.° `O 06' H TYP- O U _ O O _ T TFTCO- �O ~uJ I _ o cc co ?O. O N n ^ m N m Oo o (n oLa O O U N F •. r '� N ST2115 °o ST9, ST12, � MSTC D ST18, ST22 1/2- ST =- LSTA and MSTA D (Pilot holes not shown) — N ie Q O O 00. D D O o w HTP37Z .O. O U D O O O z O } I z o, Imo- L Z% zap d -- - L �o N � � �~ L o y d U L w 0 77 � � HST o W O, a MSTI MST LSTI 1 '_1 - ° O O z ------ ------------ ------ --- --- --1_ o 1"/a' 21h" HST2 and HST5 HST2 HST5 -D o o 11/2 3° HST3 and HST6 HST3 HST6 o M --- O' O o D N Q O O O. o w W ci HRS HRS416Z O ,O Typical MSTI Installation (MIT hanger shown) Typical LSTI Typical �7 LSTlsimdar Installation HRS_Installation Straps&Ties CODES:See page 13 for Code Reference Key Chart. 1p These products are available with additional corrosion protection.Additional products on j 2W this page may also be available with this option,check with Simpson Strong-Tie for details End Distance i FF These products are approved for installation with the Strong-Dnve SD Beam and Strap Structural-Connector screw See page 27 for more information ;<, Allowable Allowable" i ,.. ..: .�.... ;`..,.t. Madel Dimensions Fasteners 'Tension"Coads!, Tension Loads - Code, No. Ga (Total) (DRSP) (SPF/HF) Ref. W L 'CS TA9 11/a 9 8-10d 740 635 3- LSTA12 11/a 12 10-10d 925 795 u LSTA15 1% 15 12-10d 1110 950 I 1STA18 1'/a 18 14-10d 1235 1110 ' i LSTA21 11/4 21 16-10d 1235 1235 LSTA24 20 11/4 24 18-10d 1235 1235 Typical LSTA Installation ST292 2'/16 95/6 12-16d 1265 1120 Hanger not shown) Bennd strap one time only ST2122 2'16 1213/16 16-16d 1530 1505 i ST2115 '/4 165/6 10-16d 660 660 ST2215 2'16 166/16 20-16d 1875 1875 I r t-STA30 1'/a 36 2210id _1640 " 1640 14,L3,F2 LSTA36 11/4 36 24-10d , ,- 1640" 1640; t ^---- -- "--— -- --- LSTl49 3% 49 32-10dx1'/z 2975 2555 , LST173- 33/4 73 48-10dx11A 4205 3830". ' MSTA9 18 11/4 9 -8-10d - 750 -645 Model_hi knesls Dim. Bolts Code MSTA12 1'/a 12 10-10d = 940•,• 810 N�' Gauge W' L Qty Dia Ref. ,,,MSTA15 11/ '15 12-10d ' 1130 970". PS218 2 18 4 3/ MSTA18 11/4 18 1410d "1315 41301, 1 PS418 7 ga 4 18 4 3/ 180 MSTA21 11l 21 1610d 1505_ 1290 I PS720 63/s 20 8 1/z ,MSTA24 11/4 24 18-10d 1640 1455, 1.PS strap design loads must be determined MSTA30 1t/4 30 22-10d 2050 1820 by the Designer for each installation.Bolts MSTA36 11/4 36 26-10d 2050 2050 are installed both perpendicular and parallel- to-grain Hole diameter in the part may be oversized to accommodate the HDG ST6215 2'16 165/16 20-16d 2095 1900 14,IL14,L3,F2 Designer must determine if the oversize ST6224 21% 235/6 28-16d 2540 2540 14,L3,F2 creates an unacceptable installation ST9 11/4 9 8-16d 885 760 ST12 16 11/4 115/6 10-16d 1105 950 I rPS218 and PS418 PS72o iaL ►I ST18 1'/a 173/4 14-16d 1420 1330 tq w ST22 1'/ 21'e 18 16d 1420 1420 14,L3,F2 w :O O O O.' W z MSTC28 3 281/4 36-16d sinkers 3455 2980 ---_---=---- ------- -;2 w y MSTC40 3 40'4 52-16d sinkers 4745 4305 ;O O- " , O- Ql°` �O z MSTC52 3 52'4 62-16d sinkers 4745 4745 I a HTP37Z 3 7 2010dx1'2 1850 1600 170 P$ PS218 and PS418 2fi^ 1 v, cn o MSTC66' -3 '653/4 76-16d sinkers •'5860 5860 1 Ps720 31/4" rh^ MST08 14' 3 '77% 76-16d sinkers 5860., " 5860 14,L3,F2 ST6236 21/6 3313/6 _ 40-16d 3845 3845 Z o HRS6 13/6 6 6-10d 605 525 HRSB 13/ 8 10-10d 1010 880 F26 z r HRS12 1% 12 14-10d 1415 1230 MST126 21/6 26 26-10dX1'/ 2745 2325 MSTI36 12 2'16 36 36-10dx1'/ 3800 3220 p MSTI48 2',6 48 48-10dx1'/ 5065 4290 14,L3,F2 MSTI60 2'/s 60 60-10dx1'/ 5080 5080 MSTI72 2',6 72 72-10dx1'/ 5080 5080 HRS416Z 3'/a 16 i6 SDS'/4"xi'/" 2835 2305 170 1.Loads include a 60%load duration increase on the fasteners for wind or earthquake loading 2 10dx11/2'nails may be substituted where 16d sinkers or 10d are specified at 100%of the table loads Typical P8720 Installation except where straps are installed over sheathing 3 10d commons may be substituted where 16d sinkers are specified at 100%of table loads 4.16d sinkers(0.148°dia x 3Y<°long)or 1O commons may be substituted where 16d commons are specified at 0 84 of the table loads ` 5.Use half of the nails in each member being connected to achieve the listed loads i 6 Tension loads apply for uplift when installed vertically 7 NAILS:16d=0162^dia x 31/2"long,16d Sinker=0148^dia x 31/;long,1O=0148^dia x 3'long i 10dx1'/2=0.148^dia x 1'/3^long See page 22-23 for other nail sizes and information. 17` Straps&Ties - - - fl A — •r `k CMSTC provides nail slots for easy installation,it can be cut to length CS are continuous utility straps which can be cut to length on the job site Packaged in lightweight(about 40 pounds)cartons. FINISH.Galvanized Some products available in ZMAX®coating;see Corrosion Information,page 14-15. ! Typical CS INSTALLATION:•Use all specified fasteners.See General Notes. Installation as a � •Wood shrinkage after strap installation across horizontal wood members may cause strap Floor-to-Floor Tie F; Erid to buckle outward. (CMST requires ;e-' Length Gut en minimum Lgth 2-2x mi •Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances studs) •The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used,reduce the allowable load as shown in footnote#3 „ $%a ; •The cut length of the strap shall he equal to twice the"End Length"noted in the table plus a a s k the clears an dimension I ";``:;"i•v 1; •CMST only—Use every other round hole if the wood tends to split. Use round and triangle holes for comparable MST loads,providing wood does not tend to split. Nails not ✓,tl• •For lap slice and alternate nailing information,refer to technical bulletin T-CMST required in (see page 230 for details) clear span •CS straps are available in 25'lengths,order CS14-R,CS16-R,CS18-R,CS20-R or CS22-R. s CODES:See page 13 for Code Reference Key Chart. I = ot These products are evadable with additional corrosion protection Additional products on Provide min. L this page may also be available with this option,check with Simpson Strong-lie for details Is/"end distance for CS and CMST 07 These products are approved for installation with the Strong-Drive SD Equal number of Structural-Connector screw.See page 27 for more information specified nails m each end DF/SPS_ - SP.F/HF- Allowable Model , Tota_lTension - Code ll Fasteners. .End Length -Fasteners End Length 'Na. Ref. .160 160 160 160 (160) —T 74-16d 33" 84-16d 38" 9215 cs;e-1eG411cer CMST12 40' 12 86 10d 39" 98 10d 44" 9215 50-16d, .; 26" 66-16d 30' ' 6490 GS16 Hole Pattern GMST14 52%x' 14 (all other CS straps similar) 66-idd' , 30" 76-10d - 34' 6490 _ CMSTCI6 54' 16 50 16d 2011 58 16d 25" 4585 sinker sinker 26 10d 15" 30' 10d 16" 2490 s' GS14' ;100' 14', , ausrw 1i , ' ° • ra' 30'=8d 16", 36 i8d' 19" 2490 14 20104, 11" 22-10d 12" 1705 L3,F2 CS16 150' 16 22.8d 13" 26-8d 14" 1705 CMST14 Hole Pattern 16-`1dd 9" 18-lod 10" 1370' (CMST12 similar) CS18 "200' 4&v-7.18 . f 11°' 22-18d '12" 1370 12-10d 6" 14-10d 8" ° ° 1030 CS20 250' 20 rs 14-8d 9" 16-8d 9" 1030 CMSTC16 1e'GAUGE a• 10-10d 711 12-;10d, 7 845' ° �Id 6S22 300' 22 ^3'T. 0 12-8d, 6" _14,'8d 8" 845 F CMSTCI6 Hole Pattern >� z 1.Loads include a 60%load duration increase on the fasteners for wind or seismic loading a 2 Use half of the required nails in each member being connected to achieve the listed loads. -------- - ----- - z 3.Calculate the connector value for a reduced number of nails as follows Allowable Load= No.of Nails Used x Table Load Gauge stamped on part for } No of Nails in Table identification v' a Example CMSTCI6 in DF/SP with 40 nails total 40 Nails(Used) easy Half of the nails in each member being connected Allowable Load= x 4585 lbs=3668 lbs ( ) 50 Nails(Table) 4.Tension loads apply for uplift when installed vertically ' 5.NAILS:16d=0 162°dia x 31/z"long, z 16d Sinker=0148"dia x 31/4 long,10d=0.148"dia x 3"long See page 22-23 for other nail sizes and information Cut Length co Minimum End Distance N Strap Clear Span is 1 Ox Diameter of Nail (TYP•) co End Length End Length_T j NOT SURE HOW MUCH COIL o STRAP YOU NEED? I Roof Sheathing "' i Simpson Strong-Tie has a web-based app, O E cv I[ 1 «1r X11„'it .11•, li I[ 11 •I", ..urs" the Coil Strap Length Calculator,which can help you quickly determine the cut length of each strap and the total amount of ' i coil strap needed for each application Sub—Purl—in/Stiffener on a project. CMST�equlres 3x or '1, Hanger For more information or to access, 2-2x minimum go to www.strvngtie.com/software - Purim �_ .,._�..�..._...�.,_.�.__. .___..._..._.-,,..__.., Typical Horizontal (Beam or Truss typ) CS/CMST Installation 7�— Straps.&Ties Simpson Strong-Tie®hurricane ties provide a positive connection ; INSTALLATION.•Use all specified fasteners.See General Notes. between truss/rafter and the wall of the structure to resist wind and •H1 can be installed with flanges facing Inward seismic forces. New additions to the line provide even more options i (reverse of H1 installation drawing,number 1) • H10AR—The heavy-duty design of the H10A available • H2.5T,H3,H4,H5 and H6 ties are shipped In equal quantities of with a 2"wide throat to accommodate rough lumber right and left versions (right versions shown). • H10A-2—The H10A design with a 3"throat for double ° Hurricane ties do not replace solid blocking. 2x members ^ When Installing ties on plated trusses (on the side opposite the truss • H2ASS,H2.5ASS and H10ASS—Popular ties now available plate)do not fasten through the truss plate from behind This can in stainless steel force the truss plate off of the truss and compromise truss performance MATERIAL.See table • H10A optional nailing to connect shear blocking,use 8d nails. FINISH:Galvanized.H7Z and H11Z—ZMAX8 coating Some Slots allow maximum field bending up to a pith of 6 12,use H10A models available in stainless steel or ZMAX,see Corrosion sloped loads for field bent Installation Information,page 14-15 or visit www.strongtie.com CODES:See page 13 for Code Reference Key Chart Ir 3/4 136 1 Ya' " 19/16 ° ° e 1 �1h" 2310" 1314° i 4, 'BkoMi1Py',ry, I Z3/j6 0 m 2/8 ao-aory 2y8� Y i9/,6" H4 51,9„ H2.5A H3 H1 1'h° (H2.5ASS similar) H2.5T H2A 1 1-4. (H2ASS similar) ° m I •'I 15�°I•"' r 11h8. 47 23 H5zza a 1/" Hg s I ,a�,s TSP H6 H7Z X o_ I' 2 I�3� Q° i a%a° lye A+~� H10S ti CD C7 7I, Z ° •.W O I /' H10AR (H10ASS similar) segs, o H1 OA-2 -� 1sn6e 13N6 N 71 /8�� � z p 0 r 0. ® �.I \. O s. m 43/8° ® o% p ,,1 a o \• o' 73/8° ,m,mss, �," m :. .. -• 'P4TFUNE• m m.: I `u=,.:• .,° m`; } •.:a�MP .,m °'_ ,_ H14 I Profile m , '�'R1ElINE au m E"h�ESeNSIr°nA.T°a m: Q 2/e H10-2 H1_lZ H14 i 81— These products are available with additional corrosion protection Additional products on V7 These products are approved for installation with the Strong-Drive SD this page may also be available with this option,check with Simpson Strong-Tie for details Structural-Connector screw See page 27 for more information Fasteners DF/SP Allowable Loads Uplift with SPF/HF Allowable Loads - Uplift with Madel Ga T_o Rafters/ Uplift Lateral(160) 8dx1'/Nails• Uplift Lateral(160) 8dx1'/z Nails Glide No. Truss To Plates To Studs 160 F F (160 160 Ref.. ( ) 1 2 ) (160) F1 F2 ( ) Hi 18 6-8dx1'/2 4-8d — 585 485 165 455 400 415 140 370 117,L6,F16 H2A 18 5-8dx1'/z 2-8dx1'/2' 5-8dx1'/2 575 130 55 — 495 130 55, — IP1,L18,F25 ® H2ASS 18 5 SS8D 2-SSSD 5 SSSQ 400 130 55 400 345 130 55 345 170 ® H2 5A 18 5-8d 5-8d — 600 110 110 575 535 110 110 495 117,F16 H2 5ASS 18 5-SS8d 5-SS8d — 440 75 70 365 380 75 70 310 170 H2-5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 425 IP1,L18,F25 ® H3 18 4-8d 4-8d — 455 125 __160 415- 320 105 140- 290 ® H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235 117,L6.F16 ® H5, 18- 4-8d 4-8d 455 ' ' 115" 200 455 265 100 170 265 H6 16 — 8-8d 8-8d 950 — _ — 820 — _ _ _ 117,F16 H7Z 16 4-8d 2-88x11/2 8-8d 985 400' 845 345 H8 18 5-10dx1'/2 5-10dx1Y2 — 745 75 — 630 565 75 — 510 L10,F26 H10A Sloped 18 9-10dx11/ 910dx1i2 — 1855• 590 285 — 760 505 ' 285 — R10A 18' 9-10dx1Y2' 9-1001✓r, — "1140? 590 285 1015 505 285 117,1_18,F25 H10ASS 18 9-SSN10 9-SSN10 — -970 565 170 - 835 485 170 , — 170 H10AR 18 9-10dx1'/z 910dx1'/2 — 1050 490 -285 —_ 905 -420 285 — H10S90 18 ' 8-8dx1'/2 8-8dw1'/10 8-8d 1010 660 215 550• 870 570 185 ; -475 IP1,L18,F25 H10A 2 18 9-10dx1 , 9 10dx1,/2 — 1245`, 815 260 — 1070' 700 225 F25 H10-2- 18 6-10d 6-10d - — 760 455 395 — 655 390 340 — 117,F16 H11Z 18 6-16dx2'/z 6-16dx21/ — 830 525 760 — 715 450 655 — 170 Q 12-8dx1'/2 13-8d — 13507- 515 265 1050 _480 245 H14 18 2 12-8dx1'A 15-8d - — 13507• 515 265 — _ 1050 480 245 — IP1,L18,F25 9-10dx1'/2 6-1Odx1'/ — 740 310 190 — 635 265 160 TSP 16 9-10dx1'/2 6-10d — 890 310 190 — 765 265 160 — F26 1 Loads have been increased for wind or earthquake loading with no For uplift Continuous Load Path,connections In the same area e.truss to plate connector further increase allowed reduce where other loads govern andplate to stud connector)must be on the same side of the wall 2.Allowable loads are for one anchor A minimum rafter thickness of 21/2" 7 Southern Pine allowable uplift loads for H10A=1340 lbs and for the H14=1465 lbs must be used when framing anchors are used on each side of the joist and 8 Refer to Simpson Strong-Tie®technical bulletin T-HTIEBEARING for allowable bearing an the same side of the plate(exe tion,connectors installed such that enhancement loads nails on oosite side don'tinterfe e) 9 HI OS can have the stud offset a maximum of 1'from rafter(center to center)for a reduced 3 Allowable DppF/SP uplift load for stud to bottom plate Installation(see detail uphft of 890 lbs (DF/SP)and 765 lbs (SPF). 15)Is 390 lbs.(H2 5A),265 lbs.(H2 5ASS);360 lbs (H4)and 340 Itis (H8) 10 H10S nails to plates are optional for uplift but required for lateral loads For SPF/HF values multiplyy these values by 0 86. 11 Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the Ft direction are not Intended to replace diaphragm the carbon-steel versions Ongoing test programs have shown this to also be the case with boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors In the product line that are installed with nails Visit 5 When cross-grain bending or cross-grain tension cannot be avoided in the wismstronggtre.com/corrosion for updated Information members,mechanical reinforcement to resist such forces may be considered 12 NAILS:16dx21/2=0162°dia x 2'/2'long,1Od=0148'dia x 3'long, 6 Hurricane Ties are shown on the outside of the wall for clarity and assume 10dx11/2=0148"dia x 1Yz°long,8d=0.131'dia x 21/2'long,8dx1'/2=0131°dia.x 1'/2'long a minimum overhang of 31/2" Installation on the inside of the wall is See pa a 22-23 for other nod sizes and information acceptable(see General Instructions for the Installernotes u on page 17) 13 SCREWS:Strong-Drive®SD#9x11/2"(model SD9112)=0131"dia.x 11/2"long(for the models marked with the orange flag only)Full table loads apply. 'kms`. .._ 3 � � F o'%• .' . ..�'' o FI 1C{ ° facer F• C3 H1 Installation H2A Installation TSP I Ilation H2.5A Installation H2.5T Installation w (Nails into both top plates) (Nails into both top plates) Use a minimum F2 of twow 8d nails pit f� 3W t'. I° this side of truss (total four 8d H4 nails into H3 Installation Installation buss) o ._� (Nails into upper top plate) (see footnote 3) r H2.5T Installation - s F1 Two 8d nails tx: into plates Eight 8d nails into °a studs .e H6 Stud H4 Installation H5 Installation to Top Plate H6 Stud to Band ® H7Z Installation 1�2Installation Joist Installation (Nails,7nto-uppertopplate) (Nailsinto tf6th-top plates) Straps&Ties ........... w•� #. �; ='iia... ,:i::;i'�z�;•,:',=- ^`e,-< ';'e�Vi, •'IfY` .;� I rata"•:.^ -;3�:r1 €�;- `_:'�'n�,�:u$ �f '.r�;i�.,:;-.�'; � ,2 Fa,s� •iWxl� �. hs�� � F, P.o „5z Plate nails H10S ®, for lateral Ft ° loads only Installation ® raftertodlng H8 ouble ® stud tto sill g ,li oacinO ast to ttacdouble ® H10A Field-Bent top plates (4-8d Into plate, top plates , Installation 5-8d into stud, iVhml u;' H14 Installation to ' F refer to footnotefd ' 'r 3 for loads) i• =w{�o Orstance ,; double top plates commons to AVOID A 8d lates FII one of J V�' —�ihreeholes toHl4 MISINSTALLATION €:. o_ bottom flange Plate nails s`.''""1"^ /° `:f °•a,'. for lateral F�� r Fp Mh imtim O 8• loads only f H10 (H11Z similar)2 installation q Distance fi 9, H10S Installation H10A O with stud offset Installation H14 H10A optional nailing connects shear blocking to rafter. Installation - k Fll alllh�eioaigleder Do not make Use 8d common nails.Slot allows maximum field-bending up to a to double holes to straightened new holes or pitch of 6/12,use 75%of the table uplift load,bend one time only 2x headerbottom flange overdrive nails! Considerations for H uriricane Tie Selection Hu rflicane Tie Installations to 1: What is the uplift load? Achieve Twice the Load (Top View) 2 What Is the parallel-to-plate load? 3. What Is the perpendicular-to-plate load? Both connectors shall be same model. 4 What is the species of wood used for the rafter and the top plates? (Select the load table based on the lowest performing species of wood.) 5 Will the hurricane tie be nailed Into both top plates or the upper top plate only? 6. What load or loads will the hurricane tie be taking? Wall Wall Wall Top Plate When a connector is loaded simultaneously in more than one direction,the Top Plate Top Plate allowable load must be evaluated as shown here For all connectors use the following equationii •^ Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/ - < - `: Allowable Lateral Parallel to Plate+Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicular to Plate<10 N The three terms in the unity equation are due to the possible directions that exist - - „ra to generate force on a connector The number of terms that must be considered for — `s simultaneous loading is at the sole discretion of the Designer and is dependent onn �- z their method of calculating wind forces and the utilization of the connector within rn a the structural system. Install diagonally across Products can be on the Nailing into both sides of As an alternate,certain roof to wall connectors(embedded truss anchors, from each other for same side of the wall a single ply 2x truss may Z z pages 166 and 167,seismic and hurricane ties,pages 181-183,and twist straps, minimum 2x truss provided the are cause the wood to split > page 187can be,evaluated using the following The design load in each direction p y p y shall not exceed the published allowable load in that direction multiplied by 0 75 configured as shown 0 7 Select hurricane tie based on performance,application,Installed cost and ease of Installation CM -.. 0 o � The VB provides lateral resistance force at the bottom of beams 21/2"Min m when Installed approximately 45°or more to the vertical plane ; N MATERIAL-12 gauge FINISH:Galvanized Hanger z o INSTALLATION:•Use specified fasteners.See General Notes. not shown •16-N54A fasteners are included with the brace. � ,�l•s CODES:See page 13 for Code Reference Key Chart. Six N54A Nails 4` Model HL' Fasteners Allowable Tension Loads', Code No., (Beam Depth) ;,(Total) Floor'(100) Rtiof(725)' Ref.- One N54A VB5 10"-15" 5' 16-N54A 990 1240 in each tab VB7 15"-221/2" 7' 16-N54A 990 1240 , VB8 22'/2"-281/2" 8' ",16-N54A '990 1240 115,L7 Two N54A VB10 281/" 36" 10.' 16 N54A, 990 1240 i Accommodates 3, , in seat beam widths of VB12 36'-42- 12' 16-N54A 990 1240 31/6°to 103/x' 1-Roof-loads-have-been-increased-25%-with-no-further-increase-allowed —Typical-VB-installation g� Straps&.Ties. Ravi 791 M=mm Twist straps provide a tension connection between two wood MTS Installation members They resist uplift at the heel of a truss economically as a Truss-to- ° The 3"bend section eliminates interference at the transition Top Plate Tie ;°r Truss-lo- 1' points between wood members. 10' MATERIAL. LTS-18 gauge,MTS-16 gauge, HTS-14 gauge FINISH Galvanized Some products available in stainless steel and ZMAX®coating;see Corrosion Information, page 14-15 L INSTALLATION: ayeI J1 •Use all specified fasteners.See General Notes. CODES:See page 13 for Code Reference Key Chart. •s: These products are available with additional corrosion protection Additional products on •°,l o• 2 this page may also be available with this option,check with Simpson Strong-Tie for details • ®These products are approved for installation with the Strong-Drive SD Structural-Connector screw See page 27 for more information LTS12 15" DF/SP Allowable SPF/HF Allowable (MTS and HTS Fasteners similar) Model Uplift'Loads Uplift Loads Code No, L' _10d 10dx1'/z• 10d: 10dx1l/z Ref. 10d' 10dx1'% 160 160 160 160 LTS12 12 12-10d 12-10dxll/z 775 720 665 620 MTS30 LTS16 16 12-10d 12-10dx1'/z 775 720 665 620 LTS18 18 12-10d 12-10dx1'h 775 720 665 620 = (HTS30 HTS30C LTS20 20 12-10d 12-10dx1'/z 775 720 665 620 Fi similar) (MTS30C MTS12- 12 14-10d i 14-10dx1?/ 00 - 10 ,• 1000 , 860 860 117' �® similar) MTS16 ' A6„ 14-10d 14-10dx1'/z 1000• - 1000' '860 860 L6,F16 F2 MTS18 18 14-10d 14-10dx1'/z 1000 1000 860_ 860 MTS20 20 14104 14-10dx1'/v 1000 1000 860 860 MTS30' 30 14-104 14104x1'/z 1000 1000 860 860 MTS24C 24 14-10d 14-10dx1'/ 1000 1000 860 860 F26 MTS30C 30 14-10d 14-10dx1'/z 1000 1000 860 860 HTS16 16 16-10d 16-10dx1'/z, „ 1260 1150 1085 990 HTS20 ' 20 20-10d 2410011z 1450` , 1450 1245 1245 HTS24', 24' 20-1od, 24-10dx1'/' 1450 1450' i 1245 1245 MTS30 Installation HTS28 "28 -20-10d 24-10dx1'1A •,1450. 1450 '' 1245- 1245 117,F16 with]-joist Rafter HTS30 30 20104 2410'dx1'/' 1450 1450 =' 1245 1245 HTS30C 30 20-10d 24-10dx1'/z 1450 1450 1245 1245 k' 1 Loads have been increased for wind or earthquake 4 All straps except the MTS30 and HTS30 have the twist in the center of the strap loading with no further increase allowed,reduce 5 Twist straps do not have to be wrapped over the truss to achieve the load where other loads govern 6 May be installed on the inside(ace of the stud x' 2 LTS12 thru LTS20,MT516 through MTS30,HTS24 7 Allowable lateral loads are F1=75 lbs and F2=125 lbs.when the following ;: a N through HTS30C(except HTS30)have additional installation requirements are met The first 7 nail holes each side of the bend nail holes most be filled with 10dx1'/z minimum nails.All additional fasteners may be CA 0 3.Install half of the fasteners on each end of strap to installed in any remaining strap holes Typical MTS30 CZC achieve full loads 8 NAILS:10d=0148'dia x 3°long,10dx1/z=0148'dia x 1'/z long Installation y z See page 22-23 for other nail sizes and information a z For fast,accurate installation of door and window headers and other cross members HH header hangers can speed up the lob, z strengthen the frame,and eliminate the need for trimmers. MATERIAL.16 gauge • ` o i I m 6 F1 FINISH:Galvanized o INSTALLATION:•Use all specified fasteners.See General Notes. F r € : 4 •Attachment to 2x studs will result In two round holes not l. F2 o being filled in the studs and load reductions as noted in table. I � m CODES:See page 13 for Code Reference Key Chart r Min, °" ,Fasteners : ;DF/SP Allowable Loads ' HH4 1� Model Code' (HH6 simtlar) 3 ' W' H'- Post F1 F2° F3 I F4 U No. Size Stud Header ;Ref. HH Load _ (100) •(115). (125) '• (160) 2x 7-10dx1'/z 4-10dx1'/ 855 965 1035 — 575 725 Directions HH4 3'/z 213/,6 Dbl2x 7-16dx2'/z 4-16dx2'/z 1010 1140 1195 — 710 750 170 3x 9-16d 4-16d 1195 1195 1195 710 710 1085 114,L5,F13 -2x 10-10dx1'/z 6-10dx1'/z 1220 1380 1480',, <1065'1025 170 HH6 5'/z 'S'/6:' Dbl2x 10-16dx2'/z 6 164x2%z 1440 1595 "1595 - 1065 1085 3x 12-164 I '6-16d 15951 15951 1595 ',1065 1 1065 11085, 114,L5,F13 1 Loads have been increased with no further increase allowed,reduce where other loads govern L 2.For 3x posts,16dx2'/z nails may be substituted with no reduction in load Typical HH 3 For SPF/HF lumber use 0 86 x DF/SP allowable loads Installation 4 NAILS:10dx1'/z=0 148'dia x 11/2'long,16dx2'/z=0162•dia x 2'/z'long,16d=0162"dia x 31/V long See page 22-23 of r other nailszes and-information 18 i 'S00&Ties. The larger LTP5 spans subfloor at the top of the blocking i111161► i1/16q1t�s, 4112_--.I— or rim joist The embossments enhance performance. The LTP4 Lateral Tie Plate transfers shear forces for top j D-1 plate-to-rim joist or blocking connections Nail holes arespaced to prevent wood splitting for single and double top0plate applications.May be installed over plywood sheathingThe A35 anchor's exclusive bending slot allows Instant, 5veaccurate field bends for all two-and three-wa ties Balanced Y completely reversible design permits the A35 to secure aA4 ado NF jt/2' e , great variety of connections I i 0, a : MATERIAL- LTP4/LTP5-20 gauge;all others-18 gauge FINISH:Galvanized.Some products available in stainless steel aP 9a, I 0 or ZMAX®coating;see Corrosion Information,page 14-15. 0 ° _. LTP4 INSTALLATION.•Use all specified fasteners.See General Notes. 0 0" A35 LTP5 •A35—Bend one time only. 0 CODES:See page 13 for Code Reference Key Chart. 0 �nONE=► q1f'° 0 These products are available with additional corrosion protection Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. ; ®These products are approved for installation with the Strong-Dave LTP4 SD Structural-Connector screw See page 27 for more information Joists to Plate Studs to Plate -DF1SP SPF/HF _ with A Leg Inside with B Leg Outside Model Type ofDirection. Allowable Laads Allowable Loads Code Fasteners' ' Floor "Raaf Floor Roof Connection of Lead ' Rei. (100) (125) (160). (100) (125) (160) es' r'•-„f A34 ED 8-8dx11/ Ft 395 485 515 340 415 445 F26 395 455 455 340 390 390 Al,E 295 '365 395, 255 315. 340 2❑ 9-8dX1'/z , ° 61 210 210 210 180 180 180, IP1 ° a° A2 295 - 365 , 380 255 ,,315 325 L5 L18, A35,' 3❑ 12-8dx11%2, C2 295 365 370. 255-;;,315, -320, F13 Joists to Beams Ceiling Joists to Beam D_ `230 . 230, 230.. 200 ' 200_ 200' F1 '595 695 695 -510 600 600' ® 12-8dxl1/z F26 595 670 670 510 1.575 575 Fi tAt G 515 645 670 445 555 575 114, g LTP4 Q 12-8dx11/z L5,F13 ° mak• :`< F=' H 515. 645 670 445 555 575 LTP5 r© 12 8dx1?/z G- 585 620 620 50]..535 535, 1P1 „” r I H 545 545 " 545 470' 470 470' L18,F25 F2 _°' r a� 1 Allowable loads are for one anchor When anchors are installed on each side of the joist, A34 ° z 4 the minimum joist thickness Is 3' �2 A35 2 Some illustrations show connections that could cause cross-grain tension or bending y of the wood during loading If not reinforced sufficiently In this case,mechanical z reinforcement should be considered. Fi z 3 LTP4 can be installed over W wood structural panel sheathing with 8dx1Y2 nailsa and achieve 0 72 of the listed load,or over''/z°and achieve 0 64 of the listed load m A2 0 8d commons will achieve 100%load 4 The LTP5 may be installed over wood structural panel sheathing up to 1/2°thick using 8dx11/z nails with no reduction in load 8° i =" z 5.Connectors are required on both sides to achieve F2 loads in both directions ' 6 NAILS:8dx11/s=0.131'ilia x 1Y°long See page 22-23 for other nail sizes and information �3 A35 ®A35 � a N Q CV, M LTP4 attaching ,. Top Plates to / LTP4 Installed over Rim Joist Chimney Framing ❑5 Wood Structural 6 LTP5 Installed over Wood Panel Sheathing -Structural-Panel-Sheathing 1y�LT1oTC�" T+L�Q'�l�►�Z'E�,, i1'�TC- ---_.-.._ .. a ^-.15.67 Routs J-a..i ig7s-.y 1VS cy- YA.37756 1Ylu1a40y Homes ♦ Superior Builders 4 Premier Builders i DATE: 7/22/2015 JOB#: 31994 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE : (check each applicable line), 0 New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Q Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) ❑ Roof Framing(R) Floor Framing and Roof Framing (FR) Job Truss TrussTpaSMP 212 68304 HM585819 HINGE MONO Flat-26r-28°-35/50 JnlVersal F02d Products Inc.,Gr5ndRaplds,M149525,Mike Patten 7350e5ep272012 hffeklndudnes,Inc Thu Jun2008.28.262013 2-&10 11-2.8 1�J� a 5 ^V Alt CartUleier 81d1-118K Detail 4 10 10 f 0-1-12 to 3-2.0 1-3.4 Opt 0.1.10 REACTIO14S Aia(Ho¢6=108(LC 9),i=498(LC 9) Cut 2 Plat Upl-dt7=,4W(LC 0),1=-536(LC 9) 0.1�0-1120{pt 0¢�4 oS Max Grav 7=563(LC t 5),1=868(LC 17) �7 r SMH18p 0-30 Opt yb1; 3x611 Cut-off 2 3 �" APPROVED N , 1 4 V43 9 9/18/13 ori Bi DATE 3,5%511 6 11 tz 79 PFS CORPORATHON L 3x6 e:� 2x5 11 5X7 11 B-1-12 a_6 Bloomsburg, PA In 2-4.14 , 11-2-10 73.10-12 Plate Offsets 1:114-12 Ed ,11.0-240-TI-51,12.0&4,6.1-01,14:0-0.0.01-01.17 0-315.0.0111 f8 0 312 o-i-CR SPACING:20-0 SPACING,1-4-0 SPACING:1.0-0 CSI DEFL In,floc) Viten LId PLATES GRIP TCLL TOLL 269 LOADING(psf) TCLL 4Q4 TOLL 539 G(psf) LOADING Qts Males Inc tease 1.15 TC 0.33 Vett(LL) -031 7-8 >510 240 MT20 1871144 Lurrberincre se 1.15 BC 0.45 Ved(TL) -0.57 7-8 >276 160 )AT18HS 1971144 (GrolandSnov�35.0) (GraundSnort=52.5) (OroundSnovr=700) RepShosslncr YES Y14B 078 Hoiz(TL) -0.00 7 We Na TCDL 7.0 TCDL 10.5 TCDL 14.0 Coda I130200 ABC2006f (Ma") Weight 791b BOLL - 0.0' SCLL 00' BCLL go" 180200giTP12007 FT=0% BCDL )0 D BCDL 150 BCDL 20 0 LOIABER BRACING TOP CHORD 2x8 SPF No2'ExceW TOPCHORD Structural Wood sheathing directyapp[fed or8-OooepurMs. except endvedicals (P] TT:2x6 SPF 2100E 1:8E,T3.2x4 SPF No 2 BOT'CHORD Riy1d ceiling dkec0)applied org-5.9 oc bracing BOT CHORD-2x6 SP DSS WEBS 2x3 SPF Stud'ExcepP W3 2X 10 SP DSS REACTIONS'(131she) 1=58710.38(rryn.0-1-8},7=56010-3.8 form D-1.8),6=-0/Machanlcal Mat UpIffV=325(10 9),71571( LC 5) )p,5\ F.�vt7,. 5;/C' Max Orav1=821(LG17),7=784(LC 16) W ti FORCES (8))-MaurrumCor(piesslonfMmirmmTensu)n rj �s f 1 � { TOP CHORD t-2-44615,2 3✓696l167,3 10-596/80,4.10=293!95,4 5-24581,5-6-122189,7-9-d7?1490 ( (�[; fiAf\�v j BOT CHORD 1-13=-3241311,13-14=-3241311,V-16-3241311,13:15=-32431 1,8.11=-297!286,11.12=-2971286,7.12=-2971280 C) WEB$ 28=•6171641,4-6=•5621673 _ t� PID,L1�i�f3Q REQUIRED FIELD JOINT CONNECTIONS-l4axmum Compression(to)/Max rrurn Tension pb)i Maximurnshear(Ib)f h4a4lrnim Moment pb n} -i 6pa• 5=159187/8410,9=55215731297/0 NOTES' 1)Dado:0-3-14 length 0-0-12 deep dado,0-1.8 and 0-10,8 to toil edge Iternjolnl t onthe bottomface IOt111; t 2)Wind:ASCE 7-05,120rnph(3-second gust)@241n o c.;TCDL=2.1 psf;BCDL=3 Ops(felt 147mph @1 E3n o c;TCDL=31 psf;BCDL=4.5psQ,(Alt 160 @126na.c;TCDL=4,2psF,BCDL=&Ops0,h=?Aft;GaLII;Fxp0;enclosed;MWFRS(lovtrise)gable endzone andC-CExterior(2)zone;canbleverfaff exposed;C-C for members and faces$M WFRS,fur reactions shoym,Lumber DOL-1.60 plate Dnp DOL=1.60 3)TCLL'ASCE 7-05;Pg=35.0 psf(ground snowy Fs--26.9 psf(roof snovr);Category II;Exp C;Partially Exp;Ct=1.1 4)Roof desfgn snew load has been reducedlo account for slope. 5)Unbalanced`snowloadshave been considered forthlsdesign E-signed by Kevin Freemen 6)This truss has been:desfgned for basic load corrbnallorm which Includesases xtth reductions for rruGlpfe c oncurrent INa loads JAI platesare IvIT20 plates unless otherwise Indicated. See SEH18DETAILS for plate plat cement t�df +Nr►ra, 9)Provisions mtr_ct be made to prevent lateral movement of hinged merrlier(s)during transpottalfon. !!� (� W1. A 10)Alladddionalmemberconnocllonsshalbeprovidedbyothersforforcesasrndlsated 4�t��{� �� 11)Thistuss has been designed fora 10 0 psf bottom chordilre load nonconcurrent Wih any other W e loads. 6 �` REGISTERED 12)•Thlsttuss has been designed for a five load ofd.Opsf on the bottom chard In all areas where a rectangle 3-6 0 tall by 20-0 Wdewilfa betmen the bottom 4 � P�p� $ j� AL to chord and sty of hermembeis,Wth BCDL=10, sf, 5 �} ^� 13)Provide mlechanfaat connection(by others)ofIrwsta bearing plats capable ofwdlhstandkxj 325 lb uplaTal joint i and 671 Ib up GR at jokd 7. 15)n he 14)Th Is LOAD CA E(S)has b as n asectlfl in,,llea ds applied toIhefaceohe 20 fIhetu1 BC sslon arenotedasroofnit(F)jorback(9). .2 KEVIN H EMaN 16)TMs truss has been designed In aceorder ties wth the 20 06 10 0 Sec 2303.4.2,2006 IRG Sec 802:10 2 17)Th Is truss has been designed to treat Ihe2003IBC Saction 230B.10_T.1;2003 IRC R802.10 2 18)Take precs Won to keep the chords In plans,arty bending or hvislIng of the hinge plate must be repaired betote the buJdn0 is put Into service. 19)Thefield-InstalledmerrbEtaareanhYegletpartofthetrussdesign.Retainadesignprofesslona116spectynnaIfieIdconnectlansandtemporarysuppons m Q Qt{1�j�1• , �(`?i AlIfloUltistalledmemborstnust be propoill fastened torlarto applying any loading to the trumThis design a rill lclpatesthe final setpcslbon. 20)Based on HMS85811 6 w'V a, 21)Updated lumber9 The professionalergneedn seat nrLcatesthat alicensed professional has revtewodtheileafwunderthe standards rererencedWWhlnthlsdaurrerd, 612E/2013riot necessadly the cultent sale building code.The engneedag seal Is•nol an approval to use In a specific state.The final determination on whether a truss design is acceptable undorthe locally adopted buldng code rest VAh the building official or designated appolydbe. A WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTUNE RD,NE PHONE(616)-364-6161 FAX(616)-365.0060 GRAND RAPIDS,)AI 49525 Thin building componenthas only been designed for the loads noted on this drawing. Construction and lifting farces have not been considered,The builder Is responsible for lifting methods and system design: Budder responspllhllesare dented under-TP11.This design is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically Appllcablity of design parameters and proper Incorporation of component Is responsibility of budding designer-not tuns designer.Bracing shown Is for lateral support of indlildual Web members orgy Additional temporary bracing to Insure stability during construction Is the responsibility of the erector Additional permanent bracing ofths overall structure is the responsibility of the budding designer.For general guidance regarding fabricalrcn,quality central,storage,delivery,erection and bracing,consult 00811-06 from the Woad Truss Council ofAmedcs and Truss Plate Institute Recornmenda6on arraflabte from WTCA,6300 Enterprise LN,Madison,W153719 i.isuppatllMilekSuppitemplatestufp tpe@ copyright 2013 hy!Unl'aersal Forest Products,Inc. Munev Homes- Inc. 8/01/2013 1.2,7.a UNIVERSAL FOREST PRODUCTS,INC. Job Tfuss Customrt MFG 66304 _ 1-110585819 SMP 212 The`profasslonai engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seat Is not an approval to use a design In a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. i��,�t►ltllllll�#rpy+l, Jixt�1 QQ Ct7� � G ifi�� tmw tr,�7vy� tir"•, µl. ht!.�+� rrr ��.f'�,�'`'J� ,1 $p,,,.'Z�'.9�} A,,r' lY rT "''°0 ��' Vey �. FF, 1 �1? ���' ,,,�• }.v♦ 1 ,�, ,� L l' EVN W. LU arl f ll%-%` i i I APPROVED DATE 9/18/13 PFS CORPORATION Bloomsburg, PA Corporatc,Mighiccring 2801 East I3eltline,NE Grand Rapids,MI 49535-9736 (616) 361-6161 Fax (616) 365-0060 lli'7�.C>}31T Muncv Homes, Inc. 8/0/2013 1.2.7.b h r Job FD sTruss Type Qty PlSMP 212 639,75 3000.6 HINGED COMMON 1 1 47-SINGLE BOX-14'-60!90 Job are a ce o Uona Universal Forest Products Inc,Grand Rapids,MI 49525,Peggy-Heckel, 7 330 a Feb 17 2012 Mft'ek Indusldes,Inc.Fn Jul 13 1449-23 2012 Page 1 of 2 This print replaces print Issued 7/e/12 Added cantilever detail. 7.0.4 4 6.10-a 1 0130005=IHC 2012 h� D130006-ISO 2003,2006,2009 bra 7.00 L12 2 1t T 10 Q/0 •y�Z SMH1eA APPROVED 1.4 it 13 DATE 10/26/12 2 PFS CORPORATION Sh1HIBA ?7r� elo-bug,PA 1,5x4 II 6 � 1 , $= sxs4Z:� ss t 7x at " �d 2e6 11 "See page 2 for cantilever detall4" �II ' 0-1-12 244 0.10.5 1.6.7 13.10.12 , Plate Offsets X ' 1.03.4 Ede 3:0-1-0 0-0-0 5 0-1-0 0-0-0 6.0-2-12 0-0-12 0-1-14 Ede 8.0 4 4 0.1-0 19.0-3-12,0-1-01 81`40ING:2-" SPACiNG:1-4-0` SPACING:1-0-0 SPACING 2-0-0 CSI DEFL In ((oc) Vdefi Ud PLATES, GRIP LOADING(psO LOADING(psr) LOADING(psQ Plates Increase 1.15 TC 0,83 Verl(LL) 0.38 8-9 X421 240_ MT20 1971144 TOLL 46.2 TOLL 69-3 TOLL 92.4 Lumbertncrease 1.15 BC 0.85 Vert(TL) -0.75 8-9 X216 180 MT18HS 010 (Ground Snaw--60,0) (Ground Snovr90.0) (Ground Snow--120 0) Rep Stress Ince YES WB 0.23 Horz(TL) -0 00 1 n/a n/a TCDL 7.0 TOOL 10.5 TOOL 14.o Code IBC2009/TP12007 BCLL 0.0 ` BOLL 0,0• BOLL 0.0' 1BC20031IBC2006- (Matrix) Weight:611b FT=20% BCDL 10.0 BCDL 15.0 BCDL 200 LUMBER BRACING TOP CHORD 2x4 SPF No,2'Except* TOP CHORD -Structural woad sheathing directly applied or 4-2-2 cc purLns. IN T3 2x4 SPF 165OF 1,5E BOT CHORD Rigid ceiling directly applied or 5-6-9 cc bracing BOT CHORD 2x8 SYP No.2 WEBS 2x3,SPFS(Ud REACTIONS (lb/sae) 7=69510.3.8 (min.0-1-8),1=69510-3=8 (min 0-1-8) MaxHorz7=229(LC8) bJ g ed4'L4d Max UpIift7=419(LC 10),1=-419(LC 9) MaxGrav7=926(LC 19),1=930(LC 18) ,��G FORCES (lb)-Maximum Compresslon/Mammum Tension TOP CHORD 4-'f0=-4741314,5-10=501/3i1,5-0=5291307,6.7=-040/143,1.2=-491/168,2-3�-607!329,3-11=5201329,4-11=-4721333 �V11V BOT CHORD 1-12---14414)0,12.1 3=-14 414 1 0,9-13=-1441410,8-9=-144/410,8-15=-144/410,14-15=-144t410,7-14=1441410 C} i fit Y Y G WEBS 2-9=-6391419,/3.8=-7461492 Q C) REQUIRED FIELD JOINT CONNECTIONS -Maximum Compressfan(lb)1Maximum Tension(lb)l Maximum Shear(lb)/Maximum Momant(lb4n) M M 4=3811334/31810 ty1 ��0, 4298c) NOTES (17-21) 1)'Dado:0-344 length x 0.0-12 deep dado,0-0-0,ta right edge from joint 7 an the bottom face. � 2)D'ado:03-14 length x 0-0-12 deep dado,044 to left edge from joint 1 on the bottom face. L •3)Wind.ASCE 7-05;120mph @241n o,c,;TCDL=1.4psf BCDL=2,0psf;(All.147mph @16in o.c,;TCDL=2.lpst BCDL=3:Ops/);(Aft.150mph @12in o.c.; l TCDL=Z8psf BCDL=4.0psq;h=31111;Oat.U;Exp C;enclosed;MWFRS(law-rise)gable end zone and C-C Eder(or(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRSfor reacilons-sham;Lumber DOL=1,80 plate grip DOL=1 33, 4)TCLL:ASCE 7-05;Pg=60,0 psf(ground snow);Ps 462 psi(roof snow),Category II;Exp C;Partially Exp,;C1=1,1 5)Roof design snmv load has been reduced to account for slope. E-signed by Kevin Freeman 6)Unbalanced snow loads have beemc6nsidered for this design. 7)This truss has been designed for basic load combinations,which include cases with reductlons,for multiple concurrent live loads. 1ti11illlif f, 8)AII'plates are MT20 plates unless`otherwise Indicated 0 0 f7►Ij, 9)Sea BEHIS DETAILS for plate placement. O� ...NSF ori 10)Provisions must be made,ta prevent lateral movement of hinged member(s)during transportation. �.�!(��•• F R •.eNl 11)A8 additional member connections shall be provided by others for forces as Indicated, ♦ •' ' �:J�°� r 12)This liuss has,been designed for a 10.0 psf bottom chord I ve load noncoricurrent with any other live loads. 13)`This truss has been designed fora live load of 20 Opsf on the bottom chord In aIl'areas where a rectangle 35.0 tall by 2-0-Ovide wih fit between the $Pew bottom chard and any other members. 14)Provide mechanical connection(by others)of Voss to bearing plate capa6(e of withstanding 419 Ib uplift at joint 7,and 419 Ib uplift at joint 1. :* : IM 15)Thls,lruss.has been designed in accordanceyvith the 2009 IBC Section 2303.4.6.2009 IRC Section 802.10.2; 16)'(n the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back,(B). J 17 This Inr65hasbeon dost nedin accordance m1111 the 2005 IBC Soo 2303 4,2,20W-,IRC Sec 802,10.2 10)This truss has peen desigried to mael the 20D3 IBC SecGori 2308,147,1:2003 IRC R802,10.2 �, 19)Take piecaution,to keep Ole,chorder in plane any bending or twisting of the hinge plate must be repaired before the,bu ld;ng is puLlnto service: °r'�C`•►.CE[)S �l" \ �� 20)apshovmptyi,fieldoab',r Installed'ina d ihambers are an integral part-of this design.To ensure proper performance,all field installed members must be installed prior to r'O'NA 21)Based on D 130064.Updated codes. 111111 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referencedwithin this dommmen 7113!2012 riotnecessadly thearran(state buitdmg'code"The engineering seal is not an approval to use in a specific stale.The final determination on whether a lass design Is acceptable under the IV-ally adopted building code rest with the building official or designated-appointee A WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST 0ELTLINE RD,NE PHONE(616)364.6161 FAX(616)-3650060 GRAND RAPIDS;Mi 49525 'This building compone6t has only been designed for(he loads noted on this drawing. Construction and lining forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPli.This design Is based only uporrparameters shown,and is for an individual budding component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-nol-truss designer.Bracing shown is for lateral suppdrtof individual web members only-Addrtionaldemporary bracing to Insure stability during consWction Is the responsibility of lhe•eractor,Additional permanent bracing of the overap structure is the respo6sibilitt y of the builoing designer,For general guidance regarding fabrication,quality control,storage,de(very,erection and bracing,consuR BCSI 1-06 from the Wood Truss Council or America and Truss Plate institute Recommendation available from WfCA,6300 Enterprise LN,Madison,W)53719 J.IsuppodUdekSuppllemplateslufRipa&opyright 2012 by:Universal Forest Products,Inc, Muncv Homes, Inc. 10/5/2012 2.2.12.a Job Truss Truss Type Qh' Pty SMP 212 63975 D130006 HINGED COMMON 1 1 47-SINGLE BOX-14'-60/90 '10"1eleence rootionan Universal Forest Products Inc,Grand Rapids,Ml 49W.Peggy Beckett 7.330 a Feb 1 4D12 Mi rel Industries,Inc.Fri Jul 13 14:4923 2012 Page 2 of 2 ALT.CANTIL_EVE_R_ DETAIL Ileft side only) ALT CAN'LEVER-DETAIL(Light std@-otly) 1' 9 Dio 3.2-0 Ca ewer 9 0 to 3.21E Cantilever REACTIONS REACTIONS Max Hoa9=229(LC 8) Max Upldt1=330(LC 9);9=-628(LC 10) Max Horz7=229(LC 8) Max Grav1=823 LC 18 9=1068 LC 19 Max UpIift7=314(LC 10),9=-666(LC 9) Max Grav7=802(LC 19),9=1104(LC 18) ALT,CANTILEVER DETAIL(both sides) 3' Z ' III I 1 _ " lam s t 9.2.0 REACTIONS Max Herz9=229(LC 8) Max Uplift9=-532(LC 10),10=-588(1-C 9), MaxGrav9=987(LC 19),10=1042(LC 18) APPROVED DATE 10/26/12 PFS CORPORATION Bloomsburg, PA The professional engineering seal Indicates that a licensed professional has reviewed the design under the.standards referencedwlthin this document, not necessarily the current state building code.The engineering seat is not an approval to use In a specific state.The final determination on whether a truss design Is acceptable under the focally adopted building code rest with the building official or designated appointee; A WARNING - Verify design parameters and READ NOTES Universal Forest Products,inc., 2001,EAST BELTLINE RD,NE PHONE(616)364-0161 FAX(816)355-0060 GRAND RAPIDS,MI49525 This building component has only beendesigned for the toads noted on this drawing, Construction and lifting forces have not been considered,The builder is responsible for lifting methods and system-design. Builder responslbilities;are defined under TPi1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded,vertically.Appilcability of design parameters and proper incorporation of component is responsibility of buikling designer-not truss designer.Bracing shown Is for lateral support of lndividuaf tveb members only.Additional temporary bracing to Insure stabiLty during construction Is the responsibility,of the erector.Additional permanent bracing or the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quarily,control,storage,delvery,erection and bracing,consult BCS]1.06 from the Wood Truss Council of America and Truss Plate Institute Recommendation availab]e from WTCA,6300 Enterprise LN,Madison,WI53719 J.IsuppoftlMile:cSuppUempWaslufp tpe o&opyright 2012 by.Universal Forest Products,Inc, Muncv Homes, Inc. 10/5/2012 2.2.12.b UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer }rFG 63975 D130006 SMP 212 The professional engineering seal Indicates that a licensed professional has revrewed the design under the standards referenced within thls,document,not necessarily the current stare building code:The engineering seal is not an approval to use a design in a specific stale.The final determination on Whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. ' ,,,,Irrlrrrrrrrrrr Y r FR :'C O� A1q' W yV F � �.�.F�r� f N H,q ��p,E f• ?�1; ?to KEV N W, �i `�rw �Z ,tu• E MA '. r. � `V Pro icatlon.fhereby cert;ythat • OF 4,'a� ese ntS were prepared orappro'red e,and ttutl ama duh/rwensedprofessiorul NAI—sf� Y� >B FI t)�'� **1 Y (4, G V' engineer under the lam of the State of�Narylan3 1b �`S�PNAL v� Ltceroeho25531.6plfalonDate.1Q=012 �I0,01AWEq�T 0� 'REGISTERED 1%,- G ' PROFESSIONALNN KEVIN R- MAN 9�— E +"rs APPROVED DATE 10/26/12, PFS CORPORATION Bloomsburg, PA Corporate Engincol ing 2801 East Beltline,NE Grand Rapids,MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 Muncv Homes, Inc. IUA&qq, 2.2.12.c JOB PRE-31994 SHEET NO 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 7/30/2015 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 WON UVARIf Design Criteria Warning- 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 way. Location: _ NY 120mph:Exp C"or less , yi Buildinq Description: 4 , f - It Residential Two Story-, Modular Wood Frame Construction a` � _3 t�t Codes: 08/03/15 2010 New York'Residential Code 2005 NDS ' ASCE 7-05 Building Importance Category II Seismic Criteria Seismic Design Category(SDC) B• ' Short period design spectral response acceleration (SDs) 0:32 Seismic Importance Factor 1.00 Basic Wind Speed Vasd = 120 mph Exposure= C Wind Exposure Adjustment Factor Wind Importance Factor 1.00 Snow Load Ground Snow Load = -35 psf Snow Importance Factor 1.00• s >N JOB PRE-31994 SHEET NO 2 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Criteria Cont. ' Floor Diaphragm Aspect Ratio Length of side (L1)(house width) _ ''27.5 ft. f1p 9 ( 2)( length) _ i�` afi a Length of side L house len th ' 60' ft. L2& L, _ ;2,2':1 < 3 1 OK 08/03/15 Max Mean Roof Height= 25, ft. Exposed Foundation Height= 1 ft. Roof Framing Span (Horizontal Projection) = 13.75 ft. Roof Framing Spacing = 16 in. o.c. Roof Overhang Length = 1 ft. Roof Slope= 7 Al , Roof Diaphragm Aspect Ratio Length of side (Ll')(width) = 27;,5 ft. Length of side (L2)(length) = 60 ft. Roof/Ceiling Assembly Dead Load = 15 psf Roof Framing Type= Truss Truss ID# HM585819 & D130006 Max Uplift-at Marriage Wall 571 lbs per truss ,Max Uplift at'Sidewall,Wall', ,419 lbs per truss a JOB PRE-31994 SHEET NO 3 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 9 ft 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications = 2x6 SPF#3. Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 9 ft 2nd Story Shearwall Height= 8 ft 08/03/15 1st Story Wall Length Available for Full Height Sheathing Bline 1: 23.75 ft. Lline A 42.33 ft. Bline 2 18.25 ft. Lline B 21.80 'ft. 1st Story Maximum Unrestrained Opening Height Hline-1: 84 . in. Hline A , 84 ,in. Hline 2 84 ' in. Hline B 84' in. 2nd Story Wall Length Available for Full Height Sheathing Bline 1. 27.50_ ft. Lline A 31.90 ft. Bline 2 27-50 , ft. Lline B 24.00 ft 2nd Story Maximum Unrestrained Opening Height Hline 1 -0, in. Hline A. _66 in Hline-2 0 in. Hline—B,' ,66 in. JOB PRE-31994 SHEET NO 4 OF 44 CALCULATED BY, DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections Budding Width = 27.5 ft Roof Framing Spacing = 16 in, o c Roof/Ceiling Assembly Dead Load = 15-- 'psf Roof Span = 13,75 ft. Amount of load to be subtracted per Story= {[(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load}x 0.6 _ { [(13.75 ft / 2) x 10 psf] + '60 plf} x 0 6 = 77', - plf 3 Sec Gust Wind Speed = 120, mph Vertical Design Wind Pressures See pages 13A thru 13C for pressure calcs. Windward Uplift Pressure= 27.834 psf Leeward Uplift Pressure= 27,834 psf Overhang Wind Uplift Pressure= 42.562 psf Roof to 2nd Story Wall Connection Load = 314 pIf o '#1` z gg _ ..2n all to 1st Story Wall Connection Load = ,314 plf - 77 plf= 237- ;plf 08/03/s15 1st Story Wall to Foundation Connection Load = 237 plf 77 -plf= 160 plf w JOB PRE-31994 SHEET NO 5 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) 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 Roof Truss to 2nd Story Wall Stud Connection Connector: Simpson Strong4ie MTS1,8 Fastener- (6).0.148inx1.5in.nails each end Allowable Load = 737 Ib Req'd Uplift Req'd Provided Load Spacing' Spacing 314 pif 28 in. 16 in. 08/03/15 W JOB PRE-31994 SHEET NO 6 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift.Connections (cont'd) 2nd Story Wall Stud,to 2nd Story Floor Band Connection - line_A& lin'e_B J Connector: 7/16" OSB/PLY overlap 2 rows,.of 0.131!'x2.5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 314 ' plf 7 in o c ;6 in o.c. line_B 314 plf 7 in o.c. 6 in o.c 2nd Story Wall Stud to 2nd Story Floor Band Connection - line_1& line-2 Connector: 7/16" OSB/PLY overlap 2.rows.of 0.131"x2.5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 '210 plf 6 � in o.c. - 6" in o.c. line-2 210' plf -6 , in o.c. 6 � in o c 2nd Story Floor Band to 1st Story Ceiling Band Connection -line_A& line—B Connector- 7/16" OSB/PLY'overlap '2 rows of 0A31"x2:5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line A 237 Of 10 in o.c. 6 in o c line_B 237 plf 10 in o.c :6 in o.c. r . 2nd Sfo�y F)bor Band to 1 st Story Ceiling Band Connection - line_1 Mine Connector ,7/16" OSB/PLY overlap 45i 4i 2 rows of_'0 131"x2-5" Nails-, Allowable Load = 192- Ib Req'd Uplift Req'd Provided 'w >' Load Spacing Spacing line_1 210 plf '6 in o.c. ;6 in o c 08/03/15 line-2 210 plf �6 in o.c. '6' , in o c 1st Story Ceiling Band to 1st Story Wall Stud Connection -line_A& line_B Connector 7/16"OSB/PLY overlap 2 rows of 0.131"x2.5" Nails Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 237 'plf 10 in o.c. i 6 in o.c. line_B .237 plf 10 in o c. ,6 in o.c. 1st Story-Ceiling Band to 1st Story Wall Stud Connection -line-1& line-2 Connector ,7/16" OSB/PLY overlap 2 rows of 0.131"x2.5" Nails Allowable Load = 192 µ Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 210 �plf 6' in o.c. 6 in o c. line—2 210 plf 6 in o.c. *,'6 in o.c. W - i .JOB PRE-31994 SHEET NO 6A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) 1st Story Wall Stud to Floor Band Connection Connector: 7/16 QSB/PLY overlap floor rim joist 6" Fastener. 0.131 in x2-1/2ih,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 lineA 226- pif .6 ' in o c. line—B, 504 plf 4 in. o c. line-1 0, plf 6 in. o.c. line-2 0 plf 6 in. o.c. r _ ! L,Y4 fff3 08/03/15 JOB PRE-31994 SHEET NO 7 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections-(cont'd) Design 1st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with Connector: -7/16" OSB/PLY overlap sill plate 1.59 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 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing line—A 226 plf 5 in. o.c line_B 504 plf 2 in. o.c. line—I 0 plf 3' in. o.c. line-2 ,0 plf 3 in. o.c. s ; 4e;; 4 ...5 ✓ �y '^'fr „�dF 08/03/15 JOB PRE-31994 SHEET NO 8 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Single Shear Staple Capacity w/min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.4375 in Side member thickness Fyb = ;100000'psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2' Reduction Term-See Table 11 3 1 B Ss = OSB/PLY Side member species Re = 0:7791`:= Fem/Fes Ms = `SPF Main member species Rt = 2.2857'= Im/Is SG = 16 Staple Gage Im = ; r 1 ,in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.4375 in side member dowel bearing length Fem = 3350- psi main member dowel bearing strength Fes = 4300 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4 ;lbs Im Zlm= D x Im x Fem x CD = 153.5 Ib Rd Is Zis= D X Is X Fes X CD = 86.2 Ib _ R µ I I Zii= k1 X D x Is X Fes x CD = 54,5 Ib ."' ` rc- Rd lllm Z111m= k2 X D x Im X Fem X CD = 56'.3 Ib (1+2Re)x Rd Ills Ziiis= k3 x D x Is x Fem x CD = '3316: Ib (2+Re)X Rd 08/03/15 IV Ziv= D2 X 2 x Fem x Fyb (1/2) = 20.2 Ib Rd 3 x(1 + Re) Minimum Shear, Zmin = 20.2 Ib Notes: Ki = [Re+ (2Re2 X(1+Rt+Rt2)) +(Rt2 X Re3)1(U2)-[Re X(1+Rt)l = ' 0 6, ; (1+Re) K2 = -1 + (2 x(I+Re)) + 2F b x(1+2Re)x DZ (112) _ 0.9 3Fem X Im2 K3 = -1 + (2 x(1+Re)) + 2F b x(2+Re)x D2 (112) Re 3Fem X Ise 0 JOB PRE-31994 SHEET NO 8A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE s, 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 = 100000 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 = 010542 = Fem/Fes Ms = SPF Main member species Rt = _27.778'= In,/Is SG = 16 Staple Gage Im = ;1 ' in main member dowel bearing length CD = 16 Load Duration Factor Is = 0.036 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = 61850, psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations. Zstaple=2 Legs x Zmin Mode Shear Zstaple= 52.5 lbs Im Zlm= D X Im x Fem x CD = 153.5. Ib Rd is ZIs= D x IS X Fes x CD = 102_01 Ib Rd II Zu= k1 x D x Is x Fes x CD = ; 62.8 Ib "`"q ', Rd IIIm illmZ ` 2 m em x D k xDxl xF C = 66.7 Ib — (1+2Re)x Rd ' _ ills ZIIIs= k3 x D x Is x Fem x CD = 31.8 Ib (2+Re)x Rd 08/03/15 IV Zlv= D2 x .2 x Fem x Fyb ('/2) = 26.3 Ib V Rd 3 x(1 + Re) Minimum Shear, Zmin = 26:3 Ib Notes: K, = [Re+ (2Re2 X(1+Rt+Rt2)) + (Rt2 X Re3))(")-[Re X(1+Rt)] _ 0.6 (1+Re) K2 = -1 + (2 X(1+Re))+ 2F b x(1+2Re)x DZ (1/2) _ 0.5 3Fem X Im2 K3 = -1 + PRe +Re)) + 2F b x(2+Re)x D2 (V2) _ 11.8. 3Fem X Ise r ` JOB PRE-31994 SHEET NO 9 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= ,0.0598 in Strength of Steel = ' 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.5 -,-in Thickness of fastener= '0.1310'in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 1768`.3 Ib 0.131"x2.5" Nail Capacity Shear Z= . 83 Ib NDS Table 11 P Load Duration Factor= 1.6 Jor wind Adjusted Fastener Capacity= 132.8 ,Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= :14 ' nails each end of each strap 08/03/15 JOB PRE-31994 SHEET NO 9A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 'O.6359-'in Strength of Steel = -36 -- ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 9'.25 in Thickness of fastener= 0:1310,in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener) x Strength of Steel x Strength Reduction Factor= Capacity of Strap= -'867,72 Ib 0.131"x2.5" Nail Capacity Shear Z= -81 Ib NDS Table 11 P Load Duration Factor= 16 for wind Adjusted Fastener Capacity= 129.6 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 nails each end of each strap S _ , "'C.' ?.ice=$5� :+"•"�,`"a ,ps 08/03/15 JOB PRE-31994 SHEET NO 10 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Loads Truss ID# ,HM585819 Max Uplift at Marriage Wall = _ 571 lbs , Unit Uplift Load = 385 . plf Roof to 2nd Story Wall Connection Load = 385 plf - 08/03/15 2nd Story Wall to 1st Story Wall Connection Load = 385 plf 59 plf= '326 ',' plf Wall to Girder Connection Load = 326 plf 59 plf= 2.67 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 {[(13:75 ft / 2) x 10 psf] + 30 plf} x 0.6 = 59 plf JOB PRE-31994 SHEET NO 11 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design Roof Truss to 2nd Story Wall Stud Connection Connector- Simpson Strong Tie.LSTA12, Fastener: - (10.) 0.148"x2.5""nails =(5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 385 plf 25 in 16 in o 08/03/15 JOB PRE-31994 SHEET NO 11A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 6 y f` 2nd Story Wall Stud to 2nd Story Floor Band Connection Connector: Simpson.Strong-Tie LSTA12 08/03/15 , Fastener: 0 0)�O�148inx2.5[,n nails .(5 each,end of.strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 326 plf 29 in. 16 in. 2nd Story Floor Band to 1st Story Ceiling Band Connection (One Side Only) Connector. Simpson Strong Tie LSTA15 Fastener: (12) 0148inx2.5in nails (6,each'end of strap) Allowable Load = ,950 Ib Req'd Uplift Req'd Provided Load _Spacing Spacing 652 plf '17 in. 16 in. JOB PRE-31994 SHEET NO 11 B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 1st Story Ceiling Band to 1st Story Wall Stud Connection Connector. Simpson Strang-Tie LSTA12 Fastener- (10) 0.148inx2.5in_nails (5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 326 Of 29 in. 16 in. • �k •t ,,?• `mac '. :iSd�pr 1st Story Wall Stud to Floor.Girder Connection 08/03/15 Connector: -Simpson Strang-Tie LSTA12 Fastener: (1 0) 0.148"x2.5" nails , (5 each end of strap) Allowable Load = 795- Ib for SPF Req'd Uplift Req'd Provided Load Spacing Spacing 326 plf 29 in. 16 in. Floor Girder to Foundation Connection Req'd Uplift Load 267 plf per box JOB PRE-31994 SHEET NO 12 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Uplift Connections(cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 Nominal Tensile Stress Ft= 250 psi ANSI /AF&PA NDS Table 4A Load Duration Factor CD= 1,6 ANSI /AF&PA NDS Table 2 3 2 Size Factor CF= 1.3 ANSI /AF&PA NDS Table 4A Allowable Tensile Stress F; = Ft CD CF= 52Q psi ANSI /AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 ,in Allowable Tensile Load Pt= Fi A= 4290 Ib > 419 Ib OK F t �'4'+;•s • �a tf 08/03/15 L JOB PRE-31994 SHEET NO 12A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections Capacities a, imr:1 j Design 1st Story Module to Sill Plate Connection , Assume Typical Connection made with ;,R '?; _ V 0.1.31"x:3"toenails. ` ^ a< ^M= Specific Gravity of MemberF�i) G= 0:42 �< w Thickness of Member is= . 1.50;'�In. 08/03/15 Nominal Lateral Capacity of Nails in Single Shear Z= 82- , Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Cts_ '0-.831, ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cts = 109 Ib ANSI /AF&PA NDS Table 10.3 1 0.131",x 3"toenails. 2"o c nails = ,'109 ;lb x 12 in/ft/ 2 in o c = 653 ,;,i plf 3" o.c. nails = 109'� lb x 12 in/ft/ 3 in o.c = _ 435 ;;plf 4"o.c. nails = 109, 'Ib x 12 in/ft/ 4 in o.c = 326 , Of 5"o c. nails = 1,09 ,1 Ib x 12 in/ft/ 5 in o.c = ;261 iplf 6"o.c. nails = 1'09 Ib x 12 in/ft/ 6 in o.c = 21,7„ plf 0.131"x'3" Nail8:, Z' = Z CD = ; 131 '. Ib 2 rows of 0.131"x3" nails at 4" o.c. = 13;,i ;Ib x 12 in/ft/ 4 in o.c x 2 = 787., plf 2 rows of 0.131"x3" nails at 5"o c. = 131 ;Ib x 12 in/ft/ 5 in o.c x 2 = ,629''- Of 2 rows of 0.131"x3" nails at 6"o.c. = 1131 Ib x 12 in/ft/ 6 in o.c x 2 = :524 'plf 2 rows of 0.131"x3" nails at 7" o.c. = 131 Ib x 12 in/ft/ 7 in o.c x 2 = 449.,-plf 2 rows of 0.131"x3" nails at 8',' O.C. _ 131 lb x 12 in/ft/ 8 in o.c x 2 = 393 • plf 3 rows of 0.131"x3" nails at 4" o.c. = 131 Ib x 12 in/ft/ 4 in o.c x 3 = '1180 plf 3 rows of 0.131"x3" nails at 5" o.c. = ° A31' Ib x 12 in/ft/ 5 in o.c x 3 = ' '944' plf 3 rows of 0 131"x3" nails at 6"o.c. = 131 Ib x 12 in/ft/ 6 in o.c x ^,3 = 787 plf 3 rows of 0.131"x3" nails at 7" o.c. = 131 Ib x 12 in/ft/ 7 in o.c x 3 = ;,674 plf 3 rows of 0.131"x3" nails at 8" o.c. = 131 . Ib x 12 in/ft/ 8 in o.c x 3 = '590 plf JOB PRE-31994 SHEET NO 13 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch = 7i12 Roof Height= 9:0208 ft Roof Span = 1-3.75 ft, 3 Sec Gust Wind Speed = - 120- mph Wind Exposure= C- Max Wall Height= -9 ft Wind Importance Factor End Zone Length= ;;;6:00 ft Building Length = ,-,,60 ,ft Floor/Ceiling Depth = 1,:8 ft Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge = i26:29 psf See Page 13A& 136 for pressure calcs. Roof Pressure Perp to Ridge= 20.32 psf Wall Pressure Parallel to Ridge= 26'.29= psf Roof Pressure Parallel to Ridge= 271,83 psf rte; >~' C 7 1. ,.. .:moi 08/03/15 Perpendicular to Ridge Roof Diaphragm Load _ (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 288 plf Floor Diaphragm Load [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = 27. 1 _ plf Parallel to Ridge Roof Diaphragm Load (Roof Hor. Press. Par.x Roof Height_/2) + (Wall Hor. Press. Par. x Wall Height/2) Roof Diaphragm Load = ; ; 23! plf Floor Diaphragm Load [Wall Hor. Press. Par. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 271 pif JOB PRE-31994 SHEET No. 13A of 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch= ; 7:12-- Roof Height= 9:0208 ft Roof Span = 13.75 ,ft. 3 Sec Gust Wind Speed, V= 120" mph Wind Exposure= G Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1.00 End Zone Length = 6.00, �ft Building Length, L= 60 ft Floor/Ceiling Depth = 1.8,'':ft Mean Roof Height, h = 25 ft Building Width, B= 27.5 ft qz= 0.00256KzKztKdV21 KZ= 0.94", Per Table 27.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) �r Kd= 0.85; _ Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. 3' a.� y + ' V, qZ= 29.454 psf G = 0.85 for rigid structures Perpendicular to the Ridge 08/03/15 CPWW= ` 0.8' Windward Wall Exterior Pressure Coefficient CP1W= -0:25' Leeward Wall Exterior Pressure Coefficient Cpwr_ 422- Windward Roof Exterior Pressure Coefficient CPir_ -0.60' -0.6 - Leeward Roof Exterior Pressure Coefficient Parallel to the Ridge CPWW= 0,8, Windward Wall Exterior Pressure Coefficient CPiW= -0,25, Leeward Wall Exterior Pressure Coefficient Cpwr= =70.9,Q, -018 Windward Roof Exterior Pressure Coefficient Cpir_ -0.90 - --0.18--, Leeward Roof Exterior Pressure Coefficient GCP,= 0.18 -0.18,- J JOB PRE-31994 SHEET NO 13B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch = 7;12 Roof Height= 9.0208 ft Roof Span = 13.75 3 Sec Gust Wind Speed, V= 120, mph Wind Exposure= 'C Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1.00: --4 End Zone Length = 6.00''; ft Building Length, L = 60 ft Floor/Ceiling Depth = 1.$ ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ,ft 29.454 < qZ- ,psf G- 0:85 for rigid structures a' -� •;_ ;•-� MWFRS-Wind Perpendicular to.Ridge Walls 08/03/15 Wlndwa�rd P= ( 29.454 psf x 0.85 x 0.8 ) - 29.454 psf x 0.18 ) = 14.7 psf P= ( 29.454 psf x 0.85 x 0.8 ) - 29.454 psf x -0.18 ) = 25 3 psf Leeward p= ( 29.454 psf x 0.85 x -0.25 ) - 29.454 psf x 0.18 ) _ -11.6 psf P= ( 29.454 psf x 0.85 x -0.25 ) - 29.454 psf x -0.18 ) _ -1.0 psf Roof Windward p= ( 29.454 psf x 0.85 x -0.22 ) - 29.454 psf x 0.18 ) _ -10.9 psf P= ( 29.454 psf x 085 x -0.225 ) - 29.454 psf x -0.18 ) _ -0.3 psf Leeward P= ( 29.454 psf x 0.85 x -0.60 ) - 29,454 psf x 0.18 ) _ -20.3 psf p= ( 29.454 psf x 0.85 x -0.60 ) - 29.454 psf x -018 ) _ -9.7 psf Overhang Pressure p= CIGCpwindwardroof+gGCpwndwardwall p= ( 29.454 psf x 0.85 x 0.80 ) -( 29.454 psf x 0.85 x -0.22 ) = 25.7 psf JOB PRE-31994 SHEET NO 13C OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch = 7;12 Roof Height= '.9.0208_ft Roof Span = 13.75 'ft, 3 Sec Gust Wind Speed, V= 120' mph Wind Exposure= C Wind Exposure Adjustment Factor Max Wall Height= 9"" ft Wind Imp. Factor, 1 = -1-.00.. End Zone Length = &00 ft Building Length, L= . 60. ft ; "w z t Floor/Ceiling Depth = 1.8 :ft Mean Roof Height, h = 25 ft ` � Building Width, B = 27.5; ft }{ � `j. R R qZ= 29.,454 psf G= 0.85 for rigid structurestWs a } R ¢ ,. , s .y, P=gGCp-gi(GCpi) MWFRS-Wind Parallel to Ridge Walls 08/03/15 Windward P= ( 29.454 psf x 0.85 x 0.8 ) - 29.454 psf x 0.18 ) = 14.7 psf P= ( 29.454 psf x 0.85 x 0.8 ) - 29 454 psf x -018 ) = 25.3 psf Leeward P= ( 29.454 psf x 0.85 x -0.25 ) - 29 454 psf x 0.18 ) _ -11.6 psf P= ( 29.454 psf x 0.85 x -025 ); 29 454 psf x -0.18 ) _ -1.0 psf Roof Windward P= ( 29.454 psf x 0.85 x -0.90 )- 29.454 psf x 0.18 ) _ -27.8 psf P= ( 29.454 psf x 0.85 x -0.90 ) - 29.454 psf x -0.18 ) _ -172 psf Leeward P= ( 29.454 psf x 0.85 x -0.90 ) - 29 454 psf x 0.18 ) _ -27.8 psf P= ( 29.454 psf x 085 x -0.90 ) - 29.454 Psf x -018 ) _ -17.2 psf Overhang Pressure- P= gGCpwindwardroof+gGCpwindwardwall P= ( 29.454 psf x 0.85 x 0.80 )-( 29 454 psf x 0.85 x -0.90 ) = 42.6 psf JOB PRE-31994 SHEET NO 13D of 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-C&C Roof Pitch= ,,7-12' Roof Height= 9.0208 ft Roof Span = 1_3.75, ft, 3 Sec Gust Wind Speed, V= 1,20 mph Wind Exposure= G Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1'.00 ' End Zone Length = "x',6.00 ''ft Building Length, L= 60.- ft Floor/Ceiling Depth= 1.8,; ft Mean Roof Height, h = 25,,.' ft Building Width, B = 27.5 - ft qz= 0.00256KzKztKdV21 KZ= 0.94 Per Table 30.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) , 71 Kd= -0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. s'" qZ= 24.454' psfX. &`,, `" Mf P=gGCp-q,(GCp,) M " 08/03/15 G = -0,85' for rigid structures Walls Per Figure 30.6-1 7-10 and per Figure 6-17 7-05 Cp4+= :' -`1,00 Zone 4 Positive Cp4__ -1'.10 , Zone 4 Negative Cps+_ - 1.00 " Zone 5 Positive Cps__ 4.39; ; Zone 5 Negative Roof Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11B,C&D 7-05 Cpj+_ ;'_0.87 Zone 1 Positive Cpioh+= 0,87 Zone 1 OH Positive Co-_ -0,94 Zone 1 Negative Cp1oh__ -0.94; Zone 1 OH Negative Cpl+= Q:87 Zone 2 Positive Cp2on+= 0.871 - Zone 2 OH Positive Cpz__ „ -1,1,-4- Zone 2 Negative Cp2oh__ -1.94 Zone 2 OH Negative Cpi+_ 0.87 Zone 3 Positive Cp3oh+_ - 0.-87 Zone 3 OH Positive Cpi__ 4.'i4- 1 Zone 3 Negative Cp3oh_= 1.94" Zone 3 OH Negative GCp;_ -0.18 "'-0.18 • JOB PRE-31994 SHEET NO 13E OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-C&C Roof Pitch = _ 7.12 Roof Height= 9;0208-ft Roof Span = 13:75; ft. 3 Sec Gust Wind Speed, V= 120, mph Wind Exposure= C Max Wall Height= -9 ' ft Wind Imp. Factor, I = 1•.00 = " End Zone Length = 6 OU" ft Building Length, L ft y� '.' w w �.' Floor/Ceiling Depth = 1.8 ' ft Mean Roof Height, h = '25' _ft £', x>;`= 'w ✓ :. . Building Width, B = 27�5'_ ft qZ= 29,4.54 psf G = 0.85' : for rigid structures ' " ' Walls Zone 09/03/15 p = ( 29.454 psf x 0.85 x . 1.00 ) - 29.454 psf x 0.18 ) = 19.6 psf P = ( 29.454 psf x 0.85 x 1.00 ) - 29.454 psf x -0.18 ) = 30.2 psf P = ( 29.454 psf x 0.85 x -1.10 ) - 29.454 psf x 0.18 ) _ -327 psf P = ( 29.454 psf x 0.85 x -1 10 )- 29.454 psf x -0.18 ) _ -221 psf Zone 5 P= ( 29 454 psf x 0.85 x 1.00 ) - 29 454 psf x 0.18 ) = 19.6 psf p= ( 29.454 psf x 0.85 x 1.00 )- 29.454 psf x -0.18 ) = 30.2 psf P= ( 29.454 psf x 0.85 x -1.39 )- 29.454 psf x 018 ) _ -40.1 psf P= ( 29.454 psf x 0.85 x -1.39 )- 29.454 psf x -0.18 ) _ -29.5 psf Roof Zone 1 P = ( 29.454 psf x 085 x 0.87 )- 29.454 psf x 0.18 ) = 16.4 psf P= ( 29.454 psf x 0.85 x 0.87 ) - 29.454 psf x -0.18 ) = 27.0 psf P = ( 29.454 psf x 0.85 x -0.94 ) - 29.454 psf x 0.18 ) _ -28.7 psf P = ( 29.454 psf x 0.85 x -0.94 )- 29.454 psf x -0.18 ) _ -18.1 psf Zone 2 P= ( 29.454 psf x 0.85 x 0.87 )- 29 454 psf x 0.18 ) = 16.4 psf p = ( 29.454 psf x 0.85 x 0.87 )- 29^454 psf x -0.18 ) = 27.0 psf p = ( 29.454 psf x 0.85 x -1.14 ) - 29.454 psf x 0.18 ) _ -337 psf P= ( 29.454 psf x 0.85 x -1.14 ) - 29.454 psf x -018 ) _ -23.1 psf Zone 3 P= ( 29.454 psf x 085 x 0.87 )- 29.454 psf x 0.18 ) = 16.4 psf p= ( 29.454 psf x 0.85 x 0.87 )- 29.454 psf x -0.18 ) = 27.0 psf p= ( 29.454 psf x 0.85 ' x -1.14 ) - 29.454 psf x 0.18 ) _ -33.7 psf p= ( 29.454 psf x 0.85 x -1.14 )- 29.454 psf x -0.18 ) _ -23.1 psf JOB PRE-31994 SHEET NO 13F -OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-C&C Roof Pitch = 7!12 Roof Height= '9.0208:_ft Roof Span = 13.75-'ft. 3 Sec Gust Wind Speed,V= '120- mph Wind Exposure= C__ MaxWall Height= 9 ft Wind Imp. Factor, 1 = 1.00 End Zone Length = 6.00 ft Building Length, L= -66,,, ,ft Floor/Ceiling Depth = 7.8. ;ft Mean Roof Height, h = 25 ft Building Width, B = 27.5_ ft qZ= 29.4-54;psf G= 0.85 for rigid structures p= gGCP-q,(GCP,) teS 5 w1.Gh.ev ` �.iir�S gY 08/03/15 Roof OH Zone 1 OH P= ( 29.454 psf x 0.85 x 0.87 ) - 29.454 psf x 0.18 ) = 16.4 psf P= ( 29.454 psf x 0.85 x 0.87 ) - 29.454 psf x -0.18 ) = 27.0 psf P= ( 29.454 psf x 0.85 x -0.94 ) - 29.454 psf x 018 ) _ -287 psf P= ( 29 454 psf x 0.85 x -0.94 ) - 29.454 psf x -0.18 ) _ -18.1 psf Zone 2 OH P= ( 29.454 psf x 0.85 x 0.87 ) - 29 454 psf x 0.18 ) = 16.4 psf p=( 29.454 psf x 0.85 x 0.87 ) - 29 454 psf x -0.18 ) = 270 psf P= ( 29.454 psf x 0.85 x -1.94 ) - 29 454 psf x 0.18 ) _ -53.8 psf P= ( 29.454 psf x 0.85 x -1.94 ) - 29.454 psf x -0.18 ) _ -43.2 psf Zone 3 OH P=( 29.454 psf x 0.85 x 0.87 ) - 29.454 psf x 0.18 ) = 16.4 psf P= ( 29.454 psf x 0.85 x 0.87 ) - 29.454 psf x -0.18 ) = 27.0 psf P=( 29.454 psf x 0.85 x -1.94 ) - 29.454 psf x 0.18 ) _ -53.8 psf p= (. 29.454 psf x 085 x -1.94 ) - 29 454 psf x -0.18 ) _ -432 psf V JOB PRE-31994 SHEET NO 14 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-Wind (cont'd) Reference Sheet 13 for wroof&wfloor calculations ___Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = 288 _'plf wroof = 231 plf wfloor= , '271 plf wfloor= 271_ plf L= 60 ;ft. B = 27.5 ft. Vroof=wroof x L= 17309-Ib Vroof=wroof x B =!; 6344,,:Ib Vfloor=wfloor x L= 16246 Ib Vfloor=wfloor x B = '7.446' Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B = _ 315 plf vroof=Vroof/2/L= 53, Of vfloor1 =Vroof+Vfloor1 /2/B = 610:' Of vfloor1 =Vroof+Vfloor/2/L 15 plf vfloor2=Vroof+ [2 x(Vfloor/2/B)] _, 815 plf vfloor2=Vroof+ [2 x(Vfloor/2/L)] = 177' plf b� 08/03/15 JOB PRE-31994 SHEET NO 15 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections-Seismic(confd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= ';26409:; Ib R= '„6.5 ,j Table 12.14-1 Wswall= 14400 Ib Fa= 1`.4, Section 12.14.8.1 Wewall= 6600 Ib F= 1.1 !Section 12.14.8.1 Wgable= 1650 Ib SOS = '0.32- Secction 114 1 Wfloor= ,41250; Ib 1 = 11,00 i Seismic Importance Factor Wtotal= 90300 Ib ;y ., •+.,cif -;"+,,,,'sysy> Seismic Base Shear,V: Section 12.14.8.1 -- tit o V= F X SDs x Wtotal x I = = 4890 Ib t, Vertical Distribution, Fx: Section 12.14.8.2 F, = w, x V 08/03/15 Wtotal Fx roof= 1430'. :Ib Floor Diaphragm Load= 4890 !lb Fx floor1 = 298,1 'Ib Fx.floor2= 4890 Ib Diaphragm Unit Shear Capacity Requirements B= 27.5, ,:ft. L= „ -60 , ft. Perpendicular to Ridge Wind Parallel to Ridge vroof= Fx.roof 12/B= ';26pif vroof= Fx roof/2/L= 12plf 1st floor down from roof vfloor1 = Fx.floor1 /2/B= .54 plf vfloor1 =Fx.floor1 /2/L= _ - 25 plf I vfloor2= Fx.floor2/2/B= 89- plf vfloor2=Fx.floor2/2/L= 41, j. plf � r JOB PRE-31994 SHEET NO 16 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE 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: 27.50 ft. %line_1= 100 , Bline_2 27.50 ft. %line_2= 100 Shearwall Unit Shear Capacity Vwall line 1=Vroof 12 Bline 1 Vwall line I= -0,i 0 11539 Ib /(2 x 27:50' ft) Vwall line 1= 210 plf Wind Controls Vwall line—2 =Vroof/2 Bline_2 Vwall line-2 = 0 '' 'r" 0 11539 ;Ib /(2 x 27.50'r ft.) Vwall line-2= ,210 ;plf Wind,Contirol`s Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline_A,,311:90, ft. %line A= 53, - Lline B' 24.00 ft. %line B= 40 Shearwall Unit Shear Capacity Vwall line—A=Vroof/2 Bline A Vwall line A= Q' 0 ' _ 6344 Ib /-(2 x 31.90 ft.) Vwall line A= 99- plf -Wind,Controls ' Vwall line-13=Vroof/2 Bline_B Vwall line_B= ; ' 0 0 6344 Ib /(2 x 24.00 ft.) Vwallline_B= 132, �plf 'Wind:,Controls {'fix,R'/` ..,§ • *i 08/03/15 JOB PRE-31994 SHEET NO. 16A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_1: ;23.75 ,ft. %line_1= 86 Bline 2 18.25- ft. °/aline 2 = 66 Shearwall Unit Shear Capacity Wall line_1= (Vroof+Vfloor)/2 Bline_1 Wall line_1= 0 0, '11539 Ib + 10831;, Ib /(2 x ,23,75 ft.) Vwall line_1= -471-='plf Wind Controls _ Vwall line-2= (Vroof+Vfloor)/2 Bline_2 Wall line_2= 0 ', ;0 I 11539 Ib + ' 1'0831' Ib /(2 x .'18:25 ft.) Wall line—2 = 613 ,,pif Wind,,Controls Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 42.33- ft. %line P 71 , Lline B 21,.80- ft. %line E- -55- Shearwall Unit Shear Capacity Wall line_A= (Vroof+Vfloor)/2 Bline_A Vwall line A= 0 0 ,6344 Ib + --74461- ,Ib /(2 x 42.33 ft.) Vwall line A= 163 plf Wind,Controls,, Vwall line_B= (Vroof+Vfloor)/2 Bline_B 0 ,0 � 634,4 Ib + 7446 Ib ','21.80, ft.) Vwall line_B= ;�' '� ,, /(2 x , Vwall line B= 316 plf Wind Controls - t �1 r yj/ v N€,'V #t 08/03/15 - 4 JOB PRE-31994 SHEET NO 16B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline 3: - 5.33 ft. %line 3= 19' Bline 4,-10.90_'ft. %line 4= 40 - Shearwall Unit Shear Capacity Vwall line_3= (Vroof+Vfloor)/2 Bline 3 Vwall line-3= 0" 0 .2885 Ib + ; 0 Ib /(2x "5':33 ft.) Wall line 3= ,271, plf Wind Controls , Vwall line-4= (Vroof+Vfloor)/2 Bline 4 Vwall line—4= 0'" 0 i 2885 ]b + 0 :lb /(2x 10,90 `ft.) Vwall line-4= 'f312, plf Wind Controls' ' 08/03/15 ~ JOB PRE-31994 SHEET NO 17 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shear Connections(cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge r %line 1= 1.0'0 - %line_2 = 100 Wind Parallel to Ridge %line A= 53 %line B= ---40 ' ' Maximum Unrestrained Opening Height 2nd Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1z, 0 in. Hline_A,;, 66 in. Hline 2 0 in. Hline B : 56 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline-1:- 1.00 Fline—A 0.67 Fline—2 1.00 Fline B 0.62 _ w Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing « Wind Perpendicular to Ridge /oline_1 _ Wind Parallel to Ridge iR3 �'kj>� tri %line A' 71, � ov %line E:- 55 08/03/15 Maximum Unrestrained Opening Height 1st Story Wall Height- 9 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1' 84, in. Hline_A' '84 , in. Hline 2 84; :in. Hline B' - 84 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline 1: 0:85" Fline A,:' 0,72 Fline—2 _ 0,69. Fline—13 '0.63 JOB PRE-31994 SHEET NO 18 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0:42 2nd Story Wall -line, 1 PERFORATED 7/16" OSB w%0.•131"x2.5"-nails @ 6" o.c: panel edge&12" o.c. field nailing (exterior) Tabulated Value= 239 plf vs= 1.40 (Tab Value) _ 1,334 plf vs= 0' plf Shear Capacity of Shearwall Assembly vs = 334 plf + ; 0 ;plf = 334-, plf > -,210 —plf OK, 2nd Story Wall -line_2 PERFORATED 7/16" OSB w/0.131"x2:5" nails @ 6",o.c.,panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 239 plf vs,= 1.40 (Tab.Value) _ .,;334; plf Vs= 0 ' plf Shear Capacity of Shearwall Assembly vs = 334, ' pif + _=-0 plf = 334_ Of > 210 = plf OK' 2nd Story Wall - line_A PERFORATED 7/16" OSB w/0.131"x2.5" nails @ 6" o.c, panel edge& 12"o.c.-field nailing (exterior) Tabulated Value= 239_ plf vs= 1.40 (Tab. Value) _ ;,334 Of Vs=` 0 plf Shear Capacity of Shearwall Assembly vs = 334 plf + __0- ;plf = „ 334 p Of > ,99 _ plf OK; 2nd Story Wall -line_B -'PERFORATED <, 7116" OSB w/0.131"x2.5'.' nails @ 6" o.c. panel edge& 12" o.c.field nailing (exterior) ; '= Tabulated Value= 239• plf vs= 1.40 (Tab.Value) = 334 plf + ��,N� �t`• t� �� = 0 plf t: j Shear Capacity of Shearwall Assembly (s7yf vs = 334 Of + 0 Of = 334 ;plf > 132- plf OK 08/03/15 • JOB PRE-31994 SHEET NO 18A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below They must also be sheathed and fastened the same as wall below Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G 1st Story Wall - line-1 ,'SEGMENTED . 7/16" OSB.w/0.131"x2.5" nails @4" o.c. panel edge&12"o.c. field nailing (exterior) Tabulated Value= 349 plf vs= 1.40 (Tab.Value) = 488 plf Vs= 0 -plf Shear Capacity of Shearwall Assembly vs = 488 - plf + . 0- plf = 488 plf > 471 plf OK 1st Story Wall-line 2 , r SEGMENTED 7/16"OS13 w/0.131"x2.5"nails @.3" D.C. panel edge& 12"'o.c. field nailing (exterior) Tabulated Value= 450 plf vs= 1.40 (Tab.Value) = 630 plf vs= 0 plf Shear Capacity of Shearwall Assembly vs = _ 630 _Of + 0- plf = 630,, plf > 613__ plf OK, 1st Story Wall - line A PERFORATED 7/16" OSB w/.0.131"x2.5" nails @ 4" D.C. panel edge&"12" o.c. field nailing(exterior) Tabulated Value= 349 plf vs= 1.40 (Tab.Value) _ -488 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 488 Of + 0 ,, ;plf = `-48 plf > 163 plf OK 1st Story Wall - line_B PERFORATED 7/16"'OSB w/0.13:1"x2.5" nails-@3" o.c.-panel edge& 12" o c. field nailing (exterior) :== µ Tabulated Value= 450 plf vs= 1.40 (Tab.Value) _ 630 - plf JG A3 S "a vs= 0 plf q 1 Shear Capacity of Shearwall Assembly — vs 630 _plf + 0 ;plf 630 plf > 316 plf OK - nain-iiia JOB PRE-31994 SHEET NO 18B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G 1st Story Wall -line-3 SEGMENTED ' 7/16"OSB w/0:131T'x2.5" nails @ 6" o.c:'panel edge,&12"o.c. field nailing,(exterior) Tabulated Value= 239 plf vs= 1.40 (Tab. Value) = 334 plf vs - 0 plf Shear Capacity of Shearwall Assembly vs = 334 plf + 0, plf = 334'' Of > 271'* plf OK! 1st Story Wall -line-4 SEGMENTED 7%16" OSB w/0.131."x2.5"nails @ 6" o.c. panel edge& 12" o.c field nailing,(exterior) Tabulated Value= 239 plf vs= 1.40 (Tab. Value) _ 334,, plf Vs = 0 plf Shear Capacity of Shearwall Assembly Vs = 334. plf + 0; plf = 334- -plf > 132'_ plf 'OKE rf 1 fir mss"Y� 08/03/15 JOB PRE-31994 SHEET NO 19 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 ;;;',SPF43- ,Y!. , !- Sample Calculation Nominal Tensile Stress Ft= ;250 psi ANSI /AF&PA NDS Table 4A Load Duration Factor CD = 1.6 ANSI /AF&PA NDS Table 2.3.2 Size Factor CF= 1.5 , ANSI /AF&PA NDS Table 4A Allowable Tensile Stress Ft = Ft CD CF= 60Q, '.psi ANSI /AF&PA NDS Table 4.3 1 Net Area of Stud A= 8.25 ;in Allowable Tensile Load Double 2x4-With Splices Pt= Ft A= =3150 Ib Double 2x4- No Splices 6300 Ib Double 2x6-With Splices Pt = Ft A= -4290 Ib Double 2x6- No Splices 8580 Ib Double 2x10-With Splices P; = Ft A= 5550 : Ib Double 2x10-No Splices 11100-Ib Z= 131•.2 Ib 0.131"x 3.0" Nails Minimum splice lap where splices are allowed = 4 . ft 2nd Floor Endwalls T= 86546"Ib Double 2x6 Top Plate- No Splices Sidewalls T= 14!87_.7 Ib Double 2x6 Top Plate-With Splices & Stagger 2 rows of 0.131"x 3.0" Nails @ 8 ; in o.c. 1st Floor Endwalls T= 1'6778 Ib Double 2x6 Top Plate- No Splices Double 2x10 Perimeter.Rail-No Splices Sidewalls T= 3002._8_ Ib Double 2x6 Top Plate-With Splices & w: Stagger 2 rows of 0.131"x 3.0" Nails @ < .8 in o.c. r„ Double 2x10 Perimeter Rail-With Splices & •:� :• " .req �t'; Stagger 2 rows of 0.131"x 3.0" Nails @ 8'' !in o.c. C, r.b t f t q {Ia y a 08/03/15 r JOB PRE-31994 SHEET NO 20 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story.Walls 2nd Story Wall Height- 81-ft. Shear Perpendicular to Ridge -_ vline 1= 334 plf, x= . ,1.00 = 334 plf > ' 210 plf_" -OK – — vline 2 334 ;plf� x 1:00' _ ;,334'' plf �,; 210, plf i i' OK' e_2 Parallel to Ridge vline A 334 ,plf'_ x;" ,0:67 = 224 p[f > 99, plf_ OK vline B- 334 Of x 0.62, – 206 , pif => 132-, plf; 1 st Story Wall 1 st Story Wall Height- 9'ft. Shear Perpendicular to Ridge -Must Use Segmented Shearwall Design vline_1= 488 plf� -x. 0.85 = 415 plf =< _471 pJf- NG' Musf Use Segme'rited Sh'ean#al'[;,Design vline_2 :630 plf X,; ','0.691' _ , 438 ;plf <', ,'613 r Of NG', Shear Parallel to Ridge vline A 4;88 Of x 0.72 _ 352'' ';pif >,:" 163'x, ;pif,''; K! vline_B =-630- plf -x-_ 0,63 – 395 ',,plf > 316,:, pIf OK Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind ,.<t :zf ^rc''/✓,^t,R (Y x •y,. i � ,� 08/03/15 JOB PRE-31994 SHEET NO 21 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE �p;.<Y✓j/"4 C' i�.t�r"fes'f;r `":+�y�� ' Overturning Connections ` °x" Check Capacity of Dead Loads to Resist Overturning Loads �4'Y 11} +' ✓K}Irk'Wsy � f1 Length of side (Li)(house width) = 27,5+ ft. � Length of side (L2)(house length) = 60 ft. Dead Load Resistance to Overturning- line_1& line-2 08/03/15, Dead Load = 65, plf Dead Load * Length to Overturning @ Pivot Point= 893:75 lbs *0.60 = - 536 Return Wall Dead Load = * 150, 1!'* 0 60 = 0 i Dead Load Resistance to Overturning - line_A&line-13 Dead Load = 150, plf Dead Load * Length to Overturning @ Pivot Point= '4500' ' lbs *0.60 = ; 27100 ' Return Wall Dead Load = * 65 !* 0.60 = 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 2nd Story Module to 1st Story Module-line-1 PERFORATED Wind Controls T= 2;10, plf x 8.0 '-;ft. / 1',00'' _ 1;,.1678.1 Ib + Ib !' 536 lbs DL;= 1142 ' Ib Connector. (1) Simpson Strodg,_Tie CS16 strap Fastener:`w/. (22) 10d nails,ea strap Allowable Load = 1705,lb 2nd Story Module to 1st Story Module- line_2 PERFORATED , end Controls T= 210 , plf x 8.0 ft. / I'00, _ ; ,1'678.Ib + Ib - 536, lbs DL,= 1142 'Ib Connector,(1)•Simpson-Strong-Tie CS16 strap Fastener_-w/ (22)-10d_nails ea-strap- Allowable Load 1705 Ib 2nd Story Module to 1st Story - line A ;PERFORATED Wind-Controls T= ,'99, " Of x 8.0 .;ft. / 0.67 _ " '1186 ;Ib + Ib < 1800 Albs OK ! Dead Load.of Structure is Sufficient to Resist Overturning Load - 2nd Story Module to 1st Story Module-line_B PERFORATED .Wind Controls' T= 132 = pif x 8.0' ft. / 0.62 = 1=713 Ib + lb ; < 1800 lbs OK ',Dead Load of Structure is Sufficient to.Resist Overturning Load JOB PRE-31994 SHEET NO 21A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Reference Page 22 for Stud Capacity Ex r lrffle aCc lation. Overturning Connections b•f31 Jr Check Capacity of Dead Loads to Resist Overturning Loads 0.- Length Length of side (Lj)(house width) = 2T5, ft. Length of side (L2)(house length) = 60,' ft. Dead Load Resistance to Overturning-line-1&line_2 Dead Load = 65 , plf 08/03/15 Dead Load * (Length to Overturning @ Pivot Point/2 ) _ -893.75"lbs*0.60 = _536,' Return Wall Dead Load = 150 ;*0 60 = 0'11' Dead Load Resistance to Overturning -line—A& line_B Dead Load = 1,50 plf Dead Load *(Length to Overturning @ Pivot Point/2) _ "4500 'Ibs *0.60 = 2700 Return Wall Dead Load= 65 ;*0.60 = 0' Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation -lineSEGMENTED Wind Controls - _ T= 471: Of x 9.0 ft. / 1 = 4239 Ib + 1142 Ib - ' -24,1 Ibs DL' 5139; '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 Ib 1 st Story Module to Foundation -line-2 SEGMENTED Wind Controls T='_- 693-- plf x 9.0 ft. / = 1; _ 5516 Ib + Ib 7 188 lbsDL­ 5328, Ib Connector: Simpson.Strong-Tie STHD14RJ Fastener:,w/ 1/2 in,min,concrete cover and (30) 16d sinkers, locate 1.51n-from corner Allowable'Load 5345 Ib' 1st Story Module to Foundation -line A PERFORATED Wind Controls T= - 163 Of x 'I' 9,0 ft. / o_7207 = 2034: Ib + Ib c r 2700-,.',lbs OK; -Dead Load of Structure is Sufficient to Resist Overturning Load 1 st Story Module to Foundation -line_B PERFORATED '-Wind Controls T=- 3,16, _ _ plf x 9:0 ft. / .6273, = 4538,,Ib + Ib = 11800 lbs-DL=--- -2738, Ib Connector: Simpson.Strong-Tie STHD14RS' Fastener. w/' 1/2 in min concrete cover and-(30) 16d sinkers,,locate 1.5in from corner Allowable 'Load 5345 Ib JOB PRE-31994 SHEET NO 21 B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side (Lj)(house width) = 27,5" ft. Length of side (L2)(house length) = 60' ft. Dead Load Resistance to Overturning-, line-3& line-4 Dead Load = 65 plf Dead Load *(Length to Overturning @ Pivot Point/2) = 893.75 lbs *0.60 = 536 Return Wall Dead Load = * 0: *0.60 = 0 i Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation-line_3 SEGMENTED Wind Controls-. . T= ,271 plf x ,9,0 :,ft. / ':�_,' : _ ''2436 Ib + Ib - '50 ' :'lbs DL--' ' 23861 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 Ib 1st Story Module to Foundation -line_4 SEGMENTED . Wind Controls T= %132., plf x 9.0 ,ft. / 0,7,. = 1701', Ib + Ib -- 268 lbs DL= 1433,: 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 Ib' , y av- � - - tai E•asw ,,� ;�t �e� -- 44 _ _ _ ' ��i`''nmj t.^• Jt��i wY�j`�.i°° Yst'�;Y Sr3 08/03/15 JOB PRE-31994 SHEET NO 22 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Overturning Connections (cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample CalculatiA (1) , 2x6 SPF#3, - - Nominal Tensile Stress 08/03/15 Ft= 2-50',,psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD = 1,6 ANSI/AF&PA NDS Table 2 3.2 Size Factor CF = 1:,0 ANSI /AF&PA NDS Table 4B Allowable Tensile Stress Ft = Ft CD CF= 400 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Studs A= 8.25 int Allowable Tensile Load Pt = Ft A= 3300,i.:Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131",x 3.0" Nails Specific Gravity of Member Stud Height= 9-; ft G= 0.42' Thickness of Member is= 1.50 in. Lateral Capacity Z= 82„ lbs ANSI /AF&PA NDS Table 11 N Load Duration Factor CD = :1.6 ANSI /AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 1'3'1- ' Ib ANSI /AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion)_ ( ' 431 Ib x -,, ) / ( ''3300';''Ib / 9 ft ) x (''12'in / .'1 ft ) _ = 8— �:inoc JOB PRE-31994 SHEET NO 23 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections Roof Pitch= 7`'12 ' Wall Height= 9 ft. Roof member spacing = ;16. 'in o.c 3 Sec Gust Wind Speed = 120 mph ;w Wind Exposure= „ C P'�` W ?e' Load from wind on Wall ',; ��e •�-�� " `R t Wall Horizontal Pressure= 26,29, psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 1'18:3, Of Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 3172.1 Ib See pages 14 & 15 08/03/1s Length of Unit= 60''� ft. Load along sidewall in diaphragm chord =sidewall diaphragm chord load /length of unit Load along sidewall in diaphragm chord = 52.868 plf Req. Roof to Wall Load = Max(wind load, diaphragm chord load)x roof mem. spacing= Req. Roof to Wall Load = 157.73 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G = 0.42, Thickness of Member is= 1.50 in. Lateral Capacity of Nails Z= 82 lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe Nail Factor Ctr= 0.83 ANSI/AF&PA NDS 11 5.4 2 Allowable Lateral Capacity of Nails Z' = Z CD Ctn = 109- ,Ib ANSI/AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 158: Ib 1-09 Ib cap 2 per framing member JOB PRE-31994 SHEET NO 23A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.131"x3.0" Nails in End-Grain.' Specific Gravity of Member G= 0,42 Thickness of Member is= 1,.50 "in. Lateral Capacity Z= ':82.0 lbs ANSI /AF&PA NDS Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ct._ 0,67 ANSI /AF&PA NDS 11 5 4.2 Allowable Lateral Capacity Z' = Z CD Ceg = B7,9 ; 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 ,158 , Ib 88 ;lb cap 2 „ per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0" Nails Allowable Lateral Capacity of Nails Z' = Z CD = 82' 'Ib x • 1.6 _ 131' ''Ib Req'd Stud Req'd „ ° ""` ' Load Spacing = Load `X f 158 °� . . Ib / >'I6� yin oc 118 �plf �r' / •� ;, °7 -'`•'; ' �? Nail Req'd Req'd " . y Capacity / Load = Spacing _•` � , '"'�' ;131 .'Ib cap '1'18 plf 13 :in (D.C., 08/03/15 JOB PRE-31994 SHEET NO 23B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0'131"x 3..0" NailS'toed Allowable Lateral Capacity of Nails Z'" = Z CD Ctn = ;, 82. ';;Ib x ,1.6 x 0.83` = 10,9 Ib Req'd Building Width Req'd Load Spacing = Load ':8655' Ib / .Y 27.5'l ft _ 31'5 plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap - 3,15 plf , in o.c. 17 a 08/03/15 JOB PRE-31994 SHEET NO 24 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection, Connector: "Simpson-StrongtTie H10A = Fastener. (9)'0.148"x 1 1/2" nails in fruss and_(9) 0.148"X.1,1/2"-nails In'plate Allowable Load= --285. 'Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 118 ,plf 29 In. 16 in. u ?� Og 08/03/15 JOB PRE-31994 SHEET NO 25 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections(cont'd) 14- Design 2nd Story to 1 st Story Connection Y ION Assume Typical Connection made with i ? M 1=.• 0.131"'x 3"Toenails: Specific Gravity of Member y G = 0.42' � Thickness of Member 0e/03/15 is= 1.50 `in. Nominal Lateral Capacity of Nails in Single Shear Z= .82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6'" ANSI/AF&PA NDS Table 2 3 2 Toe-Nail Factor Ct,,= . 0.83' ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear _ Z' = Z CD Ctr, = 109. -.,Ib ANSI/AF&PA NDS Table 10.3.1 2nd Story to 1st Story Connection -line-1 & line-2 v=Vfloor1 = 407- Of Ref. Sheet 14 & 15_ Connection: 0.131"x 3"toenails.. @ ' .3. If O.C. 2nd Story to 1st Story Connection -line—A& line-13 v=Vfloor1 = -172 plf Ref. Sheet 14 & 1,5 Connection. 0.131"x 3" toenails.' @ B o.c. JOB PRE-31994 SHEET NO 25A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections (cont'd) hd� Design 1st Story Module to Sill Plate Connection i Assume Typical Connection made with 0.131•"x 3"toenails. Specific Gravity of Member F `? G= ,0.42 Thickness of Member 08/03/15 is= 1:50'' in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Cts= b.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ct„ = 109-; ;i Ib ANSI /AF&PA NDS Table 10.3 1 1st Story to Sill Plate Connection -line-1, 2, 3&4 v=Vfloor2 =,- ,8'15 'plf Ref. Sheet 14&,15 Connection: 0:131",x.3",toenails. . @ -NG .:"o.c 1st Story to Sill Plate Connection -line—A& line_B v=Vfloor2 = ;265- I plf Ref. Sheet Connection: 0.131"x 3"toenails. USE,ALTERNATEGONNEGit N'�ON'PAGE`26,FO4,LlNE1�&.LINE2`. , JOB PRE-31994 SHEET NO 26 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sliding Connections Cont'd UJ f 08/03/15 Design Alternate 2nd Story to 1st Story Connection 2nd Story to 1st Story Connection- line_1&line 2 v=Vfloor1 = 407 i plf Connector: Simpson Strong-Tie LTP4 Fastener: (12).0,1311h x 1 1/2in,nails, Allowable Load = 575, Ib Req'd Sliding Req'd Load Spacing 407 Of ,16„_ in. 2nd Story to 1st Story Connection- line—A&line-13 v=Vfloor1 = 1.72 plf Connector: Simpson Strong-Tie LTP4 ' Fastener. (12) 0.131 in x 1,1/2in°nails Allowable Load =\ 575 .lb Req'd Sliding Req'd Load Spacing 172 Of = 40 - in. Design Alternate 1st Story to Sill Plate Connection 1st Story to Sill Plate Connection - line-1, 2, 3 &4 v=Vfloor2 = 815 -plf Connector: Simpson'Strong-Tie LTP4 Fastener: (12) 0.131 inx 1 1'12in nails Allowable Load= 575-” Ib Req'd Sliding Req'd Load Spacing ;815 ,plf 8' in. 1st Story to Sill Plate Connection- line—A& line_B v=Vfloor2= , , 265 plf Connector. Simpson Strong-Tie LTP4 , Fastener: (12)0.131 in x 1 112id nails, Allowable Load = 575 - Ib Req'd Sliding Req'd Load Spacing 265 = plf 25 in. JOB PRE-31994 SHEET NO 27 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Anchor Bolt Spacing OK ' Sliding Connections (cont'd) Sill Plate to Foundation Connection - line_1 & 3 Connection: 1/2' "dia.Anchor Bolts @ 16 ' o.c. Design Sill Plate to Foundation Connection _ Assume 11/2 " dia.Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends' Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0;55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z„= 680 Ib ad Duration Factor NSI/AF&PA NDS Table 2.3.2 CD a / :.•u� Na+' Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain AIISI/AF&PA NDS Table 10.3.1 Z' = Z/1 CO= 1'088, Ib ss ' J a 10 g- ,, w_ p Vfloor2 = '815' pif Ref. Sheet -'14 &'15 "r } Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing oe/03/15 Load at anchor bolt= 815 ; pif x °16, ,," OC = 1087 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1087 Ib / 1088 Ib 1.00 Check Compression Perpendicular to the Grain 1O 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 0 plf See page 4 and d plf See page 18A Uniform Uplift Load = !',,0 pif Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 0 pif x -16 "o.c. Concentrated Uplift Load = "'0 Ib Allowable Compression Stress Perpendicular to the Grain Fcj. = 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)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pct. = Fc-. Awasher= 565 psi x 3.7515 int = -2110.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 0 ' Ib / 2119.6 Ib = 0.00 Total CSI =CSI shear+CSI uplift= 1.00', + 0.00''' = 1:00, OK JOB PRE-31994 SHEET NO 27A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Anchor Bolt Spacing OK - Sliding Connections (cont'd) Sill Plate to Foundation Connection -line_2 &4 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 = 055 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. Ib Wad Duration Factor ,A'AISI/AF&PA NDS Table 2 3.2 CD Aft wa4je Lateral Capacity for Bolt in Single Shear Parallel to the Grain NASI/AF&PA NDS Table 10.3.1 Z' = Z11 CD = 1088;, Ib Vfloor2 = - 815 If Ref. Sheet - 14&1.5 M Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 08/03/15 Load at anchor bolt= 8115, Of x 16 " o c = 108,7, Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1687 Ib / 1088 Ib = 1'.00 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 shearwall if applicable. Uniform Uplift Load =Max of _ 0 ;plf See page 4 and 0 plf See page 18A Uniform Uplift Load = ,i0 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 0'"- plf x 16 " D.C. Concentrated Uplift Load = 0'-- ' Ib Allowable Compression Stress Perpendicular to the Grain Fci- = 565- psi ANSI /AF&PA NDS Table 46 Try - 2 " square washer w/ : T/2 "Anchor Bolt(Assume 1/16" oversized hole) Area of Washer Awasher= 2 2 -((n/4) (0.5+ 1/16)"2) = 3 3/4 " in Allowable Compression Load Perpendicular to the Grain Pcl = Fc-L Awasher= -565- psi x 3.751;5 int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcpefp = 0 Ib / -211 -6 Ib = "0.00 Total CSI = CSI shear+CSI uplift= '01.00'I + 0.00 1.00 OK r JOB PRE-31994 SHEET NO 27B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Anchor Bolt Spacing OK ; Sliding Connections (cont'd) Sill Plate to Foundation Connection - line_A Connection, 112, "dia.Anchor Bolts @ 48 "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'= 055, 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' Ib ¢,ti�oad Duration Factor t.. '< �ANSI/AF&PA NDS Table 2.3.2 CD - ' �r Allpwae Lateral Capacity for Bolt In Single Shear Parallel to the Grain A� � I IAF&PA NDS Table 10.3.1 Z' = Z11 CD= '!'1.088 'Ib '00,6 ro S: � J Vfloor2 =- 177 plf Ref. Sheet : 14 & 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 08/03/15 Load at anchor bolt= 1717.- Of x 48, ; " o.c. = 708 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 768 ' Ib / 1088-:Ib = '0.65' Check Compression Perpendicular to the Grain 1/8in thlclk--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 160 ; plf Seepage 4 and 163 plf See page 18A Uniform Uplift Load = 163 "'plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = .163 plf x 481 o.c. Concentrated Uplift Load= 652 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)^2) _ ;'A 3/4 int Allowable Compression Load Perpendicular to the Grain Pc-L = FAL Awasher= 565 psi x 3.7515-in = 21-19.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 652 ,Ib / -2.1,119.6 lb = 0,31 Total CSI = CSI shear+CSI uplift= 0.65 -+ 0:31 = " 0.96 OK JOB PRE-31994 SHEET NO 27C OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Anchor Bolt Spacing OK, Slidinq Connections (cont'd) Sill Plate to Foundation Connection -line_B Connection: "112 ' "dia.Anchor Bolts @ 30 " o.c. Design SIII 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, Ib , Oft Duration Factor ,� / �INSI 1 AF&PA NDS Table 2.3.2 CD = 1.6 .� ,«, 'ke Lateral Capacity for Bolt in Single Shear Parallel to the Grain 691 1 AF&PA NDS Table 10.3.1 Z' = Z11 CD= '11088 _ Ib Vfloor2 = 265'" Of Ref. Sheet 14 & 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 08/03/15 Load at anchor bolt= 265; plf x 30' O.C. = 664 ,,lb CSI = Load at anchor bolt/Z' CSI Shear=> CSI = -,664 Ib / 1068 Ib = 0.61' ' Check Compression Perpendicular to the Grain 1/8in thick min,'waslier 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 160 pif See page 4 and 316 ' pif See page 18A Uniform Uplift Load = 316 pif Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = =316 ,plf x 30 -" o c Concentrated Uplift Load = 791 Ib Allowable Compression Stress Perpendicular to the Grain Fri = 565- psi ANSI /AF&PA NDS Table 4B Try 2 " square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)^2) 3'N int Allowable Compression Load Perpendicular to the Grain P.L = F.-L Awasher= 565 , psi x 13.7515,int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 79'C Ib / 2119.6 Ib = 0.37 Total CSI =CSI shear+ CSI uplift= 0.61 _' + -0,37 ' _ 6.98 'OK JOB PRE-31994 SHEET NO 28 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 120 mph f,q ti." ` -'•�'��V'�+x� tip See pages 13D thru 13F,for pressure calcs. 08/03/15 Wind Importance Factor= 1:00 Wind Exposure C&C Pressures Adjusted Interior Suction Pressure= 32.7. psf Zone 1 Adjusted Perimeter Suction Pressure = 33.'T`psf Zone 2 Adjusted Overhang Suction Pressure= 53,,8 'psf Zone 2 OH Adjusted Overhang Suction Pressure= 53.8 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27:5 ,-ft Z= 10% Minimum Building Dimension = ,2:75 ,ft. But not less than 3 ft. Roof Framing Spacing = 16 lin D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= '33 psf x 1.33 ,ft. = 44' plf Perimeter Edge Zone= ;34 psf x 1.33; ft = 45 Of Overhang Zone= 54 psf x -1.33 ft. = 72 , plf JOB PRE-31994 SHEET NO 29 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads r Roof Sheathing: 7,/16 OSB (Unblocked) Fastening: 0.113"x2 nails at. 6 "o.c. panel edge fastening and 12 " o.c. field fastening Specific Gravity of Roof Framing G = 0.42 Diameter of Nails D = 0.113in Length of Nails L= 2.00- 'in. Thickness of Sheathing t= 0.4375, in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= -18, Ib/in. Load Duration Factor ANSI /AF&PA NDS 2.3.2 CD= c1.6 Allowable Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W' =W CD= 2R Ib/in. Length of Nail Penetration Lp= L-t= ;1.563 in. Withdrawal Capacity per Nail W' LP = 45! Ib Required Suction Load Capacity Interior Zone= 44plf Ref. Sheet 28 Perimeter Edge Zone= 45;;', plf Ref. Sheet 28 ; Overhang Zone= 72 plf Ref. Sheet 2&.i Required Fastening Interior Zone= 1-2 "o C. Perimeter Edge Zone= 6 "o.c Overhang Zone= 6 "O.C. tV m 08/03/15 JOB PRE-31994 SHEET NO 30 OF 44 CALCULATED BY DB DATE 7/30/2015' CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 11539 Ib B= 27.5 ft. vroof= --21:0 - plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16"OSB (Uriblocked)- Fastening: ;0.113"x2" nails at 6 " o.c. panel edge nailing and 42 " o.c. field nailing Tabulated Value = 1,61 _plf vs = _1.4 (Tab. Value) See Supplement Table 2C Footnote 1, = 225,4 pif > ' 2-10--, plf OK 08/03/15 JOB PRE-31994 SHEET NO 31 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 10831 Ib B = 27.5, ft. vfloor= 197',-, plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Floor Sheathing: 5/8in OSB(Unblocked) Fastening: '0.1,13"x2"nails at 6;"o.c. panel edge fastening and 12 "o.c. field fastening Tabulated Value= 170.21 plf vs = 1;4 (Tab Value) See Supplement Table 2C Footnote 1 _ '2:i$';28-plf > .197 plf OK ,t rW ,• r Sf f M1��♦�^�"h `..,fir"`3i�'„�:Y`N w..w` 08/03/15 JOB PRE-31994 SHEET NO 32 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sheathing Connections Wall Sheathing w Design Wall Sheathing Connection to Resist Suction Loads ' 3 Sec Gust Wind'Speed= ;120 'mph See pages 13D thru 13F for pressure calcs. 08/03/15 Wind Importance Factor Wind Exposure= C Adjusted Interior Suction Pressure (Zone 4) _ „ -32.7 ;psf Adjusted Perimeter Suction Pressure (Zone 5) = 40i11,'',psf Perimeter Edge Zone Width Minimum Building Dimension = „27.5 kft. Z= 10% Minimum Building Dimension = '2.75 ;ft. But not less than 3 ft. Wall Framing Spacing = 16:' in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. O.C. Interior Zone ;psf x , ';1.33 ft oc. = 44 plf Edge Zone= 40 psf x ;133, :ft oc. = 53 - plf JOB PRE-31994 SHEET NO. 33 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Sheathing 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 "o.c. panel edge nailing and 12 " D.C. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D= 0.131 in Length of Nails L= 2.50 in. Thickness of Sheathing t= 0:4375 in Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS'Table 11.2C W= 21; "'Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1:6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W' =W CD= 34 ,'Ib/in. Length of Nail Penetration LP = L-t= .2.063 in. Withdrawal Capacity per Nail W' LP = 69 , Ib Required Suction Load Capacity Interior Zone= 44 plf Perimeter Edge Zone= 53 plf Required Fastening �S� Interior Zone= 12 " 0.C. Perimeter Edge Zone= 6'' "O.C. 08/03/15 JOB PRE-31994 SHEET NO 34 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required Q�."e Kai .:}x� )',�.�.;w"y,lei"�•9 08/03/15 JOB PRE-31994 SHEET NO. 35 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Gable Overhang per Manual (?(r 1��"N:+£'• =i,k;y� 1-`"�J !'gin?ig'. 08/03/15 JOB PRE-31994 SHEET NO. 36 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: -HM58581'9 Ridge Connection "6" 159 / 87 / 64 / 0 Use: 1 1/41'x,20 ga'steel`strap,w/(7)-,0.13,.I'x2.5"`nails each end & (2)0.131"x3.0" nails toed Lateral Value 0 131"x3.0"toe-nailed = 82 x 1.15 Cd x 83 Ctn x 2 nails= 156 lbs Flip Connection "5" 159 / `87 / -64 / 0 Use: 1 1/4"x 20 ga-steel'str2ip_w/(7) 0.131x2.5" nails each end'&(2) 0.131"x3.0"-nails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1 15 Cd x.83 Ctn x 2 nails = 156 lbs Kneewall Connection "9" 552 / 573 / 297 / 0 Use: 14'8&(2)'0,1'31"x3ff' nails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs IN "y` 08/03/15 JOB PRE-31994 SHEET NO 36A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number. D130006 " Ridge Connection "4" 381,',. / 334 / 318 / 0 Use: 1.1/4"x20 ga.steel'strap w/(7),0.131x2.5" nails each end,-A34 truss to rail-each,side &('5) 0.131"x3.0€.' Waifs toed rail<to,rail per bay. Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x 83 Ctn x 5 nails = 391 lbs {✓ter��.r `^E-F i4 ` 'w���.? 08/03/15 • JOB PRE-31994 SHEET NO 37 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required �t•'S'✓'*;,Fl+`"ti r"?�f'�wZi p� ,,,P'r�,"�",�W'�s 08/03/15 J JOB PRE-31994 SHEET NO 38 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 314 plf Simpson Strong-Tie MTS18 (6) 0.148inxl 5in nails each Sheet 5 Stud Connection end @ 16 in o.c. N 08/03/15 d N C O C) O C C O V a Note: 8d nails =0.131"x 2.5", 10d nails=0.148"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. r«, JOB PRE-31994 SHEET NO 38A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line—A 314 pif 6'in D.C. 2 rows of 0 131"x2 5"Nails 2nd Story Wall line_B 314 pif 6 In o.c. Stud to 2nd Story 6 Floor Band Connection 7/16"OSB/PLY overlap line-1 210 plf 6 in ox 2 rows of 0.131"x2.5'Nails line-2 210 plf 6 in o.c. N 7/16"OSB/PLY overlap line_A 237 plf 6 In o.c. = 2 rows of 0 131"x2.5'Nails O v 2nd Story Floor line_B 237 pif 6 in o.c. d Band to 1 st Story C Ceiling Band 6 C Connection 7/16"OSB/PLY overlap line-1 210 plf 6 in D.C. V 2 rows of 0 131"x2.5'Nails p. line-2 210 plf 6 in o.c. 7/16"OSB/PLY overlap line_A 237 plf 6 in o.c. 2 rows of 0 131"x2.5'Nails 1st Story Ceiling line_B 237 pif 6 in ox Band to 1st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap line-1 .210 pif 6 in o.c. 2 rows of 0.131"x2.5'Nails line—2 210 plf 6 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. q•, "'x k Y•4 w � u_,r U3 01r- 08/03/15 7 i4 JOB PRE-31994 SHEET NO 38B OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line—A 226 pif 6 In o.c. rim joist 6" 1st Story Wall line_B 504 pif 4 in o.c Stud to Floor 0.131 in x 2-1/2in nails 6A Band Connection line-1 &3 0 pif 6 in o.c. O Use 2 rows of fasteners along bottom edge of panel d line-2&4 0 pif 6 in o.c C C O V 7/16"OSB/PLY overlap sill line_A 226 plf 5'in o.c. $ plate 1.5 D line_B 504 pif 2 in o c. Floor Band to Sill 0 131 in x 2-1/2in nails Sheet 7 Plate Connection Use 1 row of fasteners along line-11 &3 0 pif 3 in o.c. bottom edge of panel line-2&4 0 pif 3 In o c. Note: 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 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. 08/0`3./15 JOB PRE-31994 SHEET NO 38C OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 385lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Stud Connection p (5 each end of strap) Sheet 11 @16 ino.c ' ,�,'��'���" ' =gig! �<;,�"-' ,•tib.,:. 08/03/15 d L U O w V Q� C O V CL 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.- s , JOB PRE-31994 SHEET NO 38D OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE - Design Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 326, If Simpson Strong-Tie LSTA12 (10)0.148mx2.5in nails 11A Story Floor Band Connection p (5 each end of strap) 16inoc. N 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0 148inx2 5in nails Story Ceiling Band Connection 652 plf 11A (One Side Only) (6 each end of strap) 16inoc. N 1st Story Ceiling Band to 1st 326 If Simpson Strong-Tie LSTA12 (10) 0 1481nx2.5in nails 11B Story Wall Stud Connection p _ (5 each and of strap.). ,. 16inoc. 862,50 i 08/03/15 1st Story Wall Stud to Floor 326If Simpson Strong-Tie LSTA12 (10) 0 148"x2.5'nails 11B Girder Connection p (5 each end of strap) @16 ino.c. r Floor Girder to Foundation 267 plf Fasten on-site for listed load IIB Connection 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. JOB PRE-31994 SHEET NO 39 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line—1 7/16"OSB w/0.131"x2.5"nails @ ' 210 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing'(exterior) 2nd Story Wall-,line—2 7/16"OSB w/0.131"x2.5"nails @ 210 plf 6"ox panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line—A 7/16"OSB w/0.131"x2.5"nails @ 99 plf 6"o.c.panel edge&12"ox field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line—B 7/16"OSB w/0 131"x2.5"nails @ 132 plf 6"o.c.panel edge&12"o.c.field Sheet 18 _A Perforated nailing(exterior) M E - N Q 1st Story Wall-line-1 7/16"OSB w/0.131"x2.5"nails @ 471 plf 4"o.c.panel edge&12"o.c.field 18A Segmented nailing(exterior) s U) 7/16"OSB w/0.131" 2x .5"nails @ 1st Story Wall-line 2 ,,., _...., 613 plf 3"o.c.panel edge&12"o.c,field ;'p M rt ;w ,h 18A Segmented nailing(exterior) F ;'` >• �' .�y.3qx� x , i 1st Story Wall-line A 7/16 OSB w/0.13 1 x2.5 nails @ fi 163 plf 4"o.c.panel edge&12"o.c.field q I�A nailing(exterior) _, ? " Perforated 1st Story Wall-line B 7/16"OSB w/0.131"x2.5"nails @ 316 plf 3"o.c.panel edge&12"o c.fielda18A Perforated nailing(exterior) h '„`-, ""y$ 08/03/15 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. JOB PRE-31994 SHEET NO 39A OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference .c E 0 U) U Q { 1st Story Wall-line—3 7/16"OSB w/0.131"x2.5"nails @ 271 plf 6"o.c.panel edge& 12"o.c.field 18B dSegmented nailing(exterior) N 1st Story Wall-line 4 7/16"OSB w/0 131"x2.5"nails @ 132 plf 6"o.c.panel edge&12"o.c.field 18B Segmented nailing(exterior) ZI #Yr z / � �•FT� �<� zz 4, 08/03/15 i 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. 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. JOB PRE-31994 SHEET NO 40 OF 44 CALCULATED BY DB DATE 7/30/2015 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 8 : in o.c. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line-I' (1)Simpson Strong-Tie CS16 1142 Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 1142 Ib strap (22) 10d nails ea strap Sheet 21. C. ; ,�: �T 2nd Story Module to 1st Story line_A Dead Load of Structure is /„tA• - -' ,at OK Sufficient to Resist Overturning 0 Sh9pt 21 Load k4t 1' V G d xF C 2nd Story Module to 1st Story v Module-line_B Dead Load of Structure is OK Sufficient to Resist Overturning r3 . ” e g - ; N Sheet 21 _ Load C 08/03/15 U 1st Story Module to Foundation -line-1 1/2 in min concrete cover and .� 5139 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1 5in 21A LSTHD14RJ from corner 1st Story Module to Foundation - line-2 Simpson Strong-Tie 1/2 in min concrete cover and 5328 Ib STHD14RJ (30) 16d sinkers, locate 1.51n - 21A from corner 1 st Story Module to Foundation -line_A Dead Load of Structure is OK Sufficient to Resist Overturning 0 21A Load 1st Story Module to Foundation - line-13 Simpson Strong-Tie 1/2 in min concrete cover and 2738 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. JOB PRE-31994 SHEET NO 40A OF 44 CALCULATED BY DB DATE 7/30/2015 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 8 '-;in o c. Location Force Connection Fasteners Required Reference !.s E 9 4 SwF • Q� _ "08/03/15 O = 1 st Story Module to Foundation -line 3 1/2 in min concrete cover and C — Simpson Strong-Tie 2386 Ib (30) 16d sinkers, locate 1 5in 21 B .� STHD14RJ from corner L , C) 1st Story Module to Foundation -line-4 Simpson Strong-Tie 1/2 in min concrete cover and 1433 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21 B 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. a JOB PRE-31994 SHEET NO 41 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary (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"x 3"toenails. Roof to Wall Plate Connection 158 Ib 2 23 0.131"x 3.0" Nails in End- Top Plate to Studs&Bottom 158 Ib Grain. NA 23A Plate to Studs 2 per stud 0.131"x 3 0"Nails Bottom Plate to Floor 118 plf NA 23A 13 in o.c 08/03/15 N 0 131"x 3"toenails 2nd Story to 1st Story 407 plf @ 3 in OC N/A 25 Connection-line—1 &line—2 0.131"x 3"toenails. 2nd Story to 1 st Story 172 plf @ 6 in OC N/A 25 Connection-line—A&line—13 Simpson Strong-Tie LTP4 1st Story to Sill Plate 815 plf @ 8 in OC (12)0.131 in x 1 1/2in nails 26 Connection-line-1,2, 3&4 0 131"x 3"toenails 1st Story to Sill Plate 265 plf @ 4 in OC N/A 25A Connection-line—A&line—B Note: 8d nails=0.139"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.139"x 3.25" unless otherwise noted a JOB PRE-31994 SHEET NO 42 OF 44 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 315If 0 131"x 3.0" Nails toed 23B Joist to Endwall Top Plate 315p if in OC .,F \ =<D Fix( fi" O V 08/03/15 tM C .O y' 2nd Floor Endwall Mateline- Top Plate to Top Plate/Ceding 2885 Ib 2 Simpson LSTA30 Straps (22) 0.148in x 2 51n nails each NA Rim to Ceding Rim across strap Mateline 2nd Floor Endwall Mateline- (22)0 1481n x 2.5in nails each Floor Rim to Floor Rim across 2885 Ib 2 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. Y/51 , ,x= JOB PRE-31994 ll SHEET NO 43 OF 44 CALCULATED BY DB DATE 7/30/2015 •W '� CHECKED BY DATE Design Summa o 'd w .,�"•-fir• �,:t~i`=���,"-''t` Location `c `N Bathing Connection Reference 08 03/15 MAIN ROOF: 210 pif 0.113"x2"nails at 6"o c.panel edge nailing and 12"o c field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 tM Shear OVERHANGS: 6 in o.c. edge&field 0.131"x2 5"nails at Wall Sheathing 53 pif "7/16OSB t 6"o.c panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o c field nailing 197 pif 0 113"x2"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 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) O Ridge Connection 6' Sheet 36 0.131"x3.0" nails toed d C C O V1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) CID „Flip Connection 5„ 0 131"x3.0" nails toed Sheet 36 V, 00 LO 00 Kneewall Connection"9” H8 &(2) 0 131"x3.0" nails toed Sheet 36 2 N N I•- Location Force Connection Fasteners Required Reference 815 plf sliding 2"square washer w/1/2"Anchor SIII Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 16 in OC 27 N Connection-line_1 &3 and 0 0 pif uplift 1/8in thick min.washer required v 815 plf sliding 2"square washer w/1/2"Anchor = Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 16 in OC 27A C Connection-line-2&4 O 0 plf uplift 1/8in thick min.washer required U C 177 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 48 in OC 27B Connection-line_A and 'a 163 plf uplift 1/8in thick min.washer required C 265 plf sliding 2"square washer w/1/2"Anchor LL 0 Sill Plate to Foundation —and Bolt(Assume 1/16"oversized hole) @ 30 In OC 27C Connection-line-13 316 pif 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. JOB PRE-31994 SHEET NO 43A OF 44 CALCULATED BY DB DATE, 7/30/2015 CHECKED BY DATE Design Summary (coWd) Location Connection Reference N C „ „ 1 1/4"x 20 ga steel strap w/(7) 0 131x2.5" nails each end, A34 truss to C Ridge Connection 4 36A rail each side & (5) 0.131"x3.0" nails toed rail to rail per bay. >r c O U m 0 0 0 co T AN cc N N F- 13a,: y,. Y ' y r�1 ;,�..0 08/03/15 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. ' ^ JOB PRE-31894 SHEET NO 44 OF 44 CALCULATED BY DB DATE 7/30/2015' CHECKED BY DATE Design Summary cond P. Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 8655 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc 1488 lb Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate-No 16778 lb Splices Sheet 19 0 No Splices E I st Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in Oc 3003 lb Sheet 19 Sidewalls Double 2xI0 Perimeter Rail- Stagger 2 rows of r7i-nIM um LIU-mber Grad,e and Species is SPF#3 Unless Noted Otherwise nimurn Splice Length is 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. --'_— _ -^71 — µr=:_E Y - t>E�.: Y=_ .'tib L_:'•=�-r'G_ � I ,i "..0-.,.. =s C - y_ -y`-• t..� �K�'.^ _ _ - _LL-_'-._ ; - _-L"' Ck -_•.. L' � rL 5-op- -r- 'K y - -r- Z S ,.K-`; 2'J- 3 - e:_:w `a ea.!r 3-2--Z •L-c_� ' _ _ – c - _ - - -Z2 a: -2 ...,� _ L�• _-S � ' _ •, _ _ - .R _- L _ __i _m U N . i f Gr -;T BGX 'ZZ"` `'Z�"< - `"tee,._,.` '� c``•"i.' _ .G= �<J ti ';. yin v„ -- i —' S i M ''c:�-��w' _-L? 'e ..� _M ~ ' t nW ; -- -tC�- ME . , H El k� -- - it =' `-'t = -tet.= T. — r . '-22-451 q3-22'-Z= L 4 e 4�t7A ALL FACTORY AND SITE FASTENING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THESE PLANS _ w-r �-.{�^.� y J I v_..�_ �-:�- `2, _•;'�� = =4-`c_Y t __ - � PREVIOUSLY APPROVED SYSTEMS DRAWINGS AND THE I - _� wa,p ATTACHED SUPPLEMENTAL INFORMATION(PAGES 3 AND 4 OF 35) IF THERE IS A CONFLICT BETWEEN THESES _- _ _ £ INFORMATION SOURCES THE MOST STRINGENT } REQUIREMENTS SHALL APPLY 1 = ,'t� �'`= -:L-51 - - �:'J_s. 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I •_iC ^c ii _ - ` OF DR-Y` _ - " ^ u lbT� -_- ' ` : - =3-`-k. - HY IBM _ ...._. Xw- T=?:. z ^ to ,_...._:.EX- 0_ SME:: - _ :i �"+YyJi s:S _ .�TtA:l -`�^•_�. �c j I � ._.. �.�t—� i ic;-`- F7 '1����'"c._v�"' _KBE ls _ `�' _ —_ _ .K r. r `�•'=='Kz~S'=T- = PFCl, .f 'N 4PRE 3 < ..vC+_.:.. , � -- z=�_r^ `_�o���^>-•^=tea.. ! ; i I I - �:Y g ANT . Com:. �s= F;:a:`= €O. _ .> >..__ [.ice I ^� y'--�^, •`rte _-^vr-.`_� Ott-- --u-Fe r £ - X SIMPSON HOU14 FACTORY INSTRII (1 LOCRTIONS) DRILL 2" HOLE THRU BOTTOM PLATE. HOLD ANCHOR T'•OFF BOTTOM PLATE, 4" FROM EXTERIOR,- 10'-0"SGL STORY -8' G 4-0'-0" ACCESSED THRU EXTERIOR. 7 10'-0" SGL STORY -8' C G 60'-0" 52-10" 39'-1" 19'-5 1/2" 5'-3 3/4" t C-1 2-2x6 R-1 B-1 4-2x6 SPF #2 R-1 Z-2x6 0 0 _ 3-2xs O 3 2xs 72VINYL 3037 O 38592 3037 RANGE EGRESS EGRESS I N DC2430 3330 I 12130 3014 4530 � 13'_4.. � 8 �-----� se 3s L--- - --- -------� - 18'-9 1/2.. - I 9'-5" m m ,SCR36 DW 824 p p 89 scR36 -r I DBL LVL FLR JST BFl _ m rn DBL LVL FLR JS 1 _ UNDER WALL I BATH 4 N UNgER W �`'mlT;��MTE 16'-3 '1/2' N 3-2x6SINGLE BOX TRUSS I d m C14I 0 � (n SNOW DRIFT = 16" O.C. c I 00 LT REO'D/PROV'D: 19.45/31.9 r--- cm I m I VT REO'D/PROV'D: 9.72/19.5 d r-- cIN,v I I c` m30" 38 1/4" -- 3'-4 1/4" PRrEI_ 0 30 BEDRm 1 ; I NF1 I i DINI mi N N I I I B30 I B30 I ___J I N -4 i m L---J I__---I-____J - SINGLE BOX TRUSS I I j STD M 11" O.H. 6-2x6 I SNOW DRIFT = 16"-O.C. L LT REO'D/PROV'D: 13.60/3656 ' VT REO'D/PROV'D: 6.80/18.34 HHUS210-2 JST HANGER In rn I , 3-2x6 I 2-SIMP50N LSTA18 STRAPS N I 6-2x6 COLUMN TO CLG BERM aro i-925 x24'-8" LVL ER MOD _ FLR GIRDER ER MODULE 9-2 1-9.25'x20'-8" LVL EA MOD (D �"� D \i 3-2x6 O (16-TOTAU 1_11.25"x22'-0" LVL ER MOD -- ---- HHUS210-2 JST HANGER 1-1 4-2x4 I 3-2x6 2-2x6 cn 3-2x4 2x6 I - 3 I I (V 8'-0 3/4" R-1 3-zxs 10'_01 10'-0" 3-2x6 1-1 so 2'-2" 3-SIMPSON LSTR18 STRAPS COLUMN TO CLG BERM R(m 3-2X6 m FLR GIRDER EA MODULE I 3 RAF U-TOTAu ON-SITE ROOF CONNECTTONS: (11130006) STOP GAS FIREPLACE RIDGE CONNECTION-4: 1-1/4"x20 o STEEL STRRP FACTORY VENTED THRU 9 REAR CHASE WALL I S W/ 7-0.131"x2.5" NAILS ER END J _ S R34 TRUSS TO RAIL EACH SIDE 3'-4" 4'- 1/2" I IL o l - 6 (5) 0.131"x3.0" NAILS TOED RRIL TO LIVING Rm I oWc o ' °' RRIL PER BAY. .� I - H In 30 RRIL'G Q ON-SITE ROOF CONNECTIONS: (HM585819) RIDGE CONNECTION-6: 1 1/4"x20ga STEEL STRAP BY BLDR LT REQ'D/PROV'D: 24.08/2410 3-2x6 I W/ 7-0131x2.5" NAILS EA END I I LABEL - 6 2-0.131"x3" NAILS TOED. 1 I - - ----- VT REQ'D/PROV'D: 12 09/12.04 - L-- 1 ' FLIP CONNECTION-5: 1 1/4"x209a STEEL STRAP I I RFlISEE DOOR (V ,r'+;N _,z4,,% W/ 7-0131"x2.5" NAILS ER END FERDER & 2-0.131"x3" NAILS TOED. I I JOINT 9: 1-SIMPSON H8 b (2) 0.131"x3.0" NAILS 6'-5" I I 4'-11" 3'-3" 23'-3 1/2" TOED EA TRUSS. 2-2x6 RAISED FLOOR 2-2x6 1 I CLOSET 16" 3859 38595G 6SL2 3859 3859 FINISHED FLOOR <6 ABOVE GRADE 3-24 AROUND ENTIRE PERIMETER R-1 R-1 A_1 B-1 A-1 O A-1 - O' -FLOOD ZONE - NO 40'-0" 36'-0" 29'-9" 20'-0" 10'-3" 4'-0" o 8/03/15 FOUNDATION TYPE - BASEMENT STORIES-ABOVE GRADE - 2 SPRINKLER REQUIRED - NO Irv: LOT ITNF FIRE SEPARATION: - NOT R17OUT_RED NOTE: SEE HIGH WIND DESIGN PLAN la 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FASTENING -4'x10' EXT WALL SHTG 1st STORY + rum Hm I= p ex ® WALLS/PROJECTIONS >s FROM LOT LINE NY GSL DATA: 21 PAPH � PREmiERBUILDERS mwemnam 07-30-15 GH PE NY NOTE: GSL BRSE(301.2(5)l/ELEV-- 35/<1000 SIDEWALL= 2x6 16"oc WINDOWS-' UNITED SGL.HUNG DESIGN SNOW ZONE= 35 GSL A 59M M of vNCY HMM&e nm cm 06-09-15 DM REV APPLICABLE BUILDING CODES: GSL REQ'D/DESIGN= 35/35 MARR WALL= 2x4 16"oC CLG-- R-38, WALL= R-21 ROOF= 7/12 16"oC (9031 w7 At :Pe ym a FAW46-m �a mj i m':- �. 03-19-15 GH REV 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS�ECCC; 2008 NEC' www r bd"Inas m mwm� ,e 03-18-15 DM REV THE PLRNS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT FLOOR JST= 2x10 16"oc FLR= R-19(BY BLDRI ROOF= 7/12 SGL BX is"oc (901 WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH CLG. HGT= 9'-0"/8'-0" (SEE RESCHEC16 DESIGN WIND ZONE= 120 3SG TURN KEY / GEORGIADIS BERMS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. RDDTL BSMT COL - STAIR OPEMG(S) BASED WINDOW 6 DOOR DP= 40/50 a■Wf�1ING: IT IS, A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, LABEL - ON 8.25"/9.00" GEOMETRY DEST= — BLOSSOM LANE 1 STY FLOOR PLRN CUSTOM --—UNLESS-HE-IS-ACTING-UNDER-THE-DIRECTION-OF-A-LICENSED-P-ROFESSIONRL-ENGINEER, - SOUTHOL.D-M-11971 �, - _joe,z5m9; TO ALTER THIS ITEM IN ANY WRY. SUFFOLK CO. HRYES 3-13-2015 1/4"=1'-0" 31994-000 strap header to jack stud and jack LINE-A stud to floor w/ (2) 4'-0" LSTA18 9-3 1/2" 15-4 3/4" R-10 1/2" 4'-0 3/4" 38592 A 3037 RANGE . 72VINYL D ,, 3037 A }_____; M ___ Double 2nd story floor joist above wall. N DW p Double full height ceiling joist above wall. Double LVL floor joist under wall. Ln Fasten 2nd story double floor joist to 1st `� N � ry j - co A fasten 1st stud in story double ceiling joist and double --{ interior wall to Line 1 ceiling joist to top plate w/ 0.131"x3" nails fasten 1 st stud in N ; ; exterior wall �_____T toed at 2" o.c. interior wall to FM 14 Line 3 column w/ 2 rows I I I Fasten bottom plate to double LVL floor exterior wall -1 „ " in of 0.131 x3 nails I I I joist w/ 2 rows of 0.131 x3 nails at 6 o.c. Line 2 column w/ 2 rows "' m L___J �� L___--J_----_J Llne 4 Pt 6 o.c. per row per row of 0.131-"x3" nails , A g at 6" o.c. per row BFIELD INSTALLED: cLn v SIMPSON LSTR18 a 1611oc i cv w/ 10-10d NAILS r+ 0 2nd STY FLOOR BAND TO -_-- (n 1st STY CEILING BAND ---- (ONE SIDE ONLY) CV A A U CO i CV 10'-0" CEILING ACCESS om FOR FIELD INSTALLED r-- A CTR. GIRDER BOLTS. SEE DET. #4 SHT 7fl1 I EDGES SUPPORTED A STHD14RJ I w Line 1 m 4 1 B = (5) LSTA18 from wall studs to double LVL Line 2 30 floor joist. I U_ C = HHUS210-2 hanger from double LVL floor joist to-mateline floor girder. Provide connection [Al from floor girder to foundation for 5000# uplift fl on-site. D = HDU14 on 4 2x6 SPF #2 studs. f i 3859 3._1.. 385956 5-5 1/4" 36SL2 s'-5 1/4" 3859 3._i.. 3859 08/03/15 LINE-8 JEW NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN c ��EM EXTOMM STUDS AND TOP PLATE LIMITATIONS REMIER13UIL®ERS NY NOTE: -4'x10' EXT WALL SHTG i , . Baa etoe APPLICABLE BUILDING CODES: A WZ Lin:OF 92MY HV=e�C 2010 RESIDENTIAL CODE OF NEW YORK STATE: 2010 NYS ECCC: 2008 NEC _W Pa 7M 957 44; '�EON= luumJL °g THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVAL.ON FILE WITH TURN KEY / GEORGIADIS MMRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. UEWARNIPlG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 1st STORY HIGH WIND DESIGN - la PLM CUSTOM UNLE55 HE IS ACTING UNDER THE DIRECTI I OF A LICENSED ERQFESSIONRL_ENGINEER, --- TS ALTER THIS ITEM IN ANY WRY. o�aw HAYES 7-22-15 DB 1/4"=1'-0" X31994_000 M - ' R-1 _ (1) CS16 58" LONG FROM 2nd STORY WALL STUDS TO 1st STORY 40'-0" 26'-7" L 18'-5" 6-7 1/2" WRLL STUDS. (4-LOCATIONS) 1 2 1/4" R A R . 2 '1/4." — � 2-2x6 z 2xs 3037SGO 3037SG O 3859 OI EGRESS R P 13'-4" '-3 1/ " 12'-3" I PD6070 DRAFT I SOAKER STOP I � . I DBL JST AT TUB I - BATH 2 m BATH 1 BEDRm 5 cX _ LT REO'O/PROV'D: 10.02/12.05 - VT REO'D/PROV'D: 5.01/6.02 0 i m XRRF ccF 5 30 30 LF 30 � -3& 2-SIMP50N L57A18 STRAPS I I 2nd STY FLR GEMM TO - ist STY ac GIRDER EAai HALF m O O \(VT rrPY FLR GDMM OPs I 48WS ts-TOT I-T251'px19'-4" LVL ER MOD 2 Z STY CLG GIBER ERCH OTALXF= 7 30 -- %o c- 2-2x6 N , 4-2x3 ---------------- - 4-2x3 11'-1" 3-zx3 - 48WS 1T-2 1/2" 2-SIMP50N L5TAiB STRAPS 1-18"x20'-8" LVL ER MOD COLUMN To CLG BEAM Aro 9 FLR GIRDER EA MODULE (is-TOTRU - 2-SIMPSON LSTR18 STRAPS COLUMN TO CLG BEAM AM BEDRm 2 rssLR GDMM EA MODULE _ BEDRm 3 BEDRm 4 LT REO'D/PROV'D: 16.70/24.10 m V-T-REO'D/P-ROV-'D:7.85/12.04 _ LT REO'D/PROV'D: 11.09/12.05 _ L-T--REO'D/P-ROV-'D:-11.08/24.10- - - VT-REO'D/PROV'D:-5.54/6.02 VT REO'D/PROV'D: 5IRM .54/12.04 11'-8 1/2" '-3" m 10'-7 1/2" 12'-3 1/2" ` I _ EGRESS EGRESSI EGRESS EGRESS EGRESS O Ll 3859 O 3859 O 3859 O 3859 O 3859co co cn 36'_0" 29'-9" 20'-0" 10'-3" 4'-0" 08/03/15 REV: NOTE: SEE HIGH WIND DESIGN PLAN 2fl b DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING b FASTENING �REMIERBUILDERS D7-30-15 GH PE -4'x9' EXT WALL SHTG 2nd STORY RM�,®,� NY NOTE: ,��, ems+wmmnn + APPLICABLE BUILDING CODES: 3210 f &S NO'G W` A sates M OF MMy xaM#C Fm°m 06-09-15 OM REV 2010 RESIDENTIAL CODE OF NEW YORK STRTE; 2010 NYS ECCC; 2008 NEC •687 Pa Rt44M anm Pa frIM t(57QS4B-M E..am�wm .0. 03-19-15 GH REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT www � 03-18-15 DM REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH SIDEWRLL= 2x6 16"o0 TURN KEY / GEORGIADIS MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON_12/15/2010 UNDER SYSTEM #M1387-02-070. MRRR WALL= 2x3 16"oc aaWp� : IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FLOOR JST= 2x8 16"oc 2 STY FLOOR PLAN FLMCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, CLG HGT= 8'-0" _ --"TO-RLTER-THISZTEM-IN-RNY-WR . �e� - ' HAYES 3-13-2015 X1/4"=1'-0" 3 94_000 strap to 1 st story header LINE-A 12'-2" S-8" 8'-11 1/2" S-0 1/2" I , I - I I o I I 1 , I I I Z I I Lv J I I H ------ -------------- - I I J � (O N N FIELD INSTALLED: FIELD INSTALLED: 1-SIMP50N LSTA30FLOOR ACCESS 1-SIMPSON L5TR30 W/ 22-10d NAILS FOR FIELD INSTALLED AAC 2H NAILS CROSSSS HALVES AT TOP ACROSS HRLVES AT TOP CTR. GIRDER BOLTS. PLRTE OF WALL & PLATE OF WALL & SEE DET. #4 SHT 7fl-2 2-SIMPSON LSTR30 2-SIMPSON LSTR30 EDGES SUPPORTED W/ 22-10d NAILS 22-10d NAILS RC RCRO55 HALVES AT FLOORS HRLVES AT FLOOR PERIMETER FLOOR PERIMETER (3 TOTAL) (3 TOTAL) r4- A = (1) CS 16 (58" long) from 2nd story wall studs to 1st story q q wall studs I 3'-1" - 6'-7" L 6'-7" 3'-1" 08/03/15 LINE-B mv.; NOTE SEE HIGH WIND DESIGN'SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN :c , NY NOTE: S-4x9' EXT WALL S-RND TOP PLATE LIMITATIONS LIMITATIONS 3 i �e 0� wmiE� �� msRM FORM0 APPLICABLE BUILDING CODES "SCM=OF = RMEM 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC Pa 7M ° L TIS PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GEORGIRDIS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. MAINSTREET L": WRRNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, - 2nd STORY HIGH WIND DESIGN - 2a �USTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER,TO-RL7ER-THIS-ITEM-IN ANY_7A . ati.x H - fre e — - AYES 7-22-15 DB 1/4"=1'-0" 31994_000 COIL WIRE ® 84" AFF 3 CENTER OF BOWL FOR 3 ON-SITE FIXTURE I - S S- I 5 j 5 �1---1--- ET] �j---- 9- -5- =1----- In �3 In r- - ----- - 3 ELECT PNL DWI s I Q 0 , 4 ®SMT) :::D-r I i (s' colo i I I t , 39s I 21I R1iI T LtL II I I, 3- � - - -- - - - - - 5 5 5RR 5 I L_ I I I I I I A _ I I 5 -- I 3 t 5`l' � 5P 11 1 ; 3 I r - - ---- r - I � �7 I $' ¢ I J I L----- m m I 3 5 I -(n 5� L---- ---- -- ------ --- - -- - --U) (n- - 1- - ----- - , L - - i - I - - - - - -U) S R - - - -- - - - - - �Rr i I j I 3 --- ------- - I 3 I I I - - -- -- --- -- ----- -- - -- --- ------ -- --, 14-3 TO II ` R "8" 5 I I 6SMT SO II i 3 -- i ---12 r , 2 2 53 I I I I - - - - � r --(n r--- m S 5 I g ,3 4b I II 6 7 I I 6 II Im IL - -IK/- - -- -- -- - - - R - - - --- - - - - R I 6 1' 6 6 I I r-- 7 97 x I I 6 6J❑ t COIL WIRE ® 84" RFF ,.. CENTER OF BOWL FOR I I � � �`•r � _ :.' ,;,,'.;, �, ON-SITE FIXTURE' S I I I I - - - -- - - -- - - - - - --- - I I I I R R R 6 ' I I L - , I s S S r ---SS3 1 I 6�)6 6 WF 08/03/15 IIMA 11-11-SOM MR HEAT SYSTEM: ON-SITE BY OTHERS REV. onaLlm 2. RLLICEILINGTLIIGHT BOXES�SH LLLSBETRATED FOR 50a PER 2008 OVIDED NEC 31422008 7(A) rs�-,= 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT RS PREMIERB UIL®ERS �+ NY NOTE: SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP MM IC "m°m RPPLICRBLE BUILDING CODES: 4. REO'D FRONT & REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE � =OF ME===2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC ADDITIONAL "GRRDE-ACCESSIBLE" EXT GFCI RECEPTS SHRLL BE PROVIDED 'tW�� '� 07-25-15 GH PE �'�'a -- �- TI-E PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT AND INSTRLLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR WINIMPMA"dmem 06-23-15 DM REV SERHES WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRROE. TURN KEY / GEORGIRDIS MRINSTREET THE DEPT OF' STRTE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM *M1387-02-070. 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT g$WRRPIING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, REQUIRING SERVICING, PER 2008 NEC, SEC 210.70(R)(3) TO BE PROVIDED AND 1- STY ELECT PLAN RAN NW UNLESS_HE-IS-2CTING_UNDER THE-DIRECTION_OF A_LICENSED PROEESSIONRL-ENGINEER, INSTALLED ON-SITE BY OTHERS. CUSTOM SCFLB— TO ALTER THIS ITEM IN ANY WRY. �` a _DRM 06-09-15 1/4"=1'-0" 31994-000 r - - - -- - r -- - --- - - - - - --- - --- ----- -- --- -- - -- ---- - -- ----------- - -- - ----------- ----- - - - -- ---, I 3 3 I , I 1 I I I < I I -------- Z0 8 I I I I I ZO 8 ..B.. _ I I I _ i IIIIII IIIIII III II 14-3 20� II1 20 JIIiI IIi 0 --- - -2 8 IrIII 4-32R 20 8 ------J 4c -1 GFI � I N 8 $ 0 - , - C S is J J I I J I - I I [n I S- - - J - S S --, D 20 20 8 i - r--- , M 8 I A33 ' 3 3 - ---- - --"-- ------ - - I -- - -(n —— Q 18SMTT 1 t I II Rp -- ----- -R0------ R I I I r-J 1 8 $ I I -------_----------- 13 I I L---J L I 1 tttRRR...��'UUUIII... LOCRTE RT r------(n I I SL AR ROOF PERK I v 8 22 i ------------------ 22 j 8 ¢c I I I I I zz ; � ; u 22 I I - 21 I I 21 ---J 22 "A" 22 I 1 ¢ 1 221 21 �14-3<_%iP I I 21 22 I 14-3 21 .B.. 22- 22 i 22 21 21 21 08/03/15 t - REV. PLM Hm Mm ennum NY NOTE: aM PAPH, MUM= PREMIERBUIL®ERs A=0=OF MKl'XM=®OC rim MWL RPPLICRBLE BUILDING CODES: 44� 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC � Pe VM *PZU46-M =d� " TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT wwwp bult�rs aom 05-23-15 DM REV THEHDEPT OFF STATE, WHIE PLANS AND CH WEREONS ASSOCIATED APPROVED ON 2/11WITH 2010 UNDER SYSTEM OVAL ON M138WITH 70. TURN KEY / GEORGIADIS' MAINSTREET aaWRRNWG: ITIS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2 STY ELECT PLAN FLMCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER. �oare � � _ --TO-RLTER THIS ITEM IN-RNY WRY. DRM 06-09-15 1/ -"=V-0° 31994-000 LINE R SLIDING CONNECTIONS: LINE A AND B 60'-0" 0.131"x3" TOENAILS v 4' O.C. B 10'-6 3/4" r — — — — — — ——— — — — — — —————— — —— —— — —— — — — — — —————— — — — — — — — — — —— —— — — — — — — ——— — ————— — — ——— — — — — — — — — — —— — — — — ———— — — — —— — — —— — — — — — — — — — — — — — —— ——— — r- - - - -- - -- - - - - -- -- - - - ---- - -- - - - - - - -- -- - --- - - - - - - -- - - - - - - -- - - - - --- - - - - - - - - - - - - - - --- - - ----- - - --- - - - - - - - - - - - - - - - - - - --- - - - SILL PLATE TO FOUNDATION 177 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR ® 48"oc 1365 PLF I I N CONNECTION - LINE A 163 PLF UPLIFT BOLT(ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED I n SILL PLATE TO FOUNDATION 265 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR 9 30"oc SIMPSON STHD14RJ 14-16d SINKER NAILS (FIELD — I CONNECTION - LINE B 316 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED A❑ I I PROVIDED AND INSTALLED ON SITE (12 LOCATIONS) I SILL PLATE TO FOUNDATION 815 PLF SLIDING AND. 2" SQUARE WASHER w/ 1/2" ANCHOR ® 16"0c A I I CONNECTION - LINE 1 b 3 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED © SIMPSON HDU14 w/36-505 1/4"x2 1/2" SCREWS I I & 'I" THREADED ROD w/10" MIN EMBED IN 28" WIDE FOOTING I I SILL PLATE TO FOUNDATION 815 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR ® 16"oc (1 LOCATIONS) DRILL 2" HOLE THRU BOTTOM PLATE. 1 I CONNECTION - LINE 2 b 4 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED o) HOLD ANCHOR 7" OFF BOTTOM PLATE, ACCESSED THRU EXTERIOR f17 I I - L ct' I M Z NOTE_ 1/2" ANCHOR BOLTS REQUIRED PER ABOVE CHART (2) PER SILL a I I PLATE SECTION. ANCHOR BOLT IS REQUIRED 3.5" MIN - 12° CENTER GIRDER SPANS PER APPROVED SYSTEM PG 3c _ �..- ` 1` A I MAX FROM EACH END OF EACH SILL PLATE SECTION. '=` .�',` I m CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED AND CRLC MANUAL ON FILE. WITH STATE I I W FROM MODULAR TO FOUNDATION ON-SITE BY BLDR. I I Z I I I I �_ " 1_ " 08/03/1S 51-1111 5 11 51-111 51-111 91-011 9 0 I `f' I I I L _ _ _ _ _ _ __ ___ _ _ _ __ ____, r — — ___ _ __ _ _ _ _ _ _______J CO - ----F--9--I--- I- —i-- --6--I--- I--��- - —I—E�—F-- - _1 J L- - - - - - - - -- - - -- ---- - I I I I I I 2594 PLF I I �� I I r - u 10'_0" I pT ___ _ 10-0 (V 9.957 LBS 19,529 LBS 24,728 LB5 `3� 15,155 LBS I - iv 3,211 LBS UPLIFT 3,211 LBS UPLIFT 4,924 LBS UPLIFT ��` 4,924 LBS UPLIFT I I A \' •- - I I I I C3 FR bi I I I I A I I I _ I I Nomm IZi I L ALL EXPOSES �LISTIDN TLSECTION+OF RWPA R OI F X 07 02 WOOD l}Wi]S Fl�VRTIVE-iRERTm IN WITH RWFR UL 2�� 15 TN CONTArl WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE WOOD SNAFELE FOR I I I W O] J I H1 GROUND COLD USE. SHALL 9E APPROVED Wa70 aFP TREAT AZPROV l SIIdRT}E FgLD IN WITH RWPA M� c CUT E7D9.NOTCIES DI201m HNOLES or SLIDING CONNECTIONS: I I S. N709 USED IN THE CONSTRUCTION OF PORCHES&DECKS 9371 ISE TFEMED AND MEETTHE REOU MMEN 9 OF ASTM F 155/. THFEF= LINE 1, 2, 3 8� 4 I of aN�RmaSTATM aeDLTSDOa LTACTTHD I HELICAL SCREWS 9i tTa as GUM SH*M mazi°0D szrzEWs SHALL MEET TIE errs I I Hi FLRS M SELL E£C Fi�iFiNT METAL IF R MWIUM NOMINAL TH=ESS'OF 0019 IIAES OR AN APPROVED IAN-PETFL IC MlTrERlRf_ I SIMPSON STRONG-TIE LTP4 C� I I 5' R A&�E USED IN agiEC`CONfTACT `rTH L"MBER'FUUID `MTA PRE5ERVRTIVES THAT CONTAIN C0PPER SUCH AS `M 8" O.C. INSTALLED I I '' `�srEEL,NAILS, N e�FOR USE 00 ZMrIVE T H�orTID—.—�SHALL�R�"�MENTS OF I -- &�TFRSiENdm on u THAI THAN Am TTL FOR FlRb� 72 SfiLL PERMITT m.EE. FF MC FOREM OEPOSLfID�ZWC ID STEEL WCiH COFMM I r 12'- ON-SITE BY BLDR I I pppWIITpppH�F15-1M Ham,ams "W UM I I A I !1 FA(�PEO+ ASTM To L�RSTM A�G25 COORTMiM TGAl_VAN=OR SHALL O t£HOT F-cDSTRNLiM �G'eLV(�AFTER � CV 10 FASTII•ERS AND CONNECT04S EXPOSED TO SALT WATER OR LOCATED WITHIN MO FEET OF A SALT WATER SHORELINE &pl1 BE STSMNLE99 SiEEEL I I + GRADE 304 OR ML I 'i _ 1L ALL OTHER COAIID oR FABiIIERS oR 9fi1 t£AS APPROVED Sr THE Alltt O'Sr1 HRVOEG dJRZSACifOM I 1365 PLF- -- - -- -a HOT— DTIC�OATID STEEL CM&T R-OUIRU) AT FW CONNECTIONS INTO CONCIEM --- -- - -- - - - - A L-- - - - - -- - - - - - -- -- - -- -- - -- ---- -- F- L_ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ ____ __ _ __ _ _ __—— _— _ _ _ _ _ _ __ _ _— — — __— — ———___ _ _ _ __ ——— J - - - 4-0'_0,T A C14 cli 3" NOTE2 L COLUMN SPACING CAN BE ADJUSTED AS LONG AS MAX. CLEAR SPAN IS NOT LINE B A n EXCEEDED, COLUMNS AT POINT LORD LOCATIONS ARE NOT- MOVED, AND A - 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 BRSED ON INDICRTED COLUMN n . SPACING SHOWN. IF COLUMNS ARE MOVED, LORDING•VALUES WILL BE VOID. NQTFS: L THIS FOUNDRTION DRAWING AND NOTES ARE FOR-REVIEW ONLY. ACTUAL FEV: 3. CENTER FLOOR GIRDER- SHRLL CONSIST OF 6-2x10 SPF#2 (26/28/31W) OR 4-2x8 SPF#2 (24W) FOUNDATION DESIGN TO BE APPROVED BY R PROFESSIONRL ENGINEER MEMBERS WITH SPLICES LOCATED A MINIMUM OF 2 FEET APART ON EACH MODULE OR REGISTERED ARCHITECT. �, 1 p,q gp y� � ,m 4. SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. tt)( � �T'� PR�/0',IE��UfL®�fisa,�, NY NOTE: MODULES TO FOUNDATION (COLUMNS, PERIMETER b CORNER ANCHORS REQUIRED)). 3. SEE FLOOR, PLAN FOR DIMENSIONS OF UNITS b STRIR LOCRTION. APPLICABLE BUILDING CODES: 4. SEE MASTER SERIES DWGS- SHT. N0. 3c b 4n, FOR NOTES AND DETAILS. a MND=aF NWLI'Ia=AC RM EWL 2010 RESIDENTIAL CODE NEW YORK STATE; 2010 NYS ECCC; 2008 NEC 5. MAX. CENTER FLOOR GIRDER SUPPORT COLUMN SPRCING= 7'-7" 07 Pa Rt Uro. Pa 177M 0 070548-896 THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT = 10'-1" NOT CARRYING ROOF LORD + - m�L m 7-30-15 GH PE WITH THE PLANS RND'SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH NOTE: FOUNDATION SHALL BE DESIGNED BY R NYS DESIGN PROFESSIONAL WITH TURN KEY / GEORGIRDIS- MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070.- KNOWLEDGE OF LOCRL SOIL CONDITIONS. THIS SAMPLE PLAN IS MERNT —WP�lING' IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, ONLY TO COMMUNICATE THE DIMENSIONAL AND LORDING INFORMATION TO TS. FOUNDATION LAYOUT PLAN rte. UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED CUSTOM --1O-ALTER THIS ITEM IN-RNY WAY. IWH_Err �r scram _,x��� WITH THE REQUIREMENTS—OF THE MODULAR BUIZDING. HRYES 7-22-15 DB 1/4"=1'-0" 31994_000 _ _ �3r r •P �3 a`•Y � `}p}e CLG. ~ ? ✓Vet FEE -T77 i 08/03/15 in rn FLR. CLG. CLG. f D /7 0o rn FLR. FLR. FLR GRADE ACCESS BY OTHERS11 GRADE ACCESS BY BLOB FRONT ELEVATION NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES �'; .F � f "'�mm®'°""'= � fWR PREMIERBUILDERSwww NY NOTE: rim cm APPLICABLE BUILDING CODES: "saw°=°F UNCr MM Nc 2010 RESIDENTIAL CODE OF NEW YORK STATE, 2010 NYS ECCC; 2008 NEC , 4%Um y. PaiT75e 0 67050-M TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SER= WITH THE PLANS AND SPECIFICATIONS ASSOCIATED-WITH THE APPROVAL ON FILE WITH TURN KEY / GEORGIRDIS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-027070. MRINSTREET PLM1111WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FRONT ELEVATION -1 CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER, TO—RLTER—THIS—ITEMS RNY—WRY. ow-sr.- 7-22-15 DB X1/4"=1'-0" 1 31994-000 - J " ✓ gyp-Ii CLG. _ 08/03/15 rn FLR CLG. — G CLG. FFH,\ \\ FM\ co kffi co rn FLA. FLR. FLS:. GRADE RCCE55 BY BLDR RERR ELEVATION NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES KM RM IM EMEFC11M r REMIERBUILDERS NY NOTE: sKs=OF om APPLICABLE BUILDING CODES: cr Nq�nc 2010 RESIDENTIAL CODE OF NEW YORK STRTE: 2010 NYS ECCC: 2008 NEC fB7 Pe Rt44� Pa T/758 °457v8 89�' 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 TURN KEY / GEORGIRDIS A NSTREET THE DEPT OF STRTE, 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, REAR ELEVATION —1 rLmCUSTOM __ UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER. _ -T0 ALTER^THIS ITEF1 IN ANY WAY. ma-�` a HRYES 7-22-15 DB 1/4"=1'-0" 31994_000 12 �7 - CLG. is rn FLP- 1 CL.G. — LG. G CD co 08/03/15 O1 // FLR. LEFT ELEVRTION NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES 11 x 3-51PRI, _ , REV. RJM HRWE IM exm.Tm NY NOTE: PREMIERBUILDERS RPPLICRBLE BUILDING CODES: mm em d sNZ=of MOM NNM NC 2010 RESIDENTIAL CODE OF NEW YORK STRTE; 2010 NYS ECCC; 2008 NEC f87 Pa Rt44ff Pa f/758 +457Ur48 896 c+•.�+ i m,i_n THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ean '�"� " WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GEORGIADIS MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. PLMNW �aWRPNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LEFT ELEVATION -1 CUSTOM ___UNLESS_HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONRL ENGINEER, ° TO RLTER THIS ITEM IN RNY WRY. �` �`� - HAYES 7-22-15 DB 1/4"=1'-0" 31994_000 12- 7 CLG. CD rn FLR. cn,i •^ x x..l vx c 08/03/15 GRRDE ACCESS BY OTHERS RIGHT ELEVATION MlWJMVSNOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES � � FEV. nae mm tea+ernmcm NY NOTE: PREMIERBUILDERS RPPLICRBLE BUILDING CODES: A SKS=OF M M Y to NS RC _ 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC _ W7 Pe Rt44a Pa VM *R7018 895 ��•-�a t m.is-r� TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT enter-dd WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE.RPPROVRL ON FILE WITH TURN KEY / GEORGIADIS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070: MAINSTREET PLmmmWRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, RIGHT ELEVATION —1 CUSTOM _ UNLESS HE IS ACTING UNDER,THE DIRECTION OF A LICENSEDD -PROFESSIONRL ENGINEER, --TO ACTER THIS-ITEFI IN-RNY-WRY- °1� �` ° '1� " HAYES 7-22-15 DB 1/4"=1'-0" 31994_000 7 LVL INTERCONNECTION DETAIL EWAL SPACES (2. LY-PFA rPLY 9M 4-pLv REAM - • • e • ' T31'b'OR a 131,0,m 1/B'BOLTS' f 0.15fas,NABS DlezaT NABS FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: (2) 1.5" MEMBER BEAMS. -USE (3) ROWS OF 0 131"x3" NAILS @ 12" O.C- (575 PLF MAX UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" 0-C (1,150 PLF MAX. UNIFORM LOAD) O131,T Naas(1.s°MEMBERS) (2) 175" MEMBER BEAMS o131's3T RAM(175'MEMMOO ) -USE (3) ROWS OF 0.162"x3.5",NAILS @ 12" O.0 (845 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.162"x3.5" NAILS @ 6" O.C. (1,690 PLF MAX- UNIFORM LOAD) (3) 1.5" MEMBER BEAMS: -USE (3) ROWS OF 0.131"x3" NAILS @ 12" O.C- (431 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" 0-C. (863 PLF MAX. UNIFORM LOAD) eu1LT UP COLUMN -USE (3) ROWS OF 0.131"0" NAILS @ 4" O.C. (1,294 PLF MAX. UNIFORM-LOAD) FASTENING (3)- 1.75" MEMBER BEAMS: -USE (3) ROWS OF 0.162"x3.5" NAILS @ 12" O.C. (635 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.162"x3.5" NAILS @ 6" O.C. (1,270 PLF MAX. UNIFORM LOAD) (4) 1.5" OR 1.75" MEMBER BEAMS: -USE (2) ROWS OF 1/2" BOLTS @ 12" O.C. (580 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 1/2" BOLTS @ 12" 0-C (`870 PLF MAX. UNIFORM LOAD)' NOTES: -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM A`4" -7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED, -LOAD DURATION FACTORS MAY BE APPLIED TO.THE LOADS LISTED ABOVE 1 08/03/15 13 PAPSa 4000 Mvi BLMZAXVEL AUTHMTaZfff= AqNw.AUTHOMMMMCw,: mm"m� NY NOTE: PREMIERBUILDERS fflumcompomm mmem RPPL ICABLE BUILDING CODES: A MJ3=OF MMY RNM Ne 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC fiB7 Pa Rt May. Pe i/7�'• a7o rs es6 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 TURNKEY / GEORGIRDIS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. MRINSTREET a�WARNIIVG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LVL INTERCONNECTION DETAIL PLM USTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, _ TO—ALTER THIS—ITEM IN—ANY WAY. ° �' � M � HRYES 7-25-15 PE 1/4"=1'-0" 1 31994_000 2003/2006 IRC CHART 2010 RCNYS CHART PER TABLE R301_2.1,2 WIND—BORNE DEBRIS OPENING PROTEC11ON OPTIONS- FASTENER SPACING 1. PRE—ENGINEERED WINDOW/DOOR PROTECTORS MAY BE INSTALLED ON—SITE BY FASTENER COR=4' AOR=6"- PANEL SPAN a'<PANEL SPAN <<PANEL SPAN 'OR=B' OTHERS_(MUST MEET ALL STATE& LOCAL CODE REQUIREMENTS) 2 WOOD,STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16° AND MAX PANEL NO. 6 SCREWS 16" 12" 9' SPAN OF S' SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE ATTACHED NO. 8 SCREWS 16" 16" 12' TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANEL ATTACHMENTS SHALL-BE DESIGNED TO RESIST THE 2009/2012'IRC CHART, COMPONENTS AND CLADDING LOADS DETERMINED,IN ACCORDANCE WITH THE FASTENER SPACING PROVISIONS OF ASCE 7. ATTACHMENT IS PERMITTED ACCORDING TO FASTENING FASTENER PANE.SPAN, 4'<PANEL SPAN 6'<PANEL SPAN LISTED ON THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33' OR LESS TYPE <OR=4' <OR=6' <OR=8' WHERE WIND SPEEDS DO NOT EXCEED 130 MPH. NO. 8 SCREWS 16" 10" B. 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF THE WOOD STRUCTURAL PANE_ 2 FASTENERS SHALL BE LOCATED A MIN OF 1'FROM THE EDGE OF THE PANEL 3 FASTENERS SHALL BELONG ENCUGH T9 PENETRATE THRCUGH THE EXTERIOR'WALL COVERING A MIN OF 1 75,L INTO WOOD WALL FRAMING,A MIN OF 125"INTO CONCRETE BLOCK OR CONCRETE;OR INTO STEEL FRAMING BY AT LEAST THREE THREADS.FASTENERS SHALL BE LOCATED A MIN OF 25 FROM HE EDGE OF CONCRETE BLOCK OR CONCRETE 1x3 FRAME BOARD. 4. WHERE SCREWS ARE ATTACHED TO MASONRY OR ASONRY/STUCCO,THEY SHALL BE INSIDE DIMENSION TO BE LARGER THAN CAPACITY OF 49 NBRATIOAI RESISTAM ANCHORS HANNG A MIN WITHDRAWAL 01 OUTSIDE DIMENSION OF THE WINDOW FRAME, AND FASTENED TO SOLID FRAMING MEMBER BEHIND SIDING. OSB,MIN. lw_ Yr �"� 14 WIND BORNE DEBRIS PROTECTION DETAIL 08/03/1mm srmum5 mm on NY NOTE: PREMIERBUILDERS A 541Z=CIF MMY MM PC APPLICABLE BUILDING CODES: W7 Pe Rt44,T. Pa 2010 RESIDENTIAL CODE OF NEW YORK STATE: 2010 NYS ECCC: 2008 NEC ' i77� 'fig °` " THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT mw� SEREM" WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GEORGIRDIS THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. MRINSTREET [amwRRNII�G: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WINDBORNE DEBRIS PROTECTION E'Lr Ho. UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, CUSTOM DbRdETr. EFT►E SCxiLE 1oE3o7ZK — TO-ALTER THIS-ITEM-IN-RNY-WRY. HRYES 7-25-15 PE 1/4"=1'-0" 31994_000 JOB PRE-31994 JOB PRE-31994 dX4 mph 34MM, SHEET NO 38 OF 44 SHEET NO 38A OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE _ Design Summary Design Summary Location Force, Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS18 (6)0148inx1.5in nails each Location Connection Wall Force Spacing Reference _ .Stud Connection 314 plf end Sheet 5 7/16"OSB/PLY overlap line_A 314 plf 6 in o.c. @ 16 in o c. 2 rows of 0.131"x2.5"Nails 2nd Story Wall line_B 314 plf 6 in o c. Stud to 2nd Story Floor Band 6 Connection 7/16"OSB/PLY overlap line_1 210 plf 6 in o.c. 2 rows of 0.131"x2.5"Nails • Ox line-2 210 plf 6 in o.c. ' ;giz jj N 7/16"OSB/PLY overlap line_A 237 plf 6 in o.c. YS E•;a, ,,;j„� ; :_ C 2 rows of 0.131"x2.5"Nails h If 2nd Story Floor line_B 237 plf 6 in o.c. �„ = Band to 1st Story ,. 6 N 'C” Ceiling Band O Connection 7/16"OSB/PLY overlap line 1 210 plf 6 in o.c. U _ 2� 08/003/15 $ 2 rows of 0 131"x2 5"Nails ,a ? line-2 210 plf 6 in o.c N 7/16"OSB/PLY overlap line_A 237 plf 6 in o.c. O U) 2 rows of 0.131"x2.5"Nails C 1st Story Ceiling line_B 237 plf 6 in o.c. - Band to 1 st Story 6 v Wall Stud _ Connection = 7/16„OSB/PLY overlap line-1 210 plf 6 in o.c. O 2 rows of 0 131"x2 5”Nails U • line-2 210 plf 6 In o.c. Q. 1. Note: 8d nails=0.939"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� 08/03/15 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. JOB PRE-31994 JOB PRE-31994 SHEET NO 38B OF 44 SHEET NO. 38C OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Location Connection Wall Force Spacing Reference - - Roof Truss to 2nd Story Wall Simpson Strong-Tie LSTA12 (10)0.148"x2 5"nails. Stud Connection 385 plf Sheet 11 7/16"OSB/PLY overlap floor- line_A 226 plf 6 in o.c: (5 each end of strap) rim foist 6" - @ 16 in o c 1st Story Wall line_B 504 plf 4 in o.c. Stud to Floor 0.131m x2-1/tin nails 6A y Band Connection r. . O line-1 &3 0 plf 6 in o.c. Use 2 rows of fasteners along . Q bottom edge of panel '> d line_2&4 0 plf 6 in o.c. U line_A 226 If 5 in o.c. . 7/16' OSB/PLY overlap sill P _$ plateal 5"CL ` 52c D line_B 504 plf 2 in o.c. M = Floor Band to Sill 0 131 in x 2-1/2in nails Sheet 7 Plate Connection 08/03/15 i Use 1 row of fasteners along line-1 &3 0 plf 3 in o.c. bottom edge of panel line-2&4 0 pif 3 in o.c. - O - to - - C O V O C 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 O U 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. Q- 08/03/15 -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. ti JOB PRE-31994 JOB PRE-31994 SHEET NO. 38D OF 44 SHEET NO. 39 OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line—l'- 7/16"OSB w/0.131"x2.5"nails @ 210 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-,line 2 7/16"OSB w/0.131"x2.5"nails @ 210,plf 6"o.c.panel edge&12"o.c.field Sheet 18 2nd Story Wall Stud to 2nd Simpson Strong-Tie LSTA12 (10) 0 148inx2.5in nails nailing(exterior) StoryFloor Band Connection, 326 plf 1.1A Perforated (5 each end of strap) 16 in o c. 2nd Story Wall-line—A 7/16"OSB w/0.131"x2.5"nails @ ` 99 plf 6"o.c.panel edge&12"o c,field Sheet 18 J Perforated nailing(exterior) 2nd Story Wall-line_B 7/16" OSB w/0.131"x2.5"nails @ 2nd Story Floor Band to 1st 132 plf 6"o.c.panel edge&12"ox field Sheet 18 cn Simpson Strong-Tie LSTA15 (12)0.148inx2.5in nails nailing(exterior) Story Ceding Band Connection 652 plf (6 each end of strap) 11A �, Perforated (One Side Only) 16 in o.c M ccs N L - ca7/16"OSB w/0.131"x2.5"nails @ rn lst Story Wall-line-1 471 plf 4"o.c.panel edge&12"o.c.field 18A 0 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 ry g (1 O)0.148mx2.5in Wads c� 0 326 plf 11B 0 Segmented nailing(exterior) Story Wall Stud Connection (5 each end of strao-, 16 in o.c. N 0 '- •c�' __- ,1 7/16"OSB w/0.131"x2.5"nails @ 1st Story Wall-line 2 `'= 613 plf 3"o.c.panel edge&12"o.c.field13 U Segmented nailing(exterior) :y�� ?F •p a x;y" 'r°5 ,.`3' a_e. , ., �,...,..-..,.,.,s 1st Story Wall-line A 7/16"OSB w/0.131"x2.5'nails @ CL ;>• ' x' i — 163 plf 4"o.c.panel edge&12"o'.c.field Perforated nailing(exterior) C.:• l .F q�W.�1. x-z. _iii°: 7/16"OSB w/0.131"x2.5'nails @ 1st Story Wall-line B 316 plf 3 o.c.panel edge&12"o.c.field 8A Perforated nailing(exterior) S 08/03/15 I 08/03/15 I 1 st Story Wall Stud to Floor 326If Simpson Strong-Tie LSTA12 (10)0 148"x2.5"nails 11B Girder Connection p (5 each end of strap) @16 in o.c. _ Note: 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. Floor Girder to Foundation 267 plf Fasten on-site for listed load 11B Connection Gable wall studs at roof level must be same,size,species and grade as wall below. They must also An-equal or better connection device may be substituted for any connection device listed. Staples and be sheathed and fastened the same as wall below. Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-31994 JOB PRE-31994 SHEET NO 39A OF 44 SHEET NO 40 OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary (con'd) Note. Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Location Force Exterior Panel Interior Panel Reference of0131"x3" Nails at' ' 8':. in cc. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line-1 (1) Simpson Strong-Tie CS16 1142 Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1 st Story Module-line-2 (1) Simpson Strong-Tie CS16 1142'Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story line_A Dead Load of Structure is s -*', ;re�_' VI OK Sufficient to Resist Overturning "' 0 Si eet 21 e yw Load = `l N 0 2nd Story Module to 1st Story 4 QModule-line_B Dead Load of Structure is �wa »� T CD 8/03/15 CISC OK Sufficient to Resist Overturning ` .3 `_$ Sheet 21 1st Story Wall-line 3 7/16"OSB w/0.131"x2.5"nails @ _ Load 0 271 plf 6"o.c.panel edge&12"o.c.field 18B CO 0 _ cc Segmented nailing(exterior) � 1 st Story Module to Foundation 1st Story Wall-line 4 7/16"OSB w/0.131"x2.5"nails @ line_1 1/2 in min concrete cover and •i 5139 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A 132 plf 6"o.c.panel edge&12"o.c.field18B 7 STHD14RJ M. _ from corner Segmented nailing(exterior) r^•, - 1st Story Module to Foundation q -line 2 1/2 in min concrete cover and Simpson Strong-Tie ;.• a;; 1t. 5328 Ib (30) 16d sinkers, locate 1.5in - 21A t STHD14RJ }> from corner 1st Story Module to Foundation a -line_A Dead Load of Structure is = OK Sufficient to Resist Overturning 0 21A -- , ---" Load 08/03/15 1st Story Module to Foundation -Ime_B -Tie 1/2 in min concrete cover and 2738 Ib Simpson Strong (30) 16d sinkers, locate 1.5in 21A Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x3" & 16d nails =0.131"x3.25" unless otherwise noted STHD14RJ • from corner 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. Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Gable wall studs at roof level must be same,size, species arid grade as wall below. They must also An equal or better connection device may be substituted for any connection device listed. Staples and be sheathed and fastened the same as wall below. Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-31994 JOB PRE-31994 SHEET NO. 40A OF 44 SHEET NO 41 OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary (con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Toe-Nails may not be used in Seismic Zones worse than C. of 0.131"x3" Nails at 8' - in o.c. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 158 Ib 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom, 158 Ib Grain. NA 23A Plate to Studs 2 per-stud - r aaS M.sa_ Bottom Plate to Floor 118 plf 0.131"x 3.0"Nails NA 23A 41, _; 13in0c 3v'^`.s` "'`" r„`",3- fy p.,,� .✓'��c^`�y'^ oT�j�t 3� _ hm ." OO "s l i r;, V = 1 st Story Module to Foundation Os -line , 1/2 in min concrete cover and U STHD14RJ ��,,,_, i: Simpson Strong-Tie 7y - 2386 Ib (30)`16d sinkers, locate 1 5in 21 B i from corner _ 08/03/15 > " N O 1st Story Module to Foundation - line-4 1/2 in min concrete cover and Simpson Strong-Tie 0.131"x3"toenails 1433 Ib STHD14RJ (30) 16d sinkers, locate 1 5in 21B- 2nd Story to 1st Story 407 If 3 m OC N/A 25 from corner Connection-line 1 &line 2 p °� 0.131"x 3"toenails. 2nd Story to 1st Story 172 plf @ 6 in OC N/A 25 - Connection-line—A&line_B Simpson Strong-Tie LTP4 1 st Story to Sill Plate 815If Connection-line-1, 2, 3&4 p °�8 in OC (12)0.131 in x 1 1/2in nails 26 0.131"x 3"toenails. _ 1 st Story to Sill Plate 265 pif @ 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 An equal or better connection device may be substituted for any connection device listed. Staples and Note: 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-31994 X06 PRE-31994 SHEET NO 42 OF 44 ;; `�' SHEET NO 43 OF 44 CALCULATED BY DB DATE 7/30/2015 i t ! CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summa o ,'d) Design Summary (con'd) Location cathing Connection Reference 08103/15 A MAIN ROOF: 210 plf 0.113"x2"nails at 6"ox panel edge nailing and 12"o c.field Location Force Connection Fasteners Required Reference Roof Sheathing 7/16"OSB (Unblocked) nailing Sheet 29 Truss Bottom Chord or Ceding 0 131"x 3 0" Nails toed Shear OVERHANGS Joist to Endwall Top Plate 315 plf 23B 6 In o.c. edge&field @ 4 in OC 0.131"x2.5"nails at Wall Sheathing 53 pif t 7/16" OSB 6"o c. panel edge nailing and Sheet 33 U) Non Shear Wall Suction 12"o.c field nailing 197 plf 0 113"x2"nails at 6"o c panel Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 field fastening Shear g Location Connection Reference 01 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Ridge Connection"6" Sheet 36 0.131"x3.0" nails toed O ♦�a`.j4• ., _ «'',, bra�Y`f l :{t U „ „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Flip Connection 5 Sheet 36 _ - 0.131 x3.0 nails toed p M co V 08/03/15 I 00 LO Kneewall Connection"9" H8 & (2) 0.131"x3.0" nails toed Sheet 36 $_ _ 2nd Floor Endwall Mateline- Top Plate to Top Plate/Ceiling (22) 0.148in x 2.5in nails each N Rim to Ceiling Rim across 2885 Ib 2 Simpson LSTA30 Straps strap NA i Mateline 2nd Floor Endwall Mateline- (22) 0.148in x 2.5in Wads each Location Force Connection Fasteners Required Reference Floor Rim to Floor Rim across 2885 Ib 2 Simpson LSTA30 Straps NA 815 plf sliding 2"square washer w/1/2"Anchor Mateline strap Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 16 in OC 27 = Connection-line_1 &3 and p 0 plf uplift 1/8in thick min.washer required V 815 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 16 in OC 27A >= Connection-line-2&4 G 0 plf uplift 1/8in thick min.washer required U _ = 177 plf sliding 2"square washer w/1/2"Anchor o Sill Plate to Foundation @ 48 in OC Bolt(Assume 1/16"oversized hole) 27B Connection-line_A and _ 'a 163 plf uplift 1/8in thick min.washer required Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3" & 16d nails=0.131"x 3.25"'unless otherwise noted 265 If sliding 0 P 9 2"square washer w/1/2"Anchor @30 in OC An equal or better connection device may be substituted'for any connection device listed. Staples and LL Sill Plate to Foundation and . Bolt(Assume 1/16"oversized hole) 27C Connection-line' B Toe-Nails may not be used in Seismic Zones worse than C. 316 plf uplift I 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. JOB PRE-31994 JOB PRE-31994 SHEET NO 43A OF 44 SHEET No 44 OF 44 CALCULATED BY DB DATE 7/30/2015 CALCULATED BY DB DATE 7/30/2015 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary(con'd) _ =rcdr y ,f _ 11 08/03/15 # Location Force Member Sizes Splice Conn. If Req. Reference Location Connection Reference 2nd Floor Double 2x6 Top Plate-No y Splices _ „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end, A34 truss to 8655 Ib Sheet 19 Ridge Connection 4„ 36A Endwalls rail each side& (5) 0.131"x3.0" nails toed rail to rail per bay. m ' = 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of 06 & 0.131”x 3.0" Nails @ 8 In oc 1488 Ib Sheet 19 cfl Sidewalls 0 - o- o ` e� 1st Floor Double 2x6 Top Plate-No T p rn 16778 Ib Splices Sheet 19 (nG Endwalls Double 2x10,Penmeter Rail- rA L V No Splices H E 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of @8inoc of - Splices& 0.131"x 3.0"Nails to 3003 Ib Sheet 19 Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of cQ With Splices& 0 131"x 3.0"Nails @ 8 In OC 2 P 08/03/15 _ Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails =0.131"x 2.5'; 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25"unless otherwise noted 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 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. Toe-Nails may not be used in Seismic Zones worse than C. 20-0"MIN BUILDING LENGTH _ FIELD NOTES 2Q-0"MIN.BUILDING LENGTH I EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 10'-D°MIN.LENGTH OF MODULES INSTALLATION BY BUILDER 1Q-0"MIN.LENGTH OF MODULES 2 SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD 64'-D"MAX LENGTH OF MODULES INSTALLATION BY BUILDER 64'-0°MAX LENGTH OF MODULES 4257 4257 n rsrr w xa wa L yr mrt n oamr 4257 4257 ALT LOCATION OF VENTS FLT LOCATION OF ------ ______ WITH OPT GARAGE 3 STpOSS STAIRS,FK7NDRRILS,GUTTERS,DOWNSPOUTS, FIND SPLASH BLOCKS RPE FURNISHED AND INSTALLED BY znrnw OPT SRRRGE�I WITH I'—'- ----�------'---- '•------"- BUILDER IN RCCORORNCE WITH STATE RND/OR LOCAL 3037 4❑ I 1-11 MIN O NOTE n3 �` ,'i , 'i L yr m+r i I CODES. 'i FAMILY ROOM 11 I I �� I� 4 BASEMENT WINDOWS FIRE OPTIONAL RND INSTALLED BY i-______________________ _ ___ , L'�vort RLT ,I I, BUILDER I' D o O I; II I BEDRCOM o T-O,MIN -\I ii CLOSET iI 5 THE LAST ROW OF SIDING BOTH FRONT,REAR AND U I' o I II ' MIN FIRER:70 5F irvm 2P MRL --' II I ALL SIDING FOR UPPER LEVELS,SHIPPED LOOSE FOR ❑``, 6 MASONRY VENEER OR FOUNDATION SIDING SUPPLIED o i i ALT CLOSET s cru nx. I rr oxx a ' m I I I 9 __ i I 4'-0°MIN i 7N. FIELD INSTALLATION BY BUILDER opo I j ,r "� ' r vert tr m Flx. BATH-i i 1 'I n I' E E I I, I AND INSTILLED B7 BUILDER i I BATH n3 I I, I L yr vQrt n o9m1 T-0"MIN I.__ I NOTE I n I' OPT DINING ROOM , , Ii BRm a2 • iI „ r,2 ,I F 7 TERMINATION HEIGHT OF METAL CHIMNEYS FIELD NOTE a3 OPT NOOK Ii I' OPT BEDROOM ' IIaB I 11 INSTALLED B7 BUILDER SHALL BE MIN 3'ABOVE _= I`------:---- --z------- z�`�e+1 OPT FAMILY ROOM 11 I T-Q'MIN ' 11 I ' „ - 11 F4GHE5T PDINT WHERE THEY PASS THRU THE ROOF AND r- ------ ------ parr rn�alr __ it MIN PREP:70 SF sown MIN AREA:70 SF 11 ?;I I NOTE 1 13 IV-11 I I I I I RT LEAST 2'HIGHER THAN THE PEPoC 9 n2 I i, , ii i, 8 IF GARAGE I5 SPECIFIED,DOOR AND FLOOR ARE THE KITCHEN . ❑ II r ❑ ❑ll I '' BUILDERS RESPONSIBILITY. �+i ' ❑ ii 11 _ _, ----------;.----------•�11 -,�� •__-,, 9 RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION NOTE-22 T-0"MIN. •`�L' I L yr vwr 13 I I BY BUILDER.SEE GENERAL NOTES-2,NOTE-10,SHT 3b o b i z mam a xu�an xx ___ 4b I i N�19' .Z.i Il NOTE 19 11 rr I I m au 'I 2❑ NOTE a9ALT NOTE n5 UTILITY ___________ _-,i NOTE n5 NOTE n5 11 SEE NOTE n27 1 1 13 n FLOOR PLAN NOTES RLT I I i I i 11 • „ u ll 1 1 1 1 1 1 1 11 U 1� ❑r- 11 n wJ I' Ii STAIRS I I I I I ALJ 11 ' 11 IL_____ 11 11 I' T-0"MIN o ii I I I I I I " i, , n NOTE a14 „ TV' MIN I, 1 WINDOWS AND ODORS ARE INTERCHHNGIBLE WITH THOSE -____+_-_ _`j, 14 I IT-01' I I ,i ____„ I, SHOWN ON SHT IR PROVIDED LIGHT,VENTILFlTION 0 ____-, n I I 6 EGRESS REDUIREMENTS ARE MET 0 o I L I•- LNING ROOM, I I 1 1 1 1 L_____" 1 1 2Q-0"MAX r'+ I -----I I MIN FIRER..' I ,I I FAMILY ROOM z , �' I I I I 2 WINDOWS WILL BE ADDED TO PROVIDE 8%LIGHT&4% NOTE 29 r. I I ,, 'I pw r_____ I I I I I VENTILATION AS ROOM SIZES CHANGE 0 o I, n 11 `,•___,i r,, 11 _ it_____11 11 I ------- BEDROOM in „ 11 „ , I < 3 SEE SHT 6e FOR ALTERNATE KITCHEN 6 BATH LAYOUTS x I TE a25 n I NOTE a14 ll'-V. 1'-6 MIN. I I " IH_____i1 � 11 MIN FIRER:70 SF ir_____�I 11 I I FOYER DIM VARIES �I °O II , 7'-Q'MIN , 4 WINDOWS ARE AVAILABLE IN MOST BATHS LOCATED ON i I I ,n 'L-----;, EXTERIOR WALLS r'3 3 BEDROOM WITH WIDTH r:' w OPT DINING ROOM , I 11 i1 11 11 5 MARRIAGE WALL MAY BE OMITTED,PROVIDED THE x I i DEN „_____,i OF UNIT OPT FAMILY ROOM I I '� i 1 T-0"MIN 1 1 BEDROOM �' w LEq��p AN 9Q NOT EXCEED THOSE SHOWN IN I, FAMILY d •' •' MIN AREA:70 SF r�'WINDOW RELOCATED IF I, 11 MIN FIRER:70 SF I' o CALCULATION MANUAL LIVING 11'-6"MIN ,, OPT GARAGE IS PROVIDED 1 1 1 1 1 1 1 z 0 o I I MIN.FIRER:70 OR 150 SF DIM.VARIES WITH WIDTH OF UNIT I I 'I I I 7'-Q'MIN I I I I 6 ALL ROOF PITCHES SHOWN ARE 5/12 UNLESS OTHERWISE 11 NOTED ALL HRNDRRILS BY BUILDER •----;_ .---- „ „ ,I 7 CATHEDRAL CEILINGS AVAILABLE IN MOST UMTS, I i HEIGHT:34"MIN 38"MAX __________.I SEE SHT 7f I.___ --------- FOR STAIR DETAILS,SEE SHT 4e „ I 4257 4257 ---------- 8 ADDITIONAL FULL,3/4 OR 1/2 BIRTHS MAY BE ADDED ii i, OPT DRESSING RM 4257 4257 WITHIN THE UNIT MINIMUM ROOM DIMENSIONS,FIRERS, 4257 4257 ❑ __________�; AS SHOWN ON DRAWINGS,. OPT CLOSET LIGHT,VENT AND EGRESS FOR HRBITRBLE SPACES , UNITS MAY HAVE OFFSETS,RND/ORADJOINING OPT BEDROOM SHALL BE COMPLIED WITH SIDES 4257 4257 UNITS AT EITHER OR BOTH ENDS AND SIDES OPT DEN R UNITS MAY OF VARYING WIDTHS AND VARYING OPT OPEN FOYER-SEE NOTE s28 9 HALL MAY BE LOCATED IN FRONT OR REAR MODULE FIRST F L 0 0 R PLAN LENGTHS UNITS TS MAY BE ONE OR TWO MIN HRBITRBLE FIRER:70 SF STORY AND MAY BE ROTATED 90 10. THIS WILL MAY BE OMITTED OR EXTENDED TO FORM MRXIMLVI FIRER OF ANY ONE FLOOR I5 GOVERNED AN ARCHWAY BY THE APPLICABLE BUILDING CODE 11. SHUTTERS ARE OPTIONAL MIN NUMBER OF MODULES=4 SEE SHEET 3b, GENERAL NOTES - 2, NOTES #13 8 #17 MAX NUMBER OF MODULES=9 SEC 0 N D FLOOR PLAN 12 FOR LABELS AND DATA PLATE LOCATIONS,SEE SCRLE: 1/4"=1'-0" FOR CROSSSECTIONS AND ALTERNATE CONSTRUCTION DETAILS, GENERRL NOTES-2,NOTE a7,SHT 3b SEE SHTS 7f,79,7),7k,7k1,71,7TH,7n,7o,8e,8b,Ed 13 FOR SCHEDULES AND GENERAL NOTES, SEE SHEET 3b, GENERRL NOTES - 2, NOTES #13 6 #17 SEE SHTS 3e AND 3b ' --- ------------------------------i SCRLE: 1/4"=1'-0" 14 FOYER MAY HAVE 7'-6"MIN CLG HGTH OR MAY BE OPEN 12 12 ' FOR 9/12 OR 12/12 ROOF OPT SEE SHR 79 TO SECOND FLOOR CEILING I I 7,9or12 �`�7,9,or12 _ 15 UPPER LEVEL MAY BE SET FLUSH WITH LOWER OR I OVERHANG LOWER UNIT SEP ACTUAL FLOOR PLAN 16 THE NUMBER OF WINDOWS SHOWN WILL VFIR7 WITH INDIVIDURL FLOOR PLAN OPT DORMER, '� --' i 17 LOWER LEVEL MAY BE LONGER THAN UPPER THIS FIRER I ' ' , ' ' , NYS)GARAGE SHALL BE SEPARATED FROM NUMBER OF RISERS CAN VARY �v nn1 MAY BE HABITABLE OR GRRRGE SEE SHT , I I , DWELLING UNIT BY 3/4 HOUR CONSTRUCTION 18 DOUBLE 4"HORIZONTAL VINYL SIDING SHOWN,OTHER I I Be OR 8e_1 SEE SECTION 3091 THROUGH 30922 I i I i SIDINGS ARE RVFIILABLE GRRRGE/TENRNT SEPARATION WALL TO BE WF8105 _ SEE NOTE-21 CLG �_________, ` J FOR EXTRA TRU55/RRFTER REQUIREMENTS ON LOWER NUMBER OF RISERS CAN VARY ------ ROOF SECTIONS DUE TO SNOW DRIFT,SEE ------- SNOW___-- -DRIFT SECTION OF THE CALCULATIONS MANUAL ---- - FLOOR PLAN NOTES CONT. ________________i . THE WIDTH OF WINDER TREADS RT R E . POINT NOT MORE THAN 12 INCHES 19. ATTIC ACCESS 22'k3Q' I I I I I I FROM THE SIDE WHERE THE TRERDS 20 INTEGRAL GARAGES:SEE PAGE 9c_1 6 9c_2 FOR ARE NARROWER SHALL NOT BE LE55 DETAILS(JOT FOR NY) ` THAN 10 INHES AND THE MINIMUM SEE PAGE%_3 FOR NY NOTE-17 i i i i i \� WIDTH OF ANY TREAD SHALL NOT BE 21. (NY)OPENINGS BETWEEN THE GARAGE AND RESIDENCE ALR. NOTE a20 NOT FOR N75 i I I I I LESS THAN 6 INCHES SHALL BE EQUIPPED WITH A 45 MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH R SELF-CLOSING I DEVICE ACCESS OPENINGS IN GARAGE CEILING CLG i MAY ONLY BE INSTALLED IF VERTICAL SEPARATION I5 MAINTAINED BETWEEN THE RESIDENCE 6 GARAGE _______ 22 THIS CHASE IS FOR ELECTRICAL OR FOR PLUMBING ®® --- i I ALTERNATE STAIRS IT CANNOT BE USED FOR FLUE MUST BE FIRESTOPPED PFS ®9•P��®rat9®� RT CEILINGS,ANY CHASE REOIJESTEO BY BLDR FOR I I I I SCRLE: 1/4"=1'-0" FLUE MUST HAVE MIN 2"23. CLEARANCE TO COMBUSTIBLES I RREA THETGYPDED I5 OM17TOED TO ALLOWCOONNESITE I I PLUMBING CONNECTIONS BY SUBDER Northeast Region Fo n .- _ , I , I I _ 24 FOR OPTIONAL ST(TIONS,SEE SHT 0" ®® a� i I i I I I Ar r R®�G i •_____y_____ 25 MIN.WIDTH FOR STAIR OPENING IS 3'-0" ED z I J i I 26 FOR OPTIONAL CLOSET CONFIGURATIONS,SEE SHT 6# FLR i FIELD NOTE n8 i i 10'-0"MIN 27 WATER HEATER(ELECTRIC ONLY)IF CRAWL H R2 u M1 — 3 I SPACE OPTION IS SPECIFIED. 24"CLEAR WIDTH MIN P°' T_______________T------ WATER HEATER ACCESS (09-15 IRC 6 NY) ---------------------- 4257 4.257 28 (NY)FOR UNITS LOCATED IN SEISMIC DESIGN CATEGORY 3/26/15 00,OPENINGS IN THE FLOOR OR ROOF SHALL NOT EXCEED TWELVE(12)FEET OR 50 PERCENT OF THE FRONT ELEVATION SCRLE: 1/4"=l'-0" LEAST FLOOR OR ROOF DIMENSION 29 2000-2012 IRC 6 NY-ER DWELLING UNIT TO Z CONTAIN(1)MN 120 SO.FT HABITABLE ROOM ALL FAMILY ROOM OTHER HABITABLE ROOMS 70 50 FT MINIMUM. 2015 IRC-RLL HABITABLE ROOMS TO BE 70 SO. ________________, .^. 12 b ' . DEN FT MINIMUM. z • •��4,5,7,9or12 " • •�� 4,5,7,9or12 in 1209H MEMO GUST, MAX CANTILEVER VARIES PER SNOW LORD 6 MODULE WIDTH _[ " MASTER SERIES i i i REFERENCE SECTION 44 WITHIN THE CP.LC MANUAL �CFEN - - TWO STORY MODELS i i IT N__ _ I I I ovrlc I I I III I , OVHG I FLOOR PLRN, ELEVRTIONS & NOTES I I I , I I I I ��• I , , I , -'- ' MUNCY HOMES, INC. 1567 PR ROUTE 442 PLRN W/TYP OPT, OFFSET MUNCY, PR 17756 RERR ELEVRTION I FFT -;TnF FIFVRTIDN RTGHT qTnF Fl FVATTnN SCFILE 1/g r_p„ SEE SHT 2E_1 FOR OPT ELEVATIONS DRN BYJ DRTE I SCRLE I REV ISHT. NO SCRLE: 1/8"=1'-0" DRT 02X2 NAME MJL 1 3-22-91 1 SHOWN 1-30-2015 1 2,) W ELECTRIC CIRCUIT SCHEDULE SEE NOTES =7 AND =8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE NG MRX FLR EGRESS MRX FLR EGRESS No DESCRIPTION WIRE BKR POLE No SIZE U VALUE GST MATERIAL FINISH TYPE IDENT NO U VRL LIGHT VENT TYPE gRER SF CLR SF MRTERIRL SHGC IDENT NO U VRL LIGHT VENT TYPE gRER SF CLR SF MRTERIRL SHGC ' 1 GFCI SMALL APPLIANCE 12-2 W/G 20 AMP SINGLEANDERSEN ANDERSEN SILVER LINE SERIES EXTERIOR DOORS- RLL GLASS TO BE SAFETY GLAZING 2 GFCI L 36'980' 020 - STEEL PTD BLANK 2257 035 498 302 1 OH 5225 - WO-VINYL SH-OH SH-DH SH-DH 5H-Oi 2a GFCI SMALL APPLIANCE(OPT) IA 027 667 2 LITE 3037 035 446 258 OH 5575- - WD-VINYL 2259 0.31 593 -543 261 -3,07 SH-DH 7025 -6786 - VINYL 2b GFCI SMALL APPLIANCE(OPT) 1B 035 550 " 9 LITE 3449 035 748 422 1 OH 9350 - WD-VINYL 3037 031 533 - 495 243 -261 SH-DH 6075 - 6188 - VINYL 3 GEN.ILLUM.AND OPT HWSB TOE HTR 1a-2 W/G 15 AMP LC 035 851 " - " 15 LITE 3455 EGRESS 035 1048 588 OH 131.00 59 WD-VINYL OH=O 29 3449 031 859-809 402- 427 SH-DH 10050 - 101.13 - VIV7L 4 GFCI BRTH(S) 12-2 W/G 20 AMP 1D 36980" 027 L70 BLANK W/1 5MELITE 3476 EGRESS 035 1272 713 OH 159 00 71 WO-VINYL 3837 031 7.05 -663 321 - 342 SH-DH 8025- 8286 - VINYL 4.GFCI WHIRLPOOL TUB(OPT) IE 027 2.37 2 LITE 60/1 SIDELITE 3857 EGRESS 035 1031 573 OH 12888 57 WO-VINYL 4237 031 791-7.47 36 -362 SH-DH 9D OD -9338 - vIN'fL 4b GFCI ADDITIONAL BATHS (OPT) IF 035 720 9 LTE 60/1 SIDELTE 3869 EGRESS 0.35 1289 573 OH 14325 57 1 WD-VINYL 3565 EGRESS 031 1219 - 1155 581 - 613 SH-OH 14525 -14438 58 -61 VINYL 4c GFCI ADDITIONAL BATHS (OPT) IG 36°x811" 027 340 " BLANK W/2 SIDELTES 4257 EGRESS 035 11.64 6.41 OH 14550 64 WD-VINYL 3859 EGRESS 031 1205 - 11.4.4 571 - 602 SH-OH 14275 - 14300 - 5.7 -60 VINYL 5 GENERAL ILLUMINATION 11-2 W/G 15 AMP LH 027 407 2 LTE W/2 SIDELTE5 2935 034 520 480 CSMNTT 6500 - WD-VINYL 4257 EGRESS 0.31 1302- 1241 616 - 646 SH-DH 15400-15513 62-65 VINYL DH=032 SH=033 6 1I 035 &SO 9 LTE W/2 SIDELTES 2960 EGRESS 034 920 840 CSMNT 11500 76 WO-VINYL 7 IJ 36"x80" 620 - BLANK CLP55 'C' 11 HOUR) 5760 EGRESS 034 1830 1670 CSMNT 22875 76 WD-VINYL CS=0.30 2548 032 5.41 446 CSMNT 6763 - VINYL CS=030 B 2 32°x80" 679 - BLANK 11460 EGRESS 034 3660 3340 CSMNT- 45750 76 WD-VINTL PIC=032 2936 032 476 415 CSMNT 5950 - VBJTL 0 a6 RANGE - 8-3 W/G 40 AMP DOUBLE 2q 627 57 2 LITE 9657 035 25.84 604 PICT-DH ISL00 - WDVI:NTL 2960 EGRESS 032 852 836 CSMNT 10650 B4 VINYL NOTE =6 WATER HERTER 10-2 W/G 25 RMP 2B 035 S30 9 LITE 9855 034 21.60 960 C5MNT-B0W 240.00 - WO-VINTL 29602 EGRESS E32 1733 1702 CSMNT 21663 85 VINYL 11 WASHER (OPT) SEE NOTE =4 12-2 W/G 20 RMP SINGLE 2C 035 861 15 LITE ANDERSEN - 200 SERIES 3436 032 489 35 CSMNT 6113 - VINYL , 12 DRYER (OPT)SEE NOTES 04 d 46 10-3 W/G 30 RMP DOUBLE 20 " 620 - BLANK CLF55 'C'G.HOUR) 2430 1 030 408 1 255 1 OH 5100 - 600-VINYL 9759/9859 31-31 3078 - 2970 724-7.78 PICT-SH-DH 18100 - 19550 - VINYL 1 COOKTOP(OPT IN LIEU OF CKT.97 10-3 W/G 30 RMP 3 72"x80" 63B 3900 ° " FRENCH 3449 EGRESS 030 1125 646 OFI 14063 65 WD-VINYL 029 9558 31-91 2703 709 BRY-DH 17725 - vWri NOTE a6 SINGLE WALL OVEN toPi IN LIEU OF LKT•97 12-3 W/G 20 PMP 4 36"/36"x80" 070 - DOUBLE 3'-0" INSULATED 3050 EGRESS 030 1052 609 OH 13150 61 WO-VINYL 9862 32-32 2768 1134 CSMNT-BOW Z2B 75 - VINYL NOT .6 DOUBLE WALL OVEN(OPT IN LIEU OF CKT•9) 8-3 W/G 40 AMP 5 60"x80' 0.35 2590 WOOD VINYL SLIDING GLASS MW NEW YORK ENERGY NOTES 15 DISHWASHER (OPT) 14-2 W/G 15 RMP SINGLE 6 72"x80° 636 3090 SLIDING GLASS 2257 032 51 31 1 OH 6375 - WD-VINYL 16 GARBAGE DISPOSAL(OPT) 61 ?21.8011029 319 VINYL VINYL SLIDING GLASS (SAVER LINED 3037 032 37 22 OH 4625 - WD-VINYL 1 BUILDING THERMAL ENVELOPE COMPLIANCE REGRROLE55 OF THE TYPE OF HEAT SHALL BE DEMONSTRATED BY COMPUTER SOFTWARE AS PROVIDED IN SECTION N110141-NYS RESchecIL 17 MICROWAVE (OPTJ 62 72x80" 034 2614 VINYL VINYL SLIDING GLASS (VIWINCO) 3449 032 75 43 DH 9375 - WO-VINYL 2 NYS REScheck CALCULATIONS SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION BUILDER OR RETAIL CUSTOMER HAS OPyTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 16 TRASH COMPACTOR (OPT) 14-2 W/G 15 RMP SINGLE ER 96"x80" 636 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 10.6 59 OH 13250 59 WD-VINYL DN=036 3 INFILTRATION WINDOWS AND DOORS ,�9 - RADON SYSTEM Ax8 TTIC FAN (OPT) 1a-2 W/G 15 RMP SINGLE 7 60^ 0" 035 1940 SWINGING PATIO 3476 EGRESS 032 129 72 DH 16125 77 WD-VINYL R WINDOWS- 3 CFM PER SOURRE FOOT OF WINDOW AREA B SLIDER DOORS - 3 CFM PER SOURRE FOOT ND DOOR AREA 20 GENERAL ILLUMINATION ear uamem mt.rmas 8 72"xBO' 035 2390 3857 EGRESS 032 104 5.8 DH 13000 58 WO-VINYLC SWINGING DOORS-S CFM PER SOUP RE FOOT OF DOOR AREA 4 FOR CRAWL SPACE,HEATED OR UNHEATED BASEMENT,FLOORS RND/OR FOUNDATION WALLS SHALL BE INSULATED IN 21 " " " " 3869 EGRESS 032 130 72 DH 16250 72 WD-VINYL ACCORDANCE WITH THE ENERGY CODE BY FIELD CONTRACTOR FIELD CONTRACTOR HAS THE OPTION OF PURCHASING 4257 EGRESS 032 iL7 65 DH 14625 65 600-VINYL FLOOR INSULATION FROM R SOURCE OTHER THAN THE MODULAR HOME MANUFACTURER 22 5 HVAC EQUIPMENT SHALL COMPLY WITH SECTION M140L3,WATER HEATERS SHALL COMPLY WITH SECTION P2801 23 ^ ^ " •' '• 3037 031 47 45 CSMNT 5875 - WD-V)NYL 6 HVAC RND WATER HEATING,PIPING AND DUCTS SHALL BE INSULATED AS REOUIRD IN SECTIONS N11033, N11034, N110321 24 '• •• " •• 3051 EGRESS 031 85 79 CSMNT 10625 79 WD-VNTL 7. WATER HEATERS WITH VERTICAL PIPE RISERS SHALL HAVE R HEAT TRAP ON BOTH THE INLET AND OUTLET OF THE zs " " INTERIOR DOORS 5661 EGRESS 031 170 158 CSMNT 21250 79 WD-VINYL C5=033 8 WATER THERMOSTATSUNLESS TOONTROLEWATER HEATING SH LER HAS AN L BEC ABLE EOFAL TPRP OR IS BEING SET FROMAATOF A MINIMUM1 OFULATING 55'TO 85'SYSTEM 25 ^ • " 9 18°x80" - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 340 31.6 CSMNT 42500 79 WD-VNTL RT LEAST ONE THERMOSTAT OF THE PRCGRRMRBLE TYPE (TO BE USED IN THE LARGEST HEAT ZONE) SHALL BE PROVIDED 27 •• " 10 24"x80' - - ^ 9458 031 252 62 PICT-DH 15500 - uD-vNTL FOR EACH SEPARATE DWELLING UNIT (ELCT) FOR NON-ELECTRIC UNTS,RLL THERMOSTATS SHALL BE PROGRRMRBLE TYPE 9 FIREPLACES SHALL HAVE PROVISIONS FOR OUTSIDE RIR FOR COMBUSTION AND DAMPERS NOT TO EXCEED 20 CFM OR 26 ^ •' 11 30"x80" - - 9655 031 280 12B CSMNT-BOW 32000 - WD-VINYL TIGHT FITTING DAMPERS AND GLR55 DOORS GAS FIREPLACES SHALL HAVE AUTOMATIC IGNITION 10 THE BUILDING ENVELOPE SHALL BE DURABLY SEALED AND RIR LEAKAGE TESTED N11024)TO LIMIT INFILTRATION 29 " " " 12 32"x80" " " CENTURY SPECIALTY (TABLE N110242)THE SEALING METHODS BETWEEN 30 FIRE SPRINKLER PUMP (CPT) LD-3 W/G 25 RMP DOUBLE 12 341x11' - - 2424 057 222 - OCTAGON - - CLAD DISSIMILAR MRTERIRLS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION THE FOLLOWING SHALL BE CAULKED, GRSKETEO, WERTHERSTRIPPED OR OTHERWISE SEALED WITH AN 31 AIR HANDLER(OPT) 14-2 W/G 15 RMP SINGLE 13 36"x80" - - ° 7D RIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 1 ALL JOINTS SEAMS FIND PENETRATIONS 32 CONDENSOR (OPT) 10-2 W/G 30 AMP DOUBLE 14 46'•x80' - - BY-PRSS SLIDER 2424 31 1 271 1 - OCT-FICO - - VINYL 037 2 SITE-BUILT WINDOWS, COORS AND SKYLIGHTS 33 FURNACE-FACTORY INSTALLED(OPT) 14-2 W/G 15 RMP SINGLE 15 24"xBG" - - BI-FOLD 2424 34 225 219 OCT-OPER 2813 - VINYL 078 3 OPENINGS BETWEEN WINDOW PND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING 4,UTILITY PENETRATIONS 34 FURNACE-FIELD INSTALLED (OPT) 12-2 W/G 20 AMP SINGLE 16 30^x80'• - - SKYLIGHTS 5 DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE 6 KNEE WALLS 35 AIR CONDITONER(OPT) 12-2 W/G 20 RMP DOUBLE 17 36"01" - - 2222 1 55-39 1 264 - SKYLIGHT I - - CLAD 7 WRLLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES 36 RESERVED 18 4ENST - - 2230 5S-39 372 - SKYLIGHT - - CLAD 8 BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 9 COMMON WALLS BETWEEN DWELLING UNITS 37 RESERVED 19 60'x80" - - 2246 55-39 589 - SKYLIGHT - - CURD 10 OTHER SOURCES OF INFILTRATION RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IC-RRTED, 38 RESERVED 20 72"xBO" - - BEARING RSTM E283 MARK AND BE SEALED TO LIMIT RIR LEAKAGE BETWEEN CONDITIONED AND 39 RESERVED 21 46"x80' - - WOOD/MIRROR BY-PR55 31DER VIWINCO UNCONDITIONED SPACES IN ACCORDANCE WITH SECTION NUO2.45 40 RESERVED 22 24'980" - - WOOD POCKET MAX FLR EGRESS 11 INSULATION OF DUCTS SHALL COMPLY WITH SECTION N110321 41 RESERVED 29 gp•zgp" _ _ IDENT NO U VRL LIGHT VENT TYPE AREA SF CLR. SF MAT SHGC FILLTDUCTS ASHRLL TED UBEI SEALED DE THE BJOINTS GAND SEAMS SHALL COMPLY ENVELOPE SHALL BE WITH SECTIONON S M160BY B�DER N FRENCH SH-DH SH H-1 ELECTRIC HEAT 12-2 W/G 20 RMP DOUBLE 24 48"x80' - - -OH SH-OH SH-OH SH-OH DUCTS SHALL BE SUPPORTED EVERY FEET IN ACCORDANCE WITH SECTION M1501.3.2 OR -' THE MANUFACTURERS INSTRLLRTION INSTRUCTIONS H-2 25 60°x80' - - 2060 030-029 425 - 414 238-291 SH-DH 5313 -5175, - VINYL THE FILTERS SHALL BE PROVIDED IN THE RETURN RIR SYSTEM THE HVAC SYSTEM SHALL PROVIDE A MERNS FOR BALANCING RIR AND WATER SYSTEMS H-3 - - 26 72"x80' - - 3037 03D-029 435 -419 229-221 SH-DH 5438 - 5238 - VINYL TESTED FOR DUCT-TIGHTNESS PER-N110322 - - I DOUBLE 3449 030-0.29 73-711 382-373 SH-DH 9125-88.88 - VNTL SH_-Q26 12 CEILINGS WALLS,FLOORS AND CEILGS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE SHALL BE PROVIDED WITH H-4 27 48"x80" AN APPROVED VAPOR RETARDER HAVING R MAXIMUM PERM RATING OF LO THE VAPOR RETARDER SHALL BE H-5 " mor arm e-�rwm.9 " 2B 60'x80^ - - 3837 030-029 29 5 95 - 5 73 3 07-298 SH-OH 74 38-7163 - VNri INSTALLED ON THE WRRM-N-WINTER SIDE OF INSULATION DH=028 13 MATERIALS AND EQUIPMENT SHALL BE INSTRII N ACCORDANCE WITH THE MRNUFACTURER'S INSTRLLRTION H-6 •' 29 72^x80" - - 4060 EGRESS 030-029 1143 - 1119 594 -582 SH-DH 14288 -13988 59-5.8 VINYL MATERIALS AND EOUIPMENT SHALL BE IDENTIFIED SO COMPLIANCE-CAN BE DETERMINED. H-7 3666 EGRESS 030-029 SL15-1094 584-573 SH-OH 139.38 -13675 58-57 VINYL 14 MANUFACTURER MANUALS FOR ALL INSTRLLED HEATING, COOLING AND WATER HEATING EQUIPMENT SHRLL BE PROVIDED ' DOORS AND WINDOWS MAY HAVE SUBSTITUTE MANUFACTURERS, BUT SHALL COMPLY WTH THE 1S. RIGID FORM INSULATION,WHERE SPECIFIED, SHALL HAVE R MIN AGED R-VRLUE OF 50 AT 75'MEAN TEMP PER LAYER I+8 APPLICABLE ENERGY COOS AVESTRSUBSTITUTE CTURAL AND EGRESS RDLRS, BUT 16 FOR ATTIC SPACES WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHALL APPLY' R- THE BUILDER MAY ENCLOSE THE STAIRS ON LEVET_ WITHIN THE ATTIC SPACE THE WALLS SURROUNDING THE FI FCTRTCRI INDIES - FI FGTRiCRL NOTES(CONT): 3036 029 _ 472 3.43 CSMNT 5900 VINYL STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING RLL MATERIALS 9060 EGRESS 029 86 624 CSMNT 10750 62 VINYL B-THE FRCTORT MAY ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE L WHEN CIRCUITS REQUIRED WILL NOT FIT IN R SINGLE PANEL BOX, R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS FROM THE EDGE OF ALL THE WALLS SURROUNDING THE STAIRS SHRLL BE INSULATED AND PROTECTED WITH A VAPOR BARRIER REOUIRD SEE SHT 6R SINCS EXCLUDING THE KITCHEN SINK 5660 EGRESS 029 1571 1LO CSMNT 19638 61 VINYL CS-025 2 LAUNDRY CIRCUITS ARE STANDARD IN CRAWL SPACE UMTS 18 2014 NEC -GFCI PROTECTION IS REO'D W/I R 6 FT RRDIUS FROM THE EDGE OF RLL 17. FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS 3 OPTIONAL CEILING LIES OR FAN LITES MAY REPLACE SWITCHED RECEPTACLES CEILING SINGS THE DISHWASHER MUST GFCI PROTECTED 8460 EGRESS 029 23.57 165 CSMNT 29463 61 VINYL PIC=0.30 THE WALLS SURROUNDING THE BASEMENT STAIRS SHRLL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER FAN LES MAY REPLACE CEILING LITES PROVIDED THE LIGHT IS SWTCH-WIRED 19 2008-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS, LITES EASEMENT WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE INSULATED FROM THE TOP OF THE BASEMENT INDEPENDENTLY OF THE FAN MOTOR SWITCHED TO QUALIFY FOR A"REDUIRED"RECEPTACLE FOR RECEPTACLE SPACING 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES WHEN GAS APPLIANCES ARE USD, REQUIRED BY CODE 9260 030-029 25.46 - 25.19 519 - 603 PIC-5H-DH 15475- 150.75 - VINYL 18 NOTE OMMTTED 19 R PERMANENT CERTIFICATE SHALL BE POSTED ON OR N THE ELECTRICAL DISTRIBUTION PANEL AFTER THE THE WIRE,BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME RS FOR A GENERAL 20.2008 NEC-BALCONIES,PORCHES, AND DECKS OVER 20 50 FT SHALL BE PROVIDED WITH ILLUMINATION CIRCUIT OR MRNUFRCTURER'S INSTALLATION INSTRUCTIONS RN OUTDOOR RECEPTACLE 2011 NEC "RLL"BALCONIES,PORCHES,AND DECKS SHALL BE SH= SINGLE-HUNG, DH=DOUBLE-HUNG,CSMNT= CASEMENT,PICT=PICTURE BUILDING IS COMPLETED AND READY FOR OCCUPANCY THE CERTIFICATE SHALL H COMPLETED BY THE BUILDER 5 SEF DRAWING 3B FOR RDDTICNRL ELECTRICAL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REOUI2ED RECEPT DOES NOT OR REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION OF THE EDINBUILDING 6 (DD SMOKE ALRRMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK NUMBER AT LEFT INDICATES SINGLE-HUNG VALUES, NUMBER AT RIGHT INDICATES DOUBLE-HUNG VALUES THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON THE CEILING/ROOF, CIRCUIT INTERRUPTER ALL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS 21 2008-2014 NEC-RLL CEILING LIGHT BOXES TO BE RATED FOR 50 LB EXCEPTION, U-FAWALLS,FOUNDATION(BASEMENT WALL,CRRWLSPRCE WALL Atm/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES, DEDICATED TO SMOKE ALARM EOUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EOUIPMENT SMOKE DETECTORS) WEIGHING 6 LBS OR LESS, R WHEN ORS FOR FENESTRATION (EX: LOCK-ON DEVICES STD BOX MAY BE USED 2014 NEC BOXES RRTED AT > 50 LB MUST BE LRSEI IN BOX RI RZING VENT FIND FGRFSS NOTES• WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE VALUE COVERING 7 (MD SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC-FAULT 22 2008-2014 NEC-ALL 125-VOLT,15 AND 20 AMP RECEPTRCLES INSTALLED IN DWELLING THE LARGEST AREA CIRCUT INTERRUPTER. ALL SMOKE RLRRMS SHALL BE SUPPLIED BT BRANCH CIRCUITS UMTS MUST BE TRMPER-RESISTANT RECEPTACLES 2011-2014 NEC-TR RECEPTACLE L FOR EGRESS WINDOWS, THE MINIMUM WIDTH CLERK OPENING SHALL BE 20" THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING,COOLING AND SERVICE WRIER HEATING EOl1IP DEDICATED TO SMOKE ALARM EQUIPMENT NOT REDD FOR RECEPTACLES 66 OR GREATER RFF OR IF THE,RECEPTRCLE IS PART 2 FOR EGRESS WINDOWS, THE MINIMUM HEIGHT CLEAR OPENING SHALL BE 24"• MANUFACTURERS R-VALUES.lJ-FRCTORS,EFFICIENCY RATINGS OF FACTORY INSTALLED EDUIPMENT SHALL BE ON THE 3 FOR EGRESS LAZINGWINDOWS,A THE MINIMUM NET CLEAR OPENING SHALL BE 57 SF MANUFACTURER'S N SITE AND/OR DATA PLATE 8 (MR)THE OPERATION OF q SINGLE GFCI DEVICE SHALL NOT DEENERGIIE RLL LIGHTING 20 THE LUMINAIRE OR APPLIANCE 4 AGGREGATE GLAZING AREA OF HABITABLE SPACES (LIVING.SLEEPING,EATING OR COOKING) 20 ALL WORK DONE ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION OUTLETS N R GIVEN AREAL 23 2006-2014 NEC MM - RLL DWELLING UNITS SHALL HAVE R COMMUCRTIONS OUTLET IF NOT SHALL BE B%OF THE FLOOR AREA WITH 4% OPENING FOR VENTILATION 21 50% OF ALL PERMANENTLY INSTALLED LAMPS SHALL BE GH EFFICACY LAMP,CFL'S SUPPLIED AND � 9 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, 15 AND 20 AMP OUTLETS PROVIDED BY MANUFACTURER, T WILL BE PROVIDED AND INSTALLED ON-SITE B7 OTHERS 5 FOR THE PURPOSE OF DETERMINING LIGHT FIND VENTILATION REOUIREMENITS,RNY ROOM SHALL B45TRLLED BY OTHERS SHALL SATISFY THIS REQUIREMENT INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN RRC-FRULT CIRCUIT 24.2008-2014 NEC-HYDRO-MRSSRGE TUBS (WHIRLPOOLS)= ALL RECEIPTS WITHIN 5 FT OF BE CONSIDERED AS R PORTION OF AN ADJOINNG ROOM WHEN AT LEAST 1/2 OF THE AREA OF 22 ATTIC ACCESS HATCHES AND DOORS SHALL BE WEATHER-STRIPPED AROUND THEIR PERIMETER AND INTERRUPTERS) THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED. IF THE WHIRLPOOL IS THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN INSULATED TO MEET THE SAME R-VALUE AS THE SURROUNDING CEILING10 2006/2011 NEC 6 E380211 RCNYS-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, 15 CHORD/PLUG CONNECTED, THE OUTLET MUST BE READILY ACCESSIBLE WTiN 1Z'OF 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT.LESS THAN 25 SOURRE FEET. 23 REFERENCE TABLE N1101.4 FOR CLIMATE ZONES BY COUNTY AND 20 RMP OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY R- THE ACCESS, FACING THE ACCESS 6 SEE NOTE -10,DRAWING 7-1, NOTE=8,DRAWING 7e-1rl FOR EXTERIOR CLASS DOORS FIND COMSINRTIN-TYPE RRC-FRULT CIRCUIT INTERRUPTER(S) EXCPTNSt BASEMENTS, 25 2008-2014 NEC-LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF WINDOWS STRUCTURAL REOUIREMENTS N 110-120 MPH WIND ZONES KITCHENS, GARAGES, 6 BATHROOMS KITCHENS AND LAUNDRY ARERS MUST ALSO BE THE WATERPROOF TYPE 7 DP RATINGS FOR EXTERIOR GLA55 DOORS AND WINDOWS FOR UMTS SITED N SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL RRC-FRULT PROTECTED PER THE 2014 NEC 26 20U-2014 NEC -FOYERS GREATER THAN 60 SO FT MUST HAVE A RECEPTACLE ON EACH 110 - 120 MPH WIND ZONES ARE LOCATED ON THE RS-BUILT FLOOR PLRNS 11 EXTERIOR RECEPTACLES: WALL SPACE 3 FT OR LARGER B. OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE FINISHED GARDE MUST MANTRIN THE l SHALL BE INSTALLED AT THE FRONT AND REAR OF THE DWELLING. 27 2011-2014 NEC -WHERE SWITCHES CONTROL LIGHTING LORDS R NEUTRAL SHALL BE LOWEST PART OF THE WINDOW CLEAR-OPENING A MINIIMUM OF 24"ABOVE THE FINISHED R�NGW,AL OF P(7.Evw(15 SYSn�N Of-M60EL4 ® � b)SHALL BE COVERED BY AN"N-USE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION 2014 NEC-NOT REO'D ON SWITCHED RECEP75 FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, IF THE WINDOW CLEAR-OPENING /'113$1-61^o-70OD COMPLIANCE,THE ENCLOSURE MUST ALSO BE LRBFI AS"EXTRR DUTY' 28 2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO DOES NOT MEET THESE PFRRMETERS, THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE DEPARiMENTOFSTA CDESDIVISION c)SHALL BE TAMPER-RESISTRNT AND WEATHER RESISTRNT(2008-2014 NECL THE SWITCH BUT NOT AS A RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET WITH SECTION R6132 0006 IRC),R5122(2009 IRC)OR R312(2012 IRC) (NOT NY5) ALBANY,NY 12237-0007 i d)SHALL BE GFCI PROTECTED D.E. LIGHT or RECEPTACLEI 9. ALL WINDOWS REOUIRE FLRSt1TNG 2012 IRC, SECTION 87038,PAID FLASHING Re d IF al SHALL BE ON R GENERAL ILLUMINATION CIRCUIT 9' sII polAppr )Fora system,Nneel,or camponene F)SHALL NOT BE ON A CIRCUIT THAT HAS RECEPTACLES FOR BATHROOMS OR R INSTRUCTIONS ARE NOT PROVIDED ,Ir11gA9 2Cf�1-�lIB t2-IS-/4- MASTEP� SERIES SMALL APPLIANCE CIRCUIT 2014 NEC-NOT ON R GARAGE CIRCUT AS WELL _ wnuremRrc xc ApPcmiwn xa Omao(AFwmaal 12 ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REOUIRED BY THE NEC ' NonceTMMrmWms karemMnu,vaanpa,meamebdW=,n m [ RLL MODELS MAY BE ADDED RS AN OPTION = '�^'19x u' 12/08/14 Ou'N.yf bleiefaholsi entlamnxM nu,e hticry mambdu�s bdty T. epmalahub Rana tl,enmuhmvchvnemmrlmeN mraeamu.mars v 13 COOP 014 NEC -RLL GARAGE RECEPTACLES MUST BE GFCI PROTECTED GARAGE tt4r S m�mtamer,aFop.�axx..me SCHEDULES �. NOTES DOOR OPENER RECEPTACLES MUST BE GFCI PROTECTED, BUT THE GFCI PROTECTION �O P. {� mm�roea,atmmtere..wmrma(o�wstrrm.tzzmeoaa eam�mmocmt DEVICE - NOT BE INSTALLED IN THE CEILING DUE TO RCCESSIBIITA WRLL COVERING SCHEDULE I� By �'^--� '-� MUNCY HOMES.- INC _ 14 THE NEC- R DEDICATED CIRCUIT IS REO'D FOR Y IN G RRGE_TS COMRND"INSIDE" *- BmaBEpk6n 6imimdF Clrmnr THE GARAGE ONE IC E HI MN PER VEHICLE BAY N GARAGE WALL COVERING STUD SPACING LS 2014 NEC- ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON A DEDICATED CIRCUIT � x 1567 PR ROUTE 442 16.2014 NEC-DRYWALL SCREWS,WOOD SCREWS,ETC.MRY NOT BE USED TO MOUNT 1/4"WOOD PANELING IF O.0 _ FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED X; MUNCY, PR 17756 A 1/2^ or 5/8°GYPSUM BOARD 16" OC OR 2`"OG D DRN BY ATE SCRLE REV SHT NO 1/4" or 3/8"GYPSUM BOARD 12"0 G OR 16"D.C. DRTRBRSE NAME / E$tl1 vVINYL2^VINYL COVERED GYP 60. 15"0C OR 24"0C 03\3a_n OS MJL 3-22-91 NONE 10 Ol 2014 3. y - - GENERRL NOTES - 1 GENERRL NOTES - 21 PLUMBING NOTES PLUMBING NOTES I ELECTRICRL NOTES ELECTRICRL FIELD NOTES MECHRNICRL/HERT. NOTES 1 WIRING SHALL BE IN ACCORDANCE WITH THE LATEST •. 1 WALL AND CEILING FINISHES TSHALLGRE HAVE R 1 WRIER HEATERS IN ENCLOSED SPACES SHALL HAVE 2' 1 WIT LIMES SHALL BE RBS SCHEDULE 40 COMPLYING 22 RAS OWV LINES. ADOPTED NEC AND INSPECTED IN PLANT BY AN 1 INTERMODULE CONNECTIONS 1 SEE DRRWING 3a FOR ENERGY SUMMRRY.RND NOTES AND FLAME SPREAD RATING OF NOT GREATER THAN 200 MIN CLEARANCE OR FINISH SHALL HAVE FLAME SPREAD WITH ASTM D 2661 OR PVC SCHEDULE 40 COMPLYING RBS OR PVC MAXIMUM HORIZONTAL SUPPORT R-BASEMENT MODELS -ELECT CONNECTIONS BETWEEN APPROVED QUALITY ASSURANCE AGENCY - U.VRLUES OF WINDOWS AND DOORS 2 EACH DWELLING SHALL HAVE R MAIN EXIT DOOR RATING OF LESS THAN 2S WITH ASTM D 26fi5 OR COPPER DWV COMPLYING WITH SPACING-4'-0"FOR PIPING 2'RND LARGER. MODULES)AND PANEL BOX FIRE BY DIRECT HDOK-UP TO THIS DOOR SHALL BE SIDE HINGED,NOT LESS THAN 2 WIRING SHALL BE TYPE NMS 2 ALL WINDOWS AND DOORS SHALL BE WERTHERSTRIPPED _ 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT 2 OPT FACTORY BUILT FIREPLACES SHALL BE LISTED, RSTM B 306 3'-G'FOR PIPING 1 1/2"AND LESS THE PANEL BOX WIRES SHALL BE LABELED 3 CIRCUIT BREAKERS 5HRLL BE RATED AT 10,000 RIC 3 CONNECTED ELECTRIC BASEBOARD HEAT LORD SHALL NOT 3 DWELLING<5' TO LOT-LINE REQUIRE FIRE PROTECTION LABELED R(JD INSTALLED IN ACCORDANCE WITH THE PLASTIC PIPE(DWV1 MAXIMUM HORIZONTAL SUPPORT MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY B-2 STORY MODELS-SECOND FLOOR WIRES ARE COILED EXCEED 80% OF RATED CAPACITY 1'-G'OF BASEBOARD 4 CONDUCTORS,DEVICES AND EQUIP SHALL BE LABELED REQUIREMENTS OF SECTION 83021(2003-2012 IRC&MR) CONDITIONS OF LISTING FACTORY BUILT FIREPLACES SPACING- RTI HEIGHT AND PIPING SHALL HAVE R MIDSTORY GUIDE RND/OR LISTED BY AN APPROVED TESTING AGENCY AND UNDER THE LOOK OF EACH MODULE THESE WIRES SHALL IS RATED AT 250 WATTS,240V SPRINKLER PROTECTED DWELLINGS<3'TO LOT-LINE SHALL BE TESTED IN ACCORDANCE WITH UL 127 MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY COPPER PIPE MAXIMUM HORIZONTAL SUPPORT INSTRLLED IN RCCORDRNCE WITH LISTING, BE FED THROUGH PREDRILLED HOLES IN THE FIRST 4 ELECTRIC BASEBOARD UNITS SHALL BE INSTALLED TO USE TABLE 83021(27(2012-15 IRC) EXT RIR SUPPLY SHALL COMPLY WITH SECTION HEIGHT AND PIPING SHALL HAVE R MIDSTORY GUIDE SPACING-6'-O" MRNUFRCTURER'S-INSTRUCTIONS AND APPLICABLE CODES FLOOR ENDWRLL TOP AND SOLE PLATES IN STUD MANUFACTURER'S INSTRUCTIONS LABELING OF UNITS 81005(2000-03 FRC)d 81006(2006-15 IRC 6 MR) COPPER PIPE MAXIMUM HORIZONTAL SUPPORT MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR SHALL COMPLY WITH THE RPPLICRBLE CODE- 4 CEILING HEIGHTS SHALL CONFORM TO SECTION 30'MAX FLUE ANGLE,AND NO MORE THAN (4)ELBOWS, SPACING-6'-0" HEIGHT BUT SHALL NOT EXCEED 10'-0" S NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT WIRE DROPS 5 1'-0"OF HYDRONIC BASEBOARD HEAT=550 BTUH AT R305 (2012-15 IRC)-NOT FOR GRS FIREPLACE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY 23 IMRI WRTFR SUPPLY LINES _ MEMBERS NOT LESS THAN 1 1/4"FROM EDGE OR SHALL SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT' 180'F AT 1 GALLON PER MINUTE 5 DWELLING UMTS IN TWO-FAMILY DWELLINGS SHALL BE BE PROTECTED WITH G T THICK STEEL SLEEVE OR 6 FOR HYDRONIC BASEBOARD HEAT SYSTEM, MANUFACTURER 3 HVAC AND FIREPLACE CHIMNEY AND CONNECTORS SHALL HEIGHT BUT SHALL NOT EXCEED ACING COPPER LINES MAXIMUM HORIZONTAL SUPPORT DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON SEPRRRTEO FROM EACH OTHER BY WALL AND/OR FLOOR COMPLY WITH NFPR 211 - 2 WATER SUPPLY LINES SHALL BE TYPE L COPPER SPACING-6'-0" PLATE CABLE PASSING THROUGH NOTCHES 5HRLL BE SITE BY THE BUILDER SUPPLIES HEAT UNITS CONSISTING OF ASSEMBLIES OF NOT LESS THAN 1 HOUR FIRE PROTECTED WITH R 1/16"THICK STEEL PLATE 4 BATH FRN OUTPUT 70 CFM MIN KIT EXH 135 CFM MIN- COMPLYING WITH RSTM B 88 MAXIMUM VERTICAL SUPPORT SPACING-EACH C-CAPE MODELS- MANUFACTURER PROVIDES JUNCTION3/4" RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH 5 SAFETY GLAZING SHALL BE USED WHERE REQUIRED BY COPPER LINES MAXIMUM HORIZONTAL SUPPORT STORY HEIGHT BUT NOT TO EXCEED 10'-0" NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT BOXES IN CEILING BEHIND KNEEWRLL FOR GENERAL COVER,ELEMENTS,CAPS, DER TYPE M COPPER STUBBED RSTM E119 FLOOR-CEILING ASSEMBLIES SHALL EXTEND REE TA WITHIN 1'-0"OF OUTLET BOX THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE SECTION 83084 SPACING-6'-D" CPVC LINES MAXIMUM HORIZONTAL SUPPORT ILLUMINATION,SMOKE DETECTOR AND HEAT CIRCUITS "BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM TO AN BE TIGHT AGAINST THE EXTERIOR WALL,RD 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART ON SECOND FLOOR BY THE BUILDER 6 THIS NOTE RESERVED FOR FUTURE USE MAXIMUM VERTICAL SUPPORT SPACING-EACH -SPACING-3'-0' 7 COPPER WATER PIPE.TYPES K AND M SHALL COMPLY - WALL ASSEMBLIES 5HRLL EXTEND TO THE UNDERSIDE STORY"HEIGHT BUT NOT TO EXCEED 10'-0" MAXIMUM VERTICAL SUPPORT SPACING-EACH OF ELECTRIC BASEBOARD HEAT UNITS ELECTRICRL MRT'LS TO COMPLETE THE SECOND FLOOR 7 THIRD PARTY LABEL,INSIGNIA OF KITCHEN AND ORTR WITH RSTM B 88(MECHANICAL SYSTEMS ONLY) OF THE ROOF SHEATHING WHEN THE FLOOR ASSEMBLY CPVC COMPLYING WITH RSTM D 2646 MAY BE STORY HEIGHT AND PIPING SHALL HAVE R 7 IN KITCHENS R RECEPTACLE OUTLET SHALL BE IN R FURNISHED AND INSTRLLED BY THE BUILDER PLATE SHALL BE AFFIXED TO THE KITCHEN SINK 8 - — - INDICATES PIPING BELOW FLOOR BY THE IS REQUIRED TO BE FIRE-RESISTANCE RATED,THE USED LI RN RLTERNRTE MRTERIRL MIDSTORY GUIDE INSTALLED AT EACH WALL COUNTER SPACE THAT I5 D IN RCC ED RAE WITH GOVERNING CODES SEE NOTE x2B CABINET RLL PR LABELS GROUPED AT THIS LOCATION CPVC LINES MAXIMUM HORIZONTAL SUPPORT CROSS-LINKED POLYETHYLENE(PEX)LINES MAXIMUM BUILDER ARROW INDICATES DIRECTION OF FLOW SUPPORTING CONSTRUCTION OF THE ASSEMBLY 5HRLL OR WIDER RECEPTACLE OUTLETS SHALL BE INSTALLED D-RAISED RANCH MODELS- FOR SITE INSTALLED - HAVE RN EOURL OR GREATER FIRE-RESISTANCE RATING STATES REQUIRING ADDITIONAL LABELS(IBC,NH, 50 THAT NO POINT ALONG THE WALL LINE IS MORE DEVICES RT ENTRY,ie SWITCHES,RECEPTACLES,ETC FOR MANUFACTURER SHALLBRSEE30PRD FEET LAYOUT RAM VR, CTT THE LABELS IHRLL BE REFIXED IN R SPACING-3'-0" HORIZONTAL SUPPORT SPACING-2'-8" 9 MRNUFRCTURER 5HRLL PROVIDE R FARMED CHOSE UPON 6 GARAGES AND CARPORTS SHALL COMPLY WITH SECTION MAXIMUM VERTICAL SUPPORT SPACING-EACH MAXIMUM VERTICAL SUPPORT SPACING-EACH THAN 24"MEASURED HORIZONTALLY FROM R WIRES ARE EITHER STUBBED TO BASEMENT OR COILED 8309(2000-06 IRC)6 83025 [2009-36 IRC 6 MR) CLOSET OF EACH ADDITIONAL MODULE RECEPTACLE OUTLET IN THAT 5PRCE FOR SITE INSTALLATION OF DEVICES BY THE BUILDER REQUEST TO ALLOW FOR FLUE(S)OR DUCTS TO BE 7 INSTALLATION OF SMOKE ALARMS AND AUTOMATIC IBC UNITS MRY HAVE LABELS GROUPED IN ONE STORY HEIGHT AND PIPING SHALL HAVE R STORY HEIGHT BUT NOT TO EXCEED 10'-0" INSTALLED ON SITE B7 THE BUILDER SIZE TO BE SPRINKLER SYSTEMS SHALL COMPLY WITH LOCATION MIDSTORY GUIDE 24 IMRI CONVENTIONAL PIPE CLAMPS, BRACKETS 8 KITCHEN COUNTERTOP,BATHROOM,GARAGE AND E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE DETERMINED BY THE BUILDER (NH)CAPE UNITS 5HRLL HAVE THE LABEL FOR THE CRO55-LINKED POLYETHYLENE(PEX)COMPLYING OR STRAPPING SHALL HAVE R BEARING WIDTH EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED BETWEEN MODULES,R JUNCTION BOX SHALL BE LOCATED 10 FLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14 SECTION 8317 (2000 IRC), SECTION 8313 Q 8314(2003 WITH RSTM F 877 MAY BE USED AS AN OF 3/4"OR MORE - KITCHEN AND BATHROOM RECEPTACLES SHALL BE ON UNDER THE FLOOR OR NEAR THE ATTIC RCCESS FEET IN LENGTH FLEXIBLE DUCT LENGTH IS UNLIMITED THOU 2012-15 IRC 6 MR) UNFINISHED UPSTAIRS PORTION REFIXED TO THE - ALTERNATE MATERIAL 25 (MR)HORIZONTAL DRAIN LINES 3"OR LESS 20 AMP GFCI CIRCUIT(S) F-ALL CONNECTIONS SHALL BE MADE ON SITE BY SLDR KITCHEN SINK CABINET CRO55-LINKED POLYETHYLENE(PEX)LINES MRXIMUM SHALL SLOPE R MINIMUM OF 1/4"PER FOOT 9 FOR WHIRLPOOL TUB OPTIONS,WIRING SHALL: BE IN G-SEE MRNUFRCTURER'S SETUP PROCEDURES MANUAL 8 CONCEALED SPACES BETWEEN FLOOR/CEILING WHEN R MODULE GOES NOT HAVE R CLOSET, 11 MANUFACTURER HRS OPTION OF OMITTING THE HERDING ASSEMBLIES SHALL TIN RFTSTOP200 RT 1000 SF HORIZONTAL SUPPORT SPACING-2'-8" HORIZONTAL DRAIN LINES LARGER THAN 3" INSTRUCTIONS WITH MANUFACTURER'S INSTALLATION 2 R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR SYSTEM FOR A SITE INSTALLATION BY THE BUILDER ADDITIONAL LABELS SHALL BE REFIXED TO THE MAXIMUM VERTICAL SUPPORT SPACING-EACH SHALL SLOPE A MINIMUM OF 1/8"PER FOOT INSTRUCTIONS RND SHALL BE GFCI PROTECTED TO BASEMENT SHALL BE INTERCONNECTED WITH INTERVALS SEE SECTION 850212 (2000-06 IRC),830212 12 IT IS NECESSARY TO INSULATE THE BASEMENT WALLS ' KITCHEN SINK CABINET WHEN THE KITCHEN CABINET STORY HEIGHT BUT NOT TO EXCEED 10'-0" 26 (MPo RLL VENTS 5HRLL EXTEND 3"DIAMETER, 10 WHEN R WASHER RECEPTACLE I5 INSTALLED IN R BASEMENT SMOKE DETECTOR BY THE BUILDER SECT 1S IRC 6 2MR)0O 6 IRC), SHALL COMPLY WITH R- ENSURE COMPLIANCE WITH THE FORCED RIR DUCT SECT 8502121 2000-06 IRCI,8302121(2009-15 IRC-MR) IS INSTALLED ON SITE BY THE BUILDER,LABELS AND THAT E REQUIREMENTS IN UNCONDITIONED SPACES DRTR PLATE SHALL BE REFIXED IN R CLOSET OR IN 3 SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 18"-24°ABOVE AND 12"BELOW ROOF BATHROOM, WHETHER A$EPRRRTING DOOR IS PRESENT B-FOR CAPE UNITS,WIRE IS STUBBED THROUGH 9 FIREBLOCKING SHALL BE PROVIDED IN NGWOOD-FFRMEASSEMBL R CHEMICAL COMPOSITION EQUAL TO OR LESS THAN 27 (RI)ALL VENTS 5HRLL EXTEND 3" DIAMETER, OR NOT,THAT RECEPTACLE SHALL BE GFCI PROTECTED .FLOOR/CEILING FOR BUILDER TO INSTALL SECOND THAT ARE NOT ID WITH ED,THE FORCED RIR DUCT FLOOR CONSTRUCTION AND ION R6 28(2 G ASSEMBLIES ANOTHER KITCHEN CABINET WHEN R MODULE HAS NO C2 PERCENT LEAD THE SOLDER SHALL COMPLY WITH 12"ABOVE RND 24"BELOW ROOF 11 GFCI CIRCUIT PROTECTION 5HRLL BE PROVIDED BY FLOOR SMOKE DETECTOR(S) - MUST BE COVERED WITH SUFFICIENT INSULATION TO IN ACCORDANCE WITH SECTION 86028(2000-06 IRC), CABINETS OR CLOSETS,LABELS AND OF DATA PLATE ATTAIN R FORCED RIR DUCT INSULATION VALUE AS SHALL BE REFIXED IN A CLOSET OF ANOTHER MODULE ASTM 632 THE FLUX SHALL COMPLY WITH RSTM 8813 26 (RI)HOSE BIBBS SHALL HAVE BACKFLOW BREAKER OR RECEPTACLE 3 BATHROOM CIRCUIT-WERES DROPPED FROM ERCH FLOOR TO SR302HALL (2009-15 IRC 6 MR) CHIMNEY FIREBLOCKINC REQUIRED BY THE RPPLICRBLE ENERGY CODE SHALL COMPLY WITH 8100116 (2000-06 IRCI,8100319 AS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY 4 JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE PREVENTERS RND 5HRLL BE FROST FREE 12 SMOKE DETECTORS SHALL BE FIRER 4518 OR R PANEL BO SHALL BE INTERCONNECTED BY THE BUILDER 13 2009-15 IRC -WHERE R CLOTHES DRYER SPACE IS 12009-15 IRC 6 MR) FIREBLOCKING SHALL BE APPLIED HAVING JURISDICTION SHALL SHOW ACTUAL LOCATION AND OTHER PIPING MATERIAL SHALL BE MADE WITH AN 29 SEE DRAWING 6b FOR ADDITIONAL PLUMBING NOTES LISTED EQUIVALENT 4 PANEL BOXES IN CRAWL SPACE UNITS SHALL BE PROVIDED,R DRYER EXHAUST SHALL BE INSTRLLED OF THE INSIGNIR OF APPROVAL APPROVED ADAPTER FITTING 30 2009-15 IRC-WATER SUPPLY RISER FROM SHOWER 13 SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED INSTRLLED BY THE MANUFACTURER FOR OTHER UNITS, BEFORE SPACE IS COVERED OR CONCEALED IF NOT INSTALLED BY THE MANUFACTURER,IT MUST FOR PR, BUMP-OUTS,ROD-ONS,ADDITIONS 6 ETC OF 5 FOR ABS PIPE AND FITTINGS,R SOLVENT CEMENT VALVE TO.HERD OUTLET SHALL BE SECURED USING TO R GENERRL ILLUMINATION CIRCUIT WITH NO THE MRNUFRCTURER MRY EITHER INSTALL THE PANEL 10 ROOF COVERINGS SHALL COMPLY WITH SECTION CLOSED-WALL CONST 6> 49 SF FOOTPRINT SHALL HAVE THAT COMPLIES WITH RSTM D 2235 SHALL BE APPLIED DEVICES DESIGNED FOR USE WITH THE SPECIFIC PIPING INTERVENING�SWITCHES AND SHALL BE BOX, WIRE THE PANEL BOX UNDERNEATH FOR BE INSTALLED BY THE BUILDER 8905 14 2009-12 IRC -WHERE R CDNCERLED DRYER DUCT IS 11 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH ONE STATE LABEL AND ONE PFS LABEL PER MODULE TO ALL JOINT SURFACES FOR CPVC PIPE 6 FTNGS, MATERIALS OR FITTINGS ANCHORED WITH SCREWS INTERCONNECTED IN SUCH R MANNER THAT THE INSTALLATION BY THE BUILDER OR LABEL WIRES AND INSTRLLED, THE LENGTH OF DUCT SHALL BE SECTION R3086 TUBULAR DAYLIGHT DEVICES SHALL 8 EXT CHASES SHALL HAVE INSULATION AND DRYWALL R SOLVENT CEMENT THAT COMPLIES WITH RSTM F 493 31 2009-15 IRC-EACH FIXTURE DRAIN SHALL CONNECT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL SHIP PANEL BOX RND BREAKERS LOOSE FOR PERMRNENTL7 IDENTIFIED WITHIN 72"OF THE DUCT 9 HRNDRRILS SHALL BE PROVIDED ON AT LEAST ONE SHALL BE APPLIED TO ALL JOINT SURFACES THE INDEPENDENTLY TO THE HORIZONTAL WET VENT ALARMS IN THE INDIVIDUAL UNIT INTERCONNECTION INSTRLLRTION BY,THE BUILDER COMPLY W/SECTION R3O86 2012-15 IRC) CONNECTION 2015 IRC SIGNAGE REO'D WHEN> 35'RUN SIDE OF EACH STAIRWAY WITH FOUR OR MORE RISERS JOINT SHALL BE MADE WHILE THE CEMENT IS WET, 32 2012-15 IRC-DOMESTIC HOT WATER SUPPLY PIPING OF SMOKE DETECTORS NOT REQUIRED FOR WIRELESS S WHEN PRNEL BOX IS INSTALLED IN UNIT, ELECTRICRL 12 STRUCTURRL MEMBERS SUBJECT TO HOLE DRILLING, 15 OF THE IRC -DRYER DUCTS INSTRLLED WITHIN WITH CUTTING 0 NOTCHING SHALL COMPLY WITH SECTIONS HRNDRRIL HEIGHT,MEASURED ABOVE STAIR TREAD F 4 IN ACCORDANCE WITH ASTM D 2846 OR ASTM 5HRLL BE INSULATED TD R MINIMUM OF R-3 UNDER - ALARMS PROVIDED ALL RLRRMS SOUND UPON ACTIVATION CONNECTIONS BETWEEN MODULES SHALL E MADE IN OF THE FRAMING EDGE 5HRLL BE PROTECTED WITH R 85028, 86026,860261, 6 88027 NOSINGS 5HRLL BE NOT LESS THAN 34 INCHES AND F 493 FOR PVC PIPE AND FITTINGS, R PRIMER THE FOLLOW CONDITIONS OF A SINGLE ALARM TED IRC) JUNCTION BOXES IN THE ATTIC CAVITY HERR THE METAL SHIELD 2"ABOVE THE SOLE PLATE RND 2" 13 THE MRNUFRCTURER MRY SUBSTITUTE FOR THE JOIST NOT MORE THAN 38 INCHES THAT COMPLIES WITH RSTM F 656 SHALL BE APPLIED -PIPING LARGER THAN 3/4" THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, RCCESS PANEL OR IN THE BASEMENT MANUFACTURER BELOW THE TOP PLAY GUARDS SHALL COMPLY WITH SECTION R312 TO ALL PVC SOLVENT CEMENTED JOINTS SOLVENT -PIPING SERVING.MORE THAN ONE DWELLING UNIT OUTSIDE OF ERCH SEPARATE SLEEPING RRER RND ON SHALL SUPPLY JUNCTION BOX AND WIRE HANGERS SHOWN IN THE TYPICAL CROSS SECTION - 16 APPLIANCES IRC -MICROWAVES INSTRLLED ABOVE COOKING DRAWINGS,R 2x2 NOMINAL WOOD LEDGER STRIP SO VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY CEMENT FOR PVC PIPE COMPLYING WITH RSTM O 2564 -PIPING FROM WATER HEATER TO KITCHEN OUTLETS EACH FLOOR LEVEL ALL SMOKE ALARMS SHALL BE MRNUFRCTURER HRS OPTION IB USING MODULE RPPLIRNCES 5HRLL CONFORM ALL N 923 14 (MR)EGRESS FROM ALL DWELLING UNITS SHALL R COMBINATION OF ERVE AND RIDGE VENTS THE SHALL BE APPLIED TO ALL JOINT SURFACES FOR -PIPING LOCATED OUTSIDE THE CONDITIONED SPACE LISTED AND INSTRLLED IN ACCORDANCE WITH THE INTER-CONNECTION AS DESCRIBED ON NOTE lA 17 2009-15'IRC -RETURN RIR SHALL NOT BE PULLED BE BY MEANS OF TWO EXIT DOORS SEE NOTE 2, MINIMUM NET FREE VENTILATION AREA 5HRLL BE CROSS-LINKED POLYETHYLENE (PEX)PIPE AND FITTINGS, -PIPING FROM THE WATER HERTER TO R PROVISIONS OF THE CODE AND NFPR 72 6 WHEN PANEL BOX IS NOT LOCATED ON OR DIRECTLY FROM ATTICS OR UNDER-FLOOR PLENUMS 1/300 OF THE AREA OF THE SPACE VENTILATED 50 TO AND JOINTS BETWEEN TUBING OR FITTINGS,REF SECT'S DISTRIBUTION MANIFOLD SEE ELECTRICRL FIELD NOTE p2 ADJACENT TO AN EXTERIOR WALL OF BUILDING,R 18 2012-15 IRC -ALL PIPING AND TUBING SHALL BEAR THE REMOTE R5 POSSIBLE FROM EACH OTHER RND 14 ENCLOSED INCANDESCENT CEILING LIGHTS IN R CLOSET 80%VENT AT RIDGE 2003-09 IRC-MR), 40 TO 50%VENT P2904 2003-2006 IRC),P2904(2009-2012 IRC),AND -PIPING EXCEEDING THE FOLLOWING 'RUN"LENGTHS SERVICE DISCONNECTING MEANS SHALL BE INSTALLED AT LEADING DIRECTLY TO GARDE IDENTIFICATION MRNUFRCTURER AT RIDGE(2012-15 IRC) p2904(2015 IRC)FOR COMPLIANCE 3/B"=30', 1/2"=20'3/4"=10', >3/4"=5' SHALL HAVE 12"MINIMUM HORIZONTAL CLEARANCE FROM R READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF SECONDARY EXIT DOORS 5HRLL NOT BE LESS THAN 11 THIS NOTE RESERVED FOR FUTURE USE 33 2012-15 IRC-WRSTE WATER FROM BATHTUBS,SHOWERS, COMBUSTIBLE MATERIAL 5URFRCE MOUNTED THE BUILDING OR INSIDE NEAREST THE POINT OF 19 202 CRC-PLASTIC PIPE,FITTINGS AND COMPONENTS 32 INCHES IN NOMINAL WIDTH NOR,80"IN 6 HORIZONTAL ORRIN LINES 2 1/2"OR LESS SHALL FLWRESCENT OR RECESSED ENCLOSED INCRDESCENT SHALL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14 12 INTERIOR WALL AND CEILING FINISHES IN ENCLOSED LAW, CLOTHES WASHERS,AND LAUNDRY TRAYS MAY BE ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY NOMINAL HEIGHT SLIDING TYPE DOORS 5HRLL NOT 2 FAMILY DWELLING EXITS SHALL HAVE R FLAME SLOPE A MINIMUM OF 1/4"PER FOOT DISCHARGED TO AN APPROVED GARY WATER SYSTEM CEILING LIGHTS IN R CLOSET 5HRLL HRVE 6"MINIMUM THE BUILDER 20 2012-15 IRC-ALL PIPING. TUBING AND FITTINGS SHALL BE LESS THAN 78" IN NOMINAL HEIGHT SPREAD RATING OF 0 TO 75 HORIZONTRL ORRIN LINES 3"TO G"SHALL SLOPE DESIGNED PER SECTION P3009 HORIZONTAL CLEARANCE FROM COMBUSTIBLE MRTERIRL SERVICE DISCONNECTING MEANS 5HRLL NOT gE EITHER BE TESTED OR CERTIFIED BY AN APPROVED 15 2012-15 IRC- END-JOINTED LUMBER USED IN FIRE R MINIMUM OF 1/8"PER FOOT 15 3 WRY AND 4 WRY SWITCHES SHALL BE 50 WIRED THAT THIRD-PARTY TESTING AGENCY 13 INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL 34 202-15 IRC -PIPE FITTINGS, TARPS,FIXTURES INSTALLED ICONNECTING RESISTANT FLOOR, WALL OR ROOF/CLG RSSEMBL-IE5 SYSTEMS,HABITABLE SPACES,NON-HRBITRBLE SPACES, 7 FITTINGS FOR CHANGE IN DIRECTION OF DRAINAGE UTILIZED IN R PLUMBING SYSTEM SHALL BEAR THE IO ALL SWITCHING IS DONE ONLY IN THE UNGROUNDED THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE 21 2012-15 IRC-ELEC BASEBOARD HEATERS MUST BE LISTS SHALL HAVE THE OR,,. DESIGNATION IN ITS GRADE STAIRWAYS,CLOSETS,UTILITY AREAS,BATHS, PIPING SHALL COMPLY WITH TABLE 30CSL OF THE MANUFACTURER,REFERENCED STANDARD AND CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHALL NOT AND LABELED PER UL 1042 THE DISTANCE INSIDE THE BUILDING THE SERVICE MARK 8 MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP 22.2012-15 IRC -WHOLE HOUSE MECHANICAL VENTILATION KITCHENS,GARAGES,CARPORTS,ETC MAY BE 3rd PARTY INSPECTION AGENCY DISCONNECT CT THE GROUNDED CONDUCTOR IE R CIRCUIT ENTRANCE CONDUCTORS SHALL BE ALLOWED TO TRAVEL 16 2012-15 IRC -SINGLE MEMBER EXT WALL HERDERS WEIR SHALL BE 24" SYSTEM REBURIED PER M1507 INTEGRATED WITH ANY FLOOR PLRN THEY MAY BE 35 VENT 5HRLL TERMINATE 2' ABOVE OPENINGS WITHIN 10' 16 OUTLET BOXES IN FIRE RATED ASSEMBLIES SHALL BE TO THE MAIN VICE SHALL BE MORNS SHELL HAVE R PLATE MATCHING THE THICKNESS OF ROTATED 90"AND/OR REVERSED IN ANY DIRECTION, 9 AI AN ALTERNATIVE TO VENTS THROUGH THE ROOF, (2003-2009 IRC-MR), 3'ABOVE OPENINGS WITHIN 10'FOR PASS Q SEYMOUR TYPE P118RN OR R LISTED EOUIV 23 OUTDOOR INTAKE OPENINGS WITHIN 10'OF R THE WALL DIRECTLY ABOVE AND BELOW THE HERDER RIR ROMITTRNGE VALVES COMPLYING WITH RSSE 1051 7 ELECTRIC SERVICE SHALL BE GROUNDED ON SITE BY CONTAMINATION SOURCE ARE-0 8E 2'BELOW THE IN PART OR IN THEIR ENTIRETY RPPLICRBLE 2012-I5 IRC 17 WHEN CIRCU]'TS WILL NOT FIT IN R SINGLE PRNEL BOX, THE BUILDER IN ACCORDANCE WITH GOVERNING CODES SHALL BE PERMITTED FOR R SINGLE FIXTURE OR FOR CONTAMINATION SOURCE(2003-09 IRC-MR), 3'BLOW - STRUCTURAL SYSTEM DRRWINGS SHALL BE ACROSS 36 2003-12 IRC-LAUNDRY TUB MIN 1-1/4"DRAIN 1-1/2" R SUB-FEED SHALL BE INSTALLED SEE DRAWING 6e g AFTER THE HOME IS SET ON THE FOUNDATION AND THE MULTIPLE FIXTURE TRAPS FOR 2012-15 IRC REFERENCED ON RLL FLOOR PLAN DRRWINGS LAUNDRY TUB MIN DRAIN-2015 IRC, MR, NY,NJ 6 ME 16 FOR OWNER OCCUPIED ONE-FAMILY DWELLINGS WHERE ELECTRICAL SYSTEM IS COMPLETED BY OTHERS IN 24 2012-15 IRC-RIR EXHAUST OPENINGS SHALL TERMINATE 3' 14 OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE 10 HORIZONTAL VENT PIPES SHALL BE LOCATED R THE OWNER WISHES TO OMIT ELECTRICAL DEVICES, ACCORDANCE WITH THE GOVERNING CODES,R COMPLETE OR MORE FROM PROPERTY LINES, 3'FROM OPENINGS FINISHED GRRDE MUST MAINTAIN THE LOWEST PART OF MINIMUM OF 6'ABOVE THE FLOOD LEVEL RIM OF FIXTURES AND WIRING,EXEMPTIONS SHALL BE SUBJECT OPERATIONAL CHECK SHALL BE PERFORMED THIS CHECK THE WINDOW CLERK-OPENING R MINIMUM OF 24"ABOVE THE HIGHEST FIXTURE SERVED TO APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL BE THE RESPONSIBILITY OF THE BUILDER (WINDOWS,DOORS,ETC)INTO THE BUILDING,AND 10' 11 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE. FROM MECHANICAL AIR INTAKES UNLESS THE EXHAUST THE FINISHED FLOOR OF THE ROOM IN WHICH THE 19 FOR RFCI PROTECTION, SEE ELECTRICRL NOTES 9 COMPLETED ELECTRICRL SYSTEMS SHALL BE INSPECTED OPENING I5 3'ABOVE THE RIR INTAKE WINDOW IS LOCATED IF THE WINDOW CLERK-OPENING BATHTUBS WITH INSTRLLED SHOWER HEADS AND IN 7 AND 8.SHT 3e AND TESTED IN CONFORMANCE WITH NFPR-70 GENERRL FIELD NOTES SHOWER COMPARTMENTS SHALL BE FINISHED WITH R PLUMBING FIELD NOTES 252015 IRC-CONDENSATE DRAINS TO T IG THE TO ALLOW DOES NOT MEET THESE PO RMETERS,THE BUILDER 20 WITHIN IRC)SMOKE ALARMS AND DETECTORS INSTRLLED TESTING AND INSPECTION SHALL BE PERFORMED BY AN MAINTENANCE OF THE DRAIN W/0 CUTTING THE DRAIN SHALL BE RESPONSIBLE FOR COMPLIANCE WITH NONA35ORBENT SURFACE SUCH WALL SURFACES SHALL WITHIN R 20 FOOT HORIZONTAL PATH OF R COOKING APPROVED ELECTRICRL UNDERWRITER'S AGENCY 1 WHERE ADJOINING MODULES THAT HAVE GAPS OF 1/8" EXTEND TO R HEIGHT OF NOT LESS THAN 6'-0"ABOVE 1 BUILDER RESPONSIBLE FOR SUPPLYING RND 26 2015 LRC-REFERENCE DUCT LENGTH TABLE M15062 IF SECTION 86132 2006 IRC),86122 2009 IRC 6 MRI, APPLIANCE SHALL BE EQUIPPED WITH O- ALARM 10 WHEN AREAS ARE PROVIDED IN THE MRCTORY, MANUFACTURER'S INSTRUCTIONS NOT RVRILRBLE OR MORE, FIRESTOPPING SHALL BE PROVIDED AND THE FLOOR INSTALLING DISHWASHER 6 ICE-MRKER-BOX HAMMER 8312 TENTS 5 IRC) SILENCING MORNS OR BE OF THE PHOTO-ELECTRIC TYPE WASHERS,DRYERS, WATER HEATERS MRY BE INSTALLED AT ALL CEILING AND FLOOR LEVELS BY 15 BASEMENTS WITH HRBITRBLE SPACE AND EVERY 12 SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE ARRESTOR COMPLYING WITH RSSE 1010 21 (2006-12 IRC)SMOKE ALARMS AND DETECTORS SHALL NOT INSTRLLED BY THE MANUFACTURER THE BUILDER RND/OR SET-UP CREW ON SITE FOR 2009-15 IRC STATES,WATER HAMMER ARRESTORS SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENRBIL EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BE INSTRLLED WITHIN R 3 FOOT HORIZONTAL PATH WHEN AREAS OR RPPLIRNCES ARE NOT PROVIDED, THE TYPE, THICKNESS AND INSTRLLRTION OF MRTERIRL ARE ONLY NECESSARY AT ICEQUIRE-BOX AND APPLIANCES SHALL BE PROVIDED BY THE BUILDER, EMERGENCY ESCAPE AND RESCUE OPENING WITH A SILL BALANCE,THERMOSTATIC MIXING OR COMBINATION FROM A DOOR TO R KITCHEN OR BATHROOM CONTAINING SERVING AS R BARRIER TO THE UNOBSTRUCTED DISHWASHER LOCATIONS IF REQUIRED BY THE HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE PRESSURE BRLRNCE/THERMOSTATIC MIXING VALVE ( SHOWER OR A TUB MANUFACTURER OR RETAIL CUSTOMER AND MOVEMENT OF FLAMES AND PRODUCTS OF COMBUSTION FLOOR,R MINIMUM NET CLERK OPENING RRER OF -TYPES WITH HIGH LIMIT STOPS COMPLYING WITH BUILDMRNUFRCTURER'5 INSTRUCTIONS 22 2006-12 IRC)SMOKE ALARMS AND DETECTORS SHALL NOT INSTRLLED ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING 2 BUILDER RESPONSIBLE FOR SUPPLYING RND 11 ALL WORK DONE ON SITE SHALL BE APPROVED BY THE 57 SQUARE FEET,R MINIMUM NET CLERK OPENING 855E/ANSI ATE THE HIGH LIMIT STOPS 5HRLL BE 5ET BE INSTRLLED WITHIN R 3 FOOT HORIZONTAL PATH JURISDICTION INSTALLING BATH FIXTURE FIRE BLOCKING HEIGHT OF 24 INCHES AND R MINIMUM NET CLEAR TO LIMIT WATER TEMPERATURE TO R MAXIMUM 120`F FROM THE TIP OF THE BLADE OF R CEILING AUTHORITY HAVING JURISDICTION -. 2 MRNUFRCTURER HAS OPTION OF OMITTING PORTIONS 3 FIELD INSTRLLED PIPING BETWEEN SECOND 6 FIRST OPENING WIDTH OF 2ND INCHES 44"RFF MEASURED TO 13 OR 06-15 IRC 8 MRl THE HOT WRIER TO BATHTUBS SUSPENDED IVT,PSI FAN 12 ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT OF/OR COMPLETE ROOF,CEILING AND/OR FLOOR FLOORS, BATHROOM TILE 5 FREEZE PROTECTION ON BTM OF CLERK OPENING FOR 202 IRC OR WHIRLPOOL TUBS SHALL BE LIMITED TO R MAXIMUM 23 (CT,NJ,RI,VT, BE AT LEAST ONE CARBON MONOXIDE GFCI RECEPT R5 SHOWN SO THE RECEPT MAY BE SECTIONS OF MODULES, IF BUILDER WANTS TO 16 ERCH DWELLING UNIT 5HRLL CONTAIN RT LEAST ONE LIMITING DEV OF 120 F BY R WRIER TEMPERATURE CRRWL SPACE PIPING PLUS ALL WORK DONE IN SITE DETECTOR SHALL BE PROVIDED 1N EACH DWELLING UNIT ACCESSIBLE FROM THE DECK/PORCH/STOOP CONSTRUCT SAME IN THE FIELD DESIGN OR HABITABLE SPACE WITH 120 50 FT MINIMUM GROSS LIMITING DEVICE THAT CONFORMS TO RSSE 1070 SHALL BE APPROVED BY THE AUTHORITY HAVING THE DETECTOR SHALL BE INSTALLED IN THE 13 REO'D FRONT AND RERR EXT GFCI RECEPT SHALL BE IN AC CROF DESIGN,5HRLL BE BY R P E OR R R FLOOR RRER(EXCEPTION' 2015 IRC=70 SF MIN) EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY JURISDICTION PIPING SHALL BE FIELD TESTED IMMEDIATE VICINITY OF BEDROOM(S)ON THE RCCE55IBLE FROM GRADE ADDITIONAL"GRADE- IN ACCORDANDRN CE WITH GOVERNING CODES TO ENSURE OTHER HABITABLE ROOMS EXCEPT KITCHENS SHALL R COMBINATION TUB/SHOWER VALVE BEFORE CONCEALMENT LOWEST FLOOR LEVEL CONTAINING BEDROOM(5) ACCESSIBLE EXT GFCI RECEPTS SHRLL BE PROVIDED ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING HAVE R FLOOR RRER OF NOT LESS THAN 70 SO FT 14 (05-15 IRC)THE DISCHARGE WRIER TEMPERATURE FROM 4,RLL FINISHED WATER RND DWV SYSTEMS SHALL BE BEDROOM(S)SEPARATED BY OTHER USE AREAS SUCH AND INSTALLED BY OTHERS (BELOW THE MODULES)AT CAPRBILITES OF THE LORD BEARING WALLS, TESTED WHEN COMPLETED ON SITE BY OTHERS IN HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE R BIDET FITTING SHALL BE LIMITED TO R MRXIMUM AS KITCHENS,LIVING ROOMS, ETC SHALL REQUIRE THE FRONT AND REAR OF THE HOUSE SHOULD THE DESIGNER SMALL CONTACT THE MANUFACTURER A LE55 THAN 7 FEET IN ANY HORIZONTAL DIRECTION TEMPERATURE OF 110'F BY R WRIER TEMPERATURE RCCORDRNCE WITH GOVERNING CODES ( SEPARATE CARBON MONOXIDE DETECTOR RECEPTS SHOWN NOT BE RCCE55IBLE FROM GARDE VERIFY THE SIZE, SPECIES,GRADE,AND OC SPACING 5 RLL WORK DONE ON SITE SHALL BE APPROVED BY 17 THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN LIMITING DEVICE THAT CONFORMS TO 855E 1070 (NJ)DETECTORS SHALL BE LOCATED WITHIN 10 FEET OF LORD BEARING MEMBERS MATERIALS TO THE AUTHORITY HAVING JURISDICTION COMPLETE OMITTED RRERS SHALL BE SUPPLIED AND ANY FLIGHT OF STAIRS SMALL NOT EXCEED THE 15 TUBS SHS INCLUDING GARDEN,WHIRLPOOL AND HOT OF DETECTORS S INSTALLED BY THE BUILDER IN ACCORDANCE WITH SMALLEST BY MORE THAN 3/8" TUBS SHALL HAVE OUTLETS AND OVERFLOWS AT LEAST , DETECTORS SHALL HAVE R BATTERY BACKUP GOVERNING CODES THE WIDTH OF EACH LANCING SHALL NOT BE LESS 15 INCHES IN DIAMETER,AND THE WASTE OUTLET' DETECTORS SHELL BE LISTED AND LABELED AS 3 IF BUILDER WANTS TO CONSTRUCT,FABRICATE AND THAN THE STAIRWAY OR DOOR SERVED EVERY LANDING SHALL BE EQUIPPED WITH AN APPROVED STOPPER COMPLYING WITH UL 2034 SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES 16 JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE THE WIRING SHALL BE PERMANENT AND WITHOUT R RT ERCH ELEMENTS, T PORCHES, CRRPORTS,GARAGES. MEASURED IN THE DIRECTION OF TRRVEL WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS DISCONNECTING SWITCH OTHER THAN AS REQUIRED ETC IN THE FIELD TO R LORD BEARING WALL, 18 STAIRWAYS SHALL NOT BE LESS THRN 36 INCHES IN 17 06-15(IRC 6 MR)CEMENT,FIBER-CEMENT OR GLASS FOR OVER CURRENT PROTECTION DESIGN OR VERIFICATION OF DESIGN SG BE BY R CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED MAT GYP COMPLYING WITH RSTM C1288,C1325,OR C1278 DETECTORS SHALL NOT BE REQUIRED IN DWELLING i PE. OR RA IN ACCORDANCE WITH GOVERNING CODES HRNDRRIL HEIGHT RD BELOW THE REQUIRED HEADROOM 5HRLL BE USED AS BACKERS FOR WALL TILE IN TUB UNITS NOT CONTAINING R FUEL BURNING APPLIANCE. IN ORDER TO ENSURE DESIGN DOES NOT EXCEED THE HEIGHT HANDRAILS SHALL NOT PROJECT MORE THAN AND SHOWER AREAS 2009-12 IRC 2 MR-GREEN BOARD FIREPLACE OR ATTACHED GARAGE LORD CARRYING CAPABILITIES OF THE LORD BEARING 45 INCHES ON EITHER SIDE OF THE STAIRWAY AND SHALL CONFORM WITH RSTM C1396,C1178,C1278' 24(DE)SMOKE CETECTORS SHALL NOT BE INSTALLED ON WALLS, DESIGNER SHALL CONTACT THE MANUFACTURER THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND 18 COPPER AND PLASTIC PIPE SHALL BE PROTECTED FIRE SPRINKLER NOTES BRANCH CIRCUITS PROTECTED BY RFCI ALL SMOKE TO VERIFY THE LORDING" SIZE, SPECIES, GRACE AND BELOW THE HRNDRRIL HEIGHT SHALL NOT BE LE55 WHEN LESS THAN 1 1/2"(1-1/4"FOR 2015 IRC)FROM DETECTORS SHALL BE SUPPLIED BY DEDICATED OC SPACING OF LORD BEARING MEMBERS GABLE END THAN 315 INCHES WHERE R HRNDRRIL IS INSTALLED ON NEAREST EDGE OF WOOD MEMBER PROTECTIVE SHIELD 1 SPRINKLER DESIGNED B7 OTHERS PER NFPR 130 CIRCUITS AND SHALL BE MECHANICALLY PROTECTED ELECTRICRL SYMBOLS - HERT FIELD NOTES . WALLS EXCEPT FOR THOSE SUPPORTING WINGED ONE SIDE AND 27 INCHES WHERE HRNDRRILS ARE PLATES SHALL BE R MIN OF 0062"THICK STEEL AND SEE MODEL SPECIFIC PLAN 6 CALCIS IN THE BY LOCK-ON DEVICES GABLES, BALCONIES,2nd FLOOR WALL DEAD LORDS ARE PROVIDED ON BOTH SIDES SHALL COVER THE RRER OF THE PIPE WHERE THE PERMIT SET PACKAGE 25 (MA)ONE SMOKE DETECTOR SHALL BE PROVIDED FOR 6 DUPLEX RECEPT S SINGLE SWITCH 1 IF HRBITRBLE ROOMS ARE TO BE INSTALLED ON SITE NON-LORD BEARING CONTACT MRNUFRCTURER TO VERIFY FACTORY SHALL PROVIDE OPENING THROUGH FLOOR MEMBER IS NOTCHED OR BORED RD SHALL EXTEND R 2 GENERAL SPRINKLER DESIGN NOTES CRN BE FOUND EACH 1200 SF OF FLOOR RRER OR PORTION THEREOF I S IN BF15EMENT BY BUILDER AND A COMBUSTIBLE FUEL BEARING STATUS OF GABLE END WALLS WHEN IN DOUBT LRRGE ENOUGH TO ALLOW STAIRS TO COMPLY MIN OF 2"RBOVE SOLE PLATES 6 BELOW TOP PLATES IN SECTION+� DETECTOR(S)SHALL BE ADJACENT TO ALL SLEEPING pp GFI RECEPT 3 THREE WRY SWITCH FURNACE IS SPECIFIED,R FURNACE ROOM SHALL BE 4 WHEN CONSTRUCTION AND FABRICATION OF ELEMENTS, 1 OF THE MUNCY INC FIRE AREAS AND ON THE SAME CIRCUIT DETECTOR(S) CONSTRUCTED RND A VENT TO EXTERIOR PROVIDED WITH THE GOVERNING CODE 19 CONCERLED PIPING IN UNHEATED RRERS INCLUDING SPRINKLER DESIGN MANUAL - cFV' T THERMOSTAT BUILDER 5HRLL COMPLY WITH APPLICABLE CODES FOR ie PORCHES,CARPORTS,GARAGES,ETC IS DONE IN R 19 2009-15 IRC 6 MR- "HABITABLE ATTICS"5HRLL BE LOCATED WITHIN 20 FEET OF q KITCHEN OR 4Y WATERPROOF RECEPT MANNER THAT DOES NOT IMPOSE ANY ADDITIONAL OUTSIDE WALLS SHALL BE PROTECTED RGRINST ANY ADDITIONAL REQUIREMENTS DESIGNED WITH PERMANENT STAIR FOR VERTICAL BATHROOM CONTAINING A TUB DR SHOWER SHALL BE 220 RECEPT ® 2 ALL WORK GONE ON SITE 5HRLL BE APPROVED BY THE STRUCTURAL LIVE LORDS ON THE MODULAR UNIT,NO FREEZING PIPING SHALL NOT BE LCCRTED IN PANEL BOX VERIFICATION OF LOAD CARRYING CAPABILITIES I5 EGRESS AND R MINIMUM OF[1]EGRESS WINDOW (M THE PHOTO ELECTRIC TYPE UNHEATED SPRUES WHEN POSSIBLE AUTHORITY HAVING JURISDICTION 20 WHERE IRC G MR-STEP-FLASHING(4"x 4")REQUIRED 26 (MR)FOR ALL SIDE WALL HORIZONTALLY VENTED 1 REQUIRED O THE BUILDER FOR THE ATTACHMENT OF WHERE ROOFS ABUTS R VERTICAL 5URFRCE 2012-15 IRC 20 CONCEALED PLUMBING SHALL BE TESTED IN PLANT GAS FUELED EQUIPMENT AND WHERE THE SIDE WALL -( _ LIGHT ELEMENT TO THE MODULAR UNIT FLASHING MAY BE CONTINUOUS OR"STEP-TYPE"WHERE NO PLUMBING SHALL BE CONCEALED BEFORE TESTING EXHAUST VENT TERMINATION I5 LESS THAN 7 FEET Y 5 OPENINGS IN MARRIAGE WALLS GREATER THAN 6'-0" ROOF ABUTS R VERTICAL SURFACE 21 IN-PLRNT PLUMBING SHRLL,BE LABELED AND ABOVE FINISHED GRADE CARBON MONOXIDE DETECTORS SHALL REQUIRE R STEEL COLUMN OR FOUNDATION 21 2009-15 IRC-MR -36"WIDE STRIP OF ICE-GURRD REO'D PROTECTED CURING TRANSPORTATION, SHALL BE PROVIDED AND INSTRLLED IN ACCORDANCE ® RANGE HOOD VENTED TO EXT PIER UNDER EACH END IN THE FOUNDATION IN RLL CLOSED VALLEYS PLUGGED,CAPPED,ETC WITH 248 CMR 508 ® FRN LIGHT VENTED TO EXT ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS 22 2003-1S IRC 6 MR- BRACED WALL ANALYSIS SHALL BE - FIRE SPRINKLER FIELD NOTES 27 (MR)R LISTED SINGLE HEAT DETECTOR SHALL BE SHALL SHOWLOCATION OF EXTRA SUPPORTS PERFORMED ON EACH MODEL PER SECTION R50210 INSTRLLED IN RNY INTEGRAL OR ATTACHED GARAGE. ,F, SMOKE DETECTOR O JUNCTION BOX 6 SHIP LOOSE APPLIANCES AND OR EQUIPMENT SHALL (2003-2015 LRC 6 MR) 1 FOR FIRE SPRINKLER DESIGNS PROVIDED BY MUNCY TO THE MAIN HOUSE �0®�gg� T(pp���N(�q ,g,[ BE INSTRLLED PER THE PRODUCT MANUFACTURERS 23 2012-15 IRC-DRIP EDGE SHALL OVERLAP 2", EXTEND R HOMES INC,THE WATER DEMAND(PSI /GPM) THE DETECTOR SHALL BE LISTED FOR AND REQUIRED --ELECT BRSEBD —HYORONIC BR5EBD l� � ®p0 °.� S IT(pYy{+�p94d INSTRUCTIONS B7 THE BUILDER OR RETAIL CUSTOMER MINIMUM OF 1/4"BELOW THE ROOF SHEATHING,EXTEND - STRTED ON THE MODEL SPECIFIC SPRINKLER CRLC'S TO BE INTERCONNECTED TO ALL SMOKE DETECTORS OF STRIP OUTLETS I �I�PH -I &I�AND 4'dt[ 7 HRNDRRILS SHALL BE SUPPLIED AND INSTALLED B7 UP THE ROOF SHEATHING 2", AND BE FASTENED WITH - 6 PLANS MUST BE MET OR THE SPRINKLER SYSTEM THE REQUIRED HOUSEHOLD FIRE ALARM SYSTEM, SUCH THE BUILDER BEFORE UNIT IS HABITABLE ROOFING NAILS AT 12"OC ROOFING UNDERLAYMENT - WILL NOT FUNCTION CORRECTLY THAT THE ACTIVATION OF THE HEAT DETECTOR WILL HRNDRRILS HALL EIELDRESPONSIBLE FOR COMPLYING UNDER THEINSTALLED SHALL DRIP EDGE AT THE RAKE(GABLE) SHINGLES ND OVER THE DRIP EDGE AT THE EAVE,AND 2 TTHHEEUSPRINKLERRE THE RSYSTEMHNEXTTTO THE TOG 15 THEVALVE REQUIRED HOUSEHOLD TO ACTIVATE ALL OF ALARMS AUDIBLE FIRE THE 8 THE BUILDERSMALLBETHROUGHOUT MRS TEP SERIES WITH SECTION R310 APPLICABLE TO MAY BE CUT FLUSH WITH THE DRIP EDGE UNLESS 3 MD-ALL ON-SITE SPRINKLER WORK MUST BE THE BUILDING BASEMENTS REQUIRING EMERGENCY AND RESCUE OTHERWISE SPECIFIED BY THE SHINGLE MANUFACTURER PERFORMED BY A MD LICENSED SPRINKLER CONTRACTOR 28 (MR)SWITCHES AND RECEPTACLES SHALL HAVE GASKETS RLL MODELS OPENINGS 29 (MR, RI) INSULATED STAPLES SHALL BE INSTRLLED 9 FOUNDATION PLANS ARE FOR DIMENSIONAL AND METHOD • 30 [RI) ONE SMOKE DETECTOR SHALL BE PROVIDED FOR OF CENTER GIRDER SUPPORT ONLY FINAL DRRWINGS EACH 1200 5F OF FLOOR AREA OR PORTION THEREOF PFS Corporation SCHEDULES & NOTES , FOR SITE WORK REQUIRED IN CONNECTION WITH ONE HEAT DETECTOR SHALL BE PROVIDED FOR ALL SET-UP/INSTRLLRTION OF THE UNIT SHALL BE DONE - INTEGRAL GRRRGES OR ATTACHED GARAGES IN DWELLING Northeast Region MUNCY HOMES, INC BY R PE OR RR BASED ON LOCAL 50IL CONDITIONS UNITS WIRING SHALL BE DONE IN THE FACTORY THE _ 10 ALL WORK DDNE ON SITE SHALL BE APPROVED BY FINAL LOCATION OF DETECTORS SHALL BE DETERMINED APPROVED THE AUTHORITY RSHAL 11 2012-15 IRC-U DERSIDE OFHAVING FIRST OFLOOR-FLOOR 31 SEETDRAWING Y THE FIRE 3a FOR ADDITIONAL ELECTRICRL NOTES H Raup-3 1567 PR ROUTE 442 ASSEMBLY SHALL BE PROTECTED WITH 1/2"GYP OR 5/8" - 32 2009-12 IRC (6 MR)-"HRBITRBLE ATTICS"•SHALL RECIEVE 3/26/15 MUNCY, PR 17756 WOOD STRUCTURAL PRNEL-SEE SECTION R5013 (2012) R MINIMUM OF(1)SMOKE DETECTOR R30213(2015)FOR EXCEPTIONS 33 2012 IRC-ELECTRIC COOKING APPLIANCES SHALL COMPLY DRN BY DRTE SCRLE REV SHT NO ` WITH UL 1026 OR ULS58 - 34 2012 IRC-COMMERCIRL COKKING RPPLIRNCES SHALL F DATABASE NAME MJL 1 3-22-91 1 NONE 1-3D-2015 3b NOT BE INSTALLED IN DWELLING UNITS I I 03\3b_std06 J FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOFROOF PANEL SPAN O/C SPACING AND MAXIMUM NOTE SHEATHING SCHEDULE: - WALL SHEATHING SCHEDULE FLOOR SHEATHING SCHEDULE x RATING REQUIRED ALLOWABLE LIVE LORD 1 EOUfi OR BETTER MFlTERIPL MAY BE SUBSTITUTED 2 MRNUFRCTURER HAS OPTION OF DECREASING THE 3/8"PLYWOOD SHEATHING 19/32"TdG PLYWD 5TURD-I-FLOOR OR EOURL SHERTHING SPAN 24" 192" 16' ELEMENT OC SPACING 3/8"PLYWOOD SHEATHING • 5/g" �. THICKNESS RATING. r 7/l6" ., 7/16' „ „ • 3 END JOINTED LUMBER MRY BE USED INTERCHRNGEPBLY UNIT 'JOIST UNIT JOIST " 23/32" WIDTH SPACING SIZE, SPECIES AND GRADE OF FLOOR JOIST MOTE ell WIDTH SPACING SIZE,SPECIES AND GARDE OF FLOOR JOIST-SEE N07E=1 d 2 15/32" 15/32" " " ,� SPECIES 40 PSF LIVE LORD 1/2" L2" - 3/4" 7/16' 24/16 40 PSF .1 PSF CO1PSF WITH SOLID SAWN MEMBERS OF THE SAME 60 PSF 1l 3/8"O8 SHEATHING 3/8"OH SHERTHING 19/32'TdG OE STURD-I-FLOOR OR EOURL 15/32" 32/16 2 PSF ll0 PSF 165 PSF AND GRADE IN WALL CONSTRUCTION, 24' 16" 2x8 SPF(SOUTH) =L OR EOURL 15 32" ^ 7/16' 11 - 5/8 19/32' 40/20 120 PSF 195 PSF 275 PSF SEE SIT 3e,GENERAL NOTES-. NOTE tt15,FOR FIRE 24' 12" 2x8 SPF e2/=1 OR aOURL 15/32" " 23/32' 23/32" 48/24 175 PSF 270 PSF n/a RESISTANT ASSEMBLY REOUIRMEMS (2012 IRC) 24' 16" 2x8 5PF e2/ttl OR EQUAL 24' 16' 2x8 SYP =1 OR EOURL L2, 1/2' 3/4" 4 ALL SUMMARY TABLES REFLECT THE 2001.2005 AND 24' 24" 2x10 5PF(SOUTH)OR EOURL 24' 16' 2x10 SPF (SOUTH) e2 OR EOURL 15/32"COMBINATION SHEATHING/SIDING 2012 NDS 24' 16" 2x12 SPF (50UTH) =2 OR EOURL 1/2"COMBINATION SHERTHING/SIDING SEE GENERAL NOTE a5 5 WHEN ATTIC FLOOR IS DESIGNED FOR STORAGE USE 26' 12" 2x8 SYP -1 OR EQUAL 19/32"COMBINATION SHERTHING/SIDING THE ROOF SHEATHING SCHEDULE(3/8"NOT APPLICABLE) 26' 12" 2.8 5PF a2/el OR EOURL 26 16' 2x10 SPF -2/=1 OR EOURL 5/8"COMBINATION SHEATHING/SIDING 6 INTERIOR NON-LOROBERRING WALLS MAY BE 26' IS' 2.8 SYP a21OR EOURL 25' 16' 2.12 SPF(SOUTH) p2 OR EQUAL CONSTRUCTED OF WOOD STUDS 25' 16" 2.10 SPF (SOUTH)-2 OR EOURL 28' 12" 2x10 SPF(SOUTH) =2 OR EOURL SEE GENERAL NOTE =7 WOOD STUDS SHALL BE A MIN.OF 2x3 SPF STUD GRADE 26 24" 2x10 SPF -2/-1 OR EOURL 28' 16' 2.10 SYP a2 OR EQUAL SPRCED NO MORE THAN 24"O.0 WITH A MAXIMUM 26' 24" 2.12 SPF (SOUTH) -2 OR EOURL 28' lEr122x12 SPF(SOUTH) tt2 OR EOURL CEILING HEIGHT OF LC'-Cr- 31' 16" 2x12 SYP e2 OR EOURL 26' 192" a 3x2x9 3/8"TRIGS JOIST OR EOURL 31' " 2x1D SYP a2 OR EQUAL R5 AN OPTION. PRE-ENGINEERED W0005 STUDS MAY - 28' 12' 2x8 SPF a2/el OR EOURL ALSO BE UTILIZED THESE ARE MANUFACTURED IN 28' 16 2x8 SPF(SOUTH) EOR EOURL ALL SHEATHING IS AGENCY RATED EITHER 2x4 OR 2x6 NOMINAL DIMENSIONS 28' 24" 2x10 SYP tt1 OR EOURL - 28' 24" Zx12 SPF(SOUTH) U OR EOURL JOIST 7 ROF 24"OR ATED SHEATHING PANELS WITH ROOF SP AN RATING 28' 192" + 3x2x9 3/8"TRUSS JOIST OR EOURL 1LJOR OIST5 USED ANY NOTES:EXTERIOR APPLICATION TO BE PPE55URE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS RND SPRCING (NOTE -8) EITHER 4"OC�r7 OR PERPENDICULAR TONSTUDSUST 16" OR 24"OC IEXCFPT 3-PLY PLYWOOD PANELS MUST SS STUDS 31' 16" 2x10 SPF e2/-1 OR EQUAL TREATED LUMBER 31' 24" 2x12 STP e2 OR EOURL Z WHEN STUDS ARE SPACED 24"OCJ SEE SECT tt4 OF APPROVED CALL MANUAL UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER BE APPLIED WITH LONG DIMENSION ACRO 31' 192" • 3x2x9 3/8"TRUSS JOIST OR EOURL WIDTH STORIES X/12 SNOW LORD WALL LORDS SUPPORT LORDS SUPPORT SPRCING (Pg) PSF SEE NOTES SEE NOTES SEE NOTES RATED SHEATHING PANELS WITH ROOF SPAN RATING v1,-2, a6 -1 AND=2 -1,-3, x7 LESS THAN 24" INSTALLED WITH LONG DIMENSION • SEE DETAIL-5 OF SHTT 8a EITHER PARA'1(EXCEPT OR PERPENDICULAR TO STUDS - 16'OC (EXCEPT PLYWOOD PANELS 3/8" THICK OR - 24' 1 RANCH, ELL,SPLIT, TEE LESS THAN 9 35-SD 798-939 1484-1724 T-W-6-6" LESS MUST BE APPLIED WITH LONG DIMENSION 30 PSF LIVE LORD 26' 1 RANCH, ELL SPLIT, TEE LESS THAN 9 35 -50 858 -1008 1601-1861 Y-7"- 8'-11" ACROSS STUDS) 24' 16" 2.8 SPF(SOUTH) a2 OR EQURL 28' 1 RANCH:ELL SPLIT, TEE LE55 THAN 9 35-50 902-1060 1689-1964 24' 24" 2.8 SPF-21-1 OR EOURL 24' 24" 2x10 SPF (SDUT'HD n2 OR EQUAL 31' 1 RANCH, ELL,SPLIT,TEE LESS THAN 9 35-50 886 - 039 1952-2272 724 T 24' 1 RAISED RANCH LE55 THAN 9 35-50 886-1039 1484 - 861 7'-P- S-11 26 16" 2x8 SPF =2/a1 OR EQUAL 26 1 RAISED RANCH LE55 THAN 9 35 - 50 945-1107 1601- 1861 9'-7"- 8'-8"", 26 24" 2x8 SYP ttl OR EOURL 26' 24" 2x10 SPF (SOUTH) a2 OR EQUAL _ 26 1 RAISED RANCH LESS THAN 9 35-50 11C -1158 1689- 2272 9-4 - - 31' 1 BRIBED RANCH LESS THAN 9 35- 50 ll05- 1297 1952-2272 28' I6" 2.8 SPF g2/-1 OR EOURL 24' 2 2 STORY LES5 THAN 9 35 - 50 1209 -1349 2284-2524 5'-8"-S-4" 28' 16" 2x10 SPF (SOUTH)tt2 OR EOURL 26 2 2 STORY - LESS THAN 9 35 - 50 1298 -1448 2461 - 2721 T-9"-T-S' 28' 24" 2.10 SPF x2/=1 OR EQUAL 28' ' 2 2 STORY LESS THAN 9 35 - SO 1365-1522 2594-2869 7'-7"- 7'-2" 31' 12" 2xB 5YP -2 OR EOURL 31' 2 2 STORY LESS THAN 9 35 - 50 1551- 1731 2992- 3312 710"-6-6' 31' 16" 2x10 SPF (SOUTH) e2 OR EQUAL 24' 1 RANCH W/RTTIC STORAGE 5-7 35 - 50 ID74 -1409 L296- 1602 7'-6'- 6-9" 31' 24" 2.10 SYP -1 OR EQUAL 26 1 RANCH W/ATTIC 5TORRGE 5-7 35- 50 1074- 1409 1120-1314 11'-6"-10-8" 31' 24" 2x12 SPF -21-1 OR EOURL 28' 1 RANCH W/ATTIC STORAGE 5 -7 35-50 1074-1409 1218=1442 11'-0"-10'-2" 31' 1 RANCH W/ATTIC STORAGE 5 -7 35-50 1143-1483 1345-1589 10'-6"- 9-6' EXTERIOR SIDE WALL STUD SUMMARY- APPLICABLE TO MARRIAGE WALL STUD SUMMARY- APPLICABLE TO 24' 1 RR W/ATTIC STORAGE 5-7 35 - SD U54-1499 1120 -1602 IV-a- 101- _ UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES 26 1 RR W/RTTIC STORAGE 5 -7 35-50 ll64-1499 1120 -1314 11'-6" - 10'-B° WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING NUMBER UNITNUMBER GROUND SIZE, SPECIES, GRADE STUD CEILING 28' 1 RR W/RTTIC STORAGE 5 -7 35-50 U64-1499 1218-1442 111-0" -10'-2" ZONES WIDTH OF SNOW SEE NOTES 7, 8, 9,11 OC HEIGHT MPRR. WIDTH OF SNOW SEE NOTES 7, 9, ll OC HEIGHT 31' 1 1 RR W/RTTIC STORAGE 5-7 35- 50 1228-1573 1345-1589 10-6"-91-8" MPH STORIES LOAD(P -SPACING NOTE 5 WALLS STORIES ORD(Pg) SPRCING NOTE 6 24' 2 2 STY W/RTTIC STORAGE 5-7 35 -50 1468-1803 2096- 2402 S-ll"-5'-6' 100 24'-31' 1 -2 50 2.6 SPF STUD 16" 96' 2 24'-31' 1 35 2x3 5PF a2/ttl 24" 96' 26' 2 2 STY W/RTTIC STORAGE 5-7 3S-50 1468- 1803 1980- 2174 8'-8" - B'-3" lb 100 24'-31' 1-2 50 2x6 SPF STUD 24" 96' 2 24' 1 50 2x3 SPF-2/-1 24" 96" 14fi8- 1603 2123- 2347 8'-4"- 7'-il" CONAL gay, NOTE 1 NOTE 5 2 24'- 31' 1 50 2x4 SPF STUD 24" 96" 2B' 2 2 STY W/ATTIC STORAGE 5 -7 35-50 C -2 24'-31' 1-2 50 2x4 SPF STUD 16" 96" 31' 2 2 STY W/RTTIC STORAGE 5-7 35 -SO 1576-1921 2355-2599 7'-11"- 7'-7" O� T�r A 26 2 CONTEMPORARY LESS THAN 9 35-SV 1386 - 1546 2638 - 2916 110 24' - 31' 1 - 2 50 2.6 SPF STUD 16" 96" 31' 2 CONTEMPORRPY LESS THAN 9 35-SO 1563 - 1743 2992-3312 7'-6"- T-O" # c 110 24'-31' 1 - 2 50 2x6 SPF STUD 24•' 96" MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UMTS WITH R 5/12 AND ' NOTE 1 NOTE 5 7/12 ROOF PITCH AND THE ATTIC I5 USED FOR STORAGE:APPLICABLE TO 24' 1 CAPE 9 35 -SO 977 - 1264 101()- L176 8'-2"- 7'-9" xS UNITS WITH R 9/12 OR 12/12 ROOF PITCH 26' 1 CAPE 9 35- 50 977- 1264 1158-1372 IV-4"-10'-S" i 120 24'-31' 1- 2 35 2x6 SPF STUD 16" 96' NUMBER UNIT NUMBER GROUND SIZE SPECIES, GRADE STUD CEILING 26 1 CAPE 9 35 - 50 977-1264 1210-1430 11'-1" - 1D'-Z" NOTE 1 MRRR WIDTH OF SNOW SEE NOTES 7, 9, 11 ,OC HEIGHT 31' 1 CAPE 9 35-50 1452-1954 1277-1489 10'-9" - 10'-0" •Q76 1 WALLS STORIES LORD(Pg SPRCING NOTE 6 24' 2 2 STORY CAPE 9 35-50 1371-1658 1810- 1976 6'-4" - 6-1" p18lSSA�'� EXTERIOR SIDE WALL STUD SUMMARY -APPLICABLE TO UNITS WITH R 2 24'-31' 1 50 Zx3 SPF Q/#1 24" 96" 26 2 2 STORY-CRPE 9 35 - 50 1371--1658 2018-2232 8'-T'- 8'-2" 5/12 ROOF PITCH AND THE ATTIC IS USED FOR STORAGE 2 24'-31' 1 - 2 SO 2x4 SPF STUD 16" 96" 28' 2 2 STORY CAPE 9 35 -SO 1371-1658 2015-2335 8'-4" 31' 2 2 STORY CAPE 9 95- SO 1890- 2392 2287 -2499 8'-1"- T-8" WIND UNIT NUMBER GROUND SIZE, SPECIES, GRRDE STUD CEILING -1032MARRIAGE WALL STUD SUMMARY - APPLICABLE TO 24' 1 GAPE 12 35- SO ORD -- 1346 1082-1284 T-7-11" - 7'-6" ZONES WIDTH (IFF RD 0' SPACING NOTE 6 SEE NOTES 7,8,9, it OC HEIGHT CAPES WITH R SHED DORMER- 411/12 SIDE MPH STORIES 26' 1 CAPE 12 35-5D 1032- 1346 1204-149-0 11'-1" - 10'-2 100 24' -31' 1-2 50 2x6 SPF STUD 16" 96" NUMBER UNIT NUMBER GROUND SIZE, SPECIES, GARDE STUD CEILING 28' 1 CAPE 12 35- 50 1032-1346 1252-1492 10'-Ull 100 24' -31' 1 - 2 50 2x6 SPF STUD 24" 96" MRRR WIDTH OF SNOW SEE NOTES 7.9,ll OC HEIGFIT 35 - 50 1259- Sfi65 1329 -1565 10'-7"- 9'-9" NOTE 1 NOTE 5 WRLLS STORIES LOAD(Pg [SPACING NOTE 6 31' 1 CAPE 12 24' 2 2 STORY CAPE 12 35 -50 1426 -1740 1882 -2084 6'-3" - S'-ll" SPACE RESERVED FOR THE NEW YORK STRFIP OF RPPROVgL 1 - 2 50 2x6 SPF STUD 1'.. 3 4' - 1' 96' 2 24'-31' 2 50 2x3 SPF a2/=1 24" gfi^ 26 2 2 STORY CAPE 12 35-SD 110 21426 -1740 2064--2300 110 24' -31' 1-2 50 2x6 SPF STUD 24" 96' 28' 2 2 STORY CAPE 12 35-SD 1426 -1740 2157 -2397 8'-6'- 7'-1V" NOTE 1 NOTE 5 _ 31' 2 2 STORY CAPE 12 35-50 1697-2103 2339-2575 T-11" - 7-7" 24' 2 CAPE WITH SHED DORMER 12 - 411 35-50 1187- 1430 1495 - 1753 6-6- 6-0" 120 24'-31' 1-2 50 2x6 STUD 16" 96' 26 2 CAPE WITH SHED DORMER 12- 411 35-50 1274-1536 1612-1890 NOTE 1 MARRIAGE WALL STUD SUMMRRY-RPPLICRBLE TO CAPES WITH R SHED DORMER - 12/32 SIDE 28' 2 CAPE WITH SHED DORMER 12 - 4.11 35 -SD 1324 -1586 1667 -1965 31' 2 CAPE WITH SHED DORMER 12-411 SEE DWG 3c1 SEE DWG 3c1 SEE OWG 3c_l SEE DWG 3c_l EXTERIOR SIDE WALL STUD SUMMARY -APPLICABLE TO UNITS WITH R NUMBER UNIT NUMBER GROUND SIZE,SPECIES, GRADE STUD CEILING 26' 2 SRLTBOX 12-5 SEE DWG 3c_1 SEE OWG 3c1 SEE DWG 3p_1 SEE DWG 3c1 7/12 ROOF PITCH AND THE ATTIC I5 USED FOR STORAGE:APPLICABLE MRRR WIDTH OF SNOW SEE NOTES 7, 9, 11 OC HEIGHT 28' 2 SRLTBOX 12- 5 SEE DWG 3c_1 SEE DWG 3c1 SEE DWG 3c1 SEE DWG 3c1 TO UNITS WITH R 9/12 OR 12/12 ROOF PITCH WRLLS STORIES ORD(Pg SPACING NOTE 6 WIND UNITNUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2 24'-31' DNR 50 2x4 SPF STUD 16' 96' , ZONES WIDTH OF SNOW SEE NOTES 7, 8, 9, ll OC HEIGHT 2 24'- 31' DNR 50 2x4 5PF STUD -24" 96' - MPH STORIES LORD(P9 SPACING NOTE 6 NOTES 100 24'-31' 1 -2 50 2x6 5PF STUD 16" 96' 1 LEFT NUMBER IS FOR 35 PSF GROUND SNOW ZONE(Pg) 100 24'-31' 1 -2 50 2x6 SPF STUD 24" 96" RIGHT NUMBER I5 FOR SD P5F GROUND SNOW ZONE 0'9) NOTE 1 NOTE 5 1 WIND ZONES MPH NUMBER IS 3 SECOND GUST. Z LORDS ARE GIVEN IN LB/LINERL FOOT 110 24' - 31' 1 -2 50 2x6 SPF STUD 16" g6' 2. 90 AND 100 MPH-SSG WIND ZONES APPLIES TO ALL AREAS EXCEPT THOSE 3 CENTER GIRDER SUPPORT SPRCING IS BASED UPON THE INSTALLATION OF R 3' RISC STD STEEL PIPE 110 24' - 31' 1 - 2 50 2x6 SPF STUD 24" 96' LISTED IN NOTES NUMBERED 3 RND 4. COLUMN WITH Fy =36 KSI AND UNBRRCEO COLUMN LENGTH= 80 FEET,ALLOWABLE CONCENTRIC NOTE L NOTE 5 3 110 MPH-3SG WIND ZONE APPLIES TO THE FOLLOWING AREAS: LORD = 34,000 LBS AND R 1/2'x 9"x 12"STEEL PLATE FASTENED TO THE CENTER GIRDERS CONNECTICUT-SEE APPENDIX R,2005 AMENDMENTS TO THE ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE STATE BUILDING CODE DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION MARYLAND- COUNTIES OF SOMERSET,WICOMICO, CAROLINE,DORCHESTER, ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL GICNEWSrh(^oC- f'r1�12o(r5 5`LS)iTyL 6F M010EL5 TALBOT,AND SAINT MRRY'S 4 ACTUAL FOUNDATION PLANS FOR DIMENSIONRL AND CENTER GIRDER SUPPORT SPRCING AVAILABLE UPON REQUEST M(3$1•^oZ,-o7p MASSACHUSETTS- WINO ZONE NUMBER S. 5 FOR TYPICAL FOUNDATION DETAILS, SEE DRRWING(S) 4 _ NEW HRMPSHI2E- MUNICIPALITIES OF DERRY,MANCHESTER AND RRYMONa 6 BASEMENT WALL LORDS DO NOT REFLECT OPTIONS, SUCH AS DECKS, PORCHES, RAISED ROOF OPTIONS.ETC, OEPARTMEtJt OF STnTE 000E50rvti510N 120 24' - 31' 1 -2 - 50 2x6 STUD 16" 96' NEW JERSEY-SEE OCR BULLETIN 03-4 FOR WIND SPEED MRP FOR UNITS WITH THESE OPTIONS, LORDS ARE AVAILABLE UPON REQUEST WORST CASE 28-WIDE LORDING ALBANY NY 12231-0001 NOTE 1 NEW YORK-SEE DRAWING 7a_1,NOTE 4 SHOWN FOR 24 THRU 26-WIDE STORAGE TRUSSES RHODE I5LRND-WIND ZONE NUMBER 2. 7 SPANS SHOWN REFLECT R (4)MEMBER 2.8 SPF-2 GIRDER FOR 24-WIDE HOUSES, AND A(El MEMBER 2.10 SPF-2 (f°"P APPS Ystam,Made.or L_15 errt EXTERIOR SIDE WAIL STUD SUMMARY VIRGINIR-CITY OF VIRGINIR BEACH. COUNTIES OF RCCOMRCK AND NORTHAMPTON. GIRDER FOR 26 THRU 31-WIDE HOUSES FOR OTHER MEMBERS/SPRN OPTIONS SEE APPROVED CRLC MANUAL M1357 2Afpl to fMl dApp'f Mpnulwunfa No Applxaem No pale a(Approvai R P�ICRBLE TO CAPES WITH R SHED DORMER 4 120 MPH--SSG WIND ZONE APPLIES TO THE FOLLOWING AREAS' 8 SEE SECT a5 OF APPROVED CALC MANUAL xotz�maapae+aixapd�NeeNymmxemnponenaau,e navy m,mrtamnm P many wi a rc«amaaw aa.m att ne amv re w m.a scan rN. CONNECTICUT-SEE APPEND)(R, 2005 AMENDMENTS TO THE apxwaldm nm rerevn mama.saou<awn,aom,smuN rvaewems.emsu WIND UNIT NUMBER GROUND SIZE, SPECIES, GRADE STUD CEILING STATE BUILDING CODE _ mmmevm uc aowwmaoem,em.. ZONES WIDTH OF SNOW SEE NOTES 7,8, 9,U OC HEIGHT MARYLAND -COUNTY OF WORCESTER- MPH ORCESTERMPH STORIES LORD(Pq SPACING NOTE 6 _ NEW JERSEY-SEE OCR BULLETIN 03-4 FOR WIND SPEED MPP - - - 100 24' -31' 2 50 2x6 SPF STUD 16" 96' NEW YORK- SEE DRAWING 7e_1,NOTE 5. 100 24' -31' 2 50 2.6 SPF STUD 24" 96' RHODE ISLAND-WIND ZONE NUMBER 3 - xmdaE pxsln Y ramamvtwmre NOTE 1 NOTE 5 96' S STUDS ARE HEIGHTS S TO THE SECOND FLOOR OFA 2 STORY UNIT MEN rte, � A0p51f,1 6. CEILING HEIGHTS SHOWN ARE CALCULATED HEIGHTS MAY BE GREATER IFR FHNF@�� Ird(t� i��d717D C4 7,II 110 24' - 31' 2 50 2x6 SPF STUD 16" 96" 2x LATERAL BRACE IS PROVIDED AND le DOES•N0T EXCEED THE CALCULATED 110 24' - 31' 2 50 2x6 SPF STUD 24" 96' LENGTH OF THE STUD NOTE L NOTE 5 7. MANUFACTURER HAS OPTION OF DECREASING THE STUD OC SPRCING. - 8 STUD CALCULATIONS ARE BASED ON EXPOSURE G 120 24'-31' 2 SO 2x6 STUD 16" 96. 3 EOURL OR BETTER MATERIAL MAY BE SUBSTITUTED MRSTER SERIES NOTE 1 10 NOTE OMMITTEO. 1L SEE SECT e6 OF APPROVED CALL MANUAL _ ALL MODELS STRUCTURAL SCHEDULES & NOTES MUNCY HOMES, INC 1567 PR ROUTE 442 -MUNCY, PR 17756 DRN BY DRTE SCALE I REV SHT NO DRTRBRSE NAME DJG 3-1-93 05\3c-std I NONE 10-01-2014 1 3c v , SEE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE e2 FIELD N0TES NOTES L ALL HANDRAIL - BUILDER, 1 N RESPBUL1ER EXCEEDS MAX COLUMN SPACINGBLE S ILL 3c, 1„ FEIGFiT 31V MN MIN MAX 1•MIN ________________________________________________ NO RESPONSIBILITY FOR RESULTING PROBLEMS NDI :." SEE NOTE a14 fl I £ 2 SEE"GENERAL ENERGY N _ I ___———_____ 2 BY THE MPllLFRCTURER. EXTERIOBE ASSUMED DIMENSIONS SHOWN ON FLOOR PLAN REFLECT 8 NOTE a10,SHT S. -I r————————-———— —— ———_— I 1 WOOD TO WOOD MEASUREMENT ALLOWING SHEATHING TO o ¢ I I VER THE ILL SEP NOTE aB I I WHEN FORM INSULATION ISS ADDED,TSIZE OF FOUNDATION 9°MIN 9'MIM w I I FOR LORDING FROM UNIT ON BASEMENT WALL AND I I MUST BE ENLARGED Y'IN WIDTH AND LENGTH. 8 1/4° z 8 1/4" I CENTER GIRDER SUPPORT,SEE SHY sac I I 3 PILASTERS MAY BE REQUIRED.BUR-DER MUST CHECK SOIL MAX L = i I- I v CONDITIOH�RNID APPLICABLE CODES A COLUMN IS REQUIRED BENEATH EACH 1 I 4 UNIT TD Il TOE-NAILED WITH 16d NAILS 16"OC I END OF R CLERR SPAN CEILING COLUMN SPACING MY HAVE I I w AROUND PERIMETER BERM.SEE FLOOR PLAN. TO BE ADJUSTED TO MISS I 1 0 S. CRAWL SPACE FOUNDATION REOL1If.£5 18`R24'ACCESS STAIRS SEE ACTUAL FLOOR I z REQUIRED VENTILATION 1 5F FOR EACH 150 5F SPACE PREPVIDED BY CROSS 2x12 i PLAN FOR STAIR LOCATION i 1 y OFCRAWL AINbECT d RODENT PROFROWITH SCREENING VENTS OF LOUVERS POST PO I I WINDOWS SEE CENTER GIRDER SPACING TABLE.SHT "3c 1 6 THIS DEPTH WILL VARY CHECK LOCAL REQUIREMENTS 3'0"MIR I OR VENTS SEE NOTE .1 I o 7• SUUPPORT AND SPACING NOT UN13RTION EXCEPT FOR FOR STATE OF RPPPRROVRL ED FIELD WORK MIN I r-j— r—_, r——, __ I 8. FINAL DESIGN FOR SITE WORK REQUIRED FOR I 1 SIZE OF I I oc SET-UP INSTALLATION OF THE UNIT SHALL BE CONE :.. I 1 rail-�C S I e I CCNC FTG I c I I c I I I o BY AN ARCHITECT OR PROFESSIONAL ENGAIFJ=R IN THE PIPESTATE ACTUAL 0 CONDITIONS PND PLATFORM I CCNTINGENIi L e 1 ¢ APPLICABLEPND'BRSEDCODE fSJ n SIL LTI NS :,-••'+'. r '=.-•r••K ••;;.-•r•': r•'" - •'•- .• •,• -.- •... __e SEENOTE:X11 __.+ r__e —— I S. STRIRS RRE THE RESPONSIBILITY OF Tl-E BUILDER. I I I I I SUGGESTED STRIRS, STRAIGHT SUGGESTED STRIRS, STRAIGHT I i 6 16 m 4"I 4• AND7-3/4'S MAX RISE 6 IP MIN TREAD REQUIRED FOR M0. SCALE: 1/2"=1'-0" SEE NOTE ag SCALE: 1/2"=1'-0" SEE NOTE =9 o AND SOME AREAS OF N{ 8' I I 10 SEE SHR 3b FOR ADDITIONAL NOTES. FIELD WORK , IL HMW 3 Irl'MINCOLUMN REQUIRED REOUIRE5 DOLBL.E SILL PLATE OR USE OF ma my 1 I I I � FOUNDATION ANCHOR STRAPS I I FOUNDATION PLANS AND DETAILS - I I v 13 02D REQUIRES f2I 12'k37 REMOTE OPERFELE WBVDOWS 1 ARE SUGGESTED MEANS OF SUPPORT I 1 ¢ IN ALL FOUNDATIONS. I FINAL DRAWINGS FOR SITE WORK I w 14 (RD REQUIRES TWO HANDRAILS PER RUN OF STAIRS BASEMENT 6 v4° 2"MIN I I REQUIRED IN CONNECTION WITH SMOKE �MLOTpRSp STALLED ON SITE BY I IF OPEN ON BOTH SIDES. MAX. I 15ETUP/INSTRLLRTION OF THE OTHERS TO WIRE DROP INTERCONNECTED i 1 15.MRSOFOUNDRY'CONSTRUCTION.OTHER PLANS AND DETAILS SHOWN ARE FOR 1°MA o I I UNIT 5HRLL BE DONE BY R PE WITH REMS IUNG DWELLING SMOKE 1 I USED CONITINGEN7T UPON DESIGNING Tr�0 ALTt E REQUIRED " zx12 1 OR R.R BASED ON SOIL CONDITIONSBY 8 0 8 1/4" I I I RPPLICRBLE BUILDING CODES AND APPROVED BY THE UOAD�AND RrCOPDRNCE WITH THE :. • 3'-0"MIN 3"MIN o 1"MIN " MAX I SEE NOTE tt15 —————————————————— I LOCAL BUILDING OFFICIAL CTID IN UMN,R57M - •' z I _______ RSO.F36Dksi(rtuN. LWEIGHT 10�WRBLEECONCENTRIC LORD= x .y £ MIN _____________________________________ ______ 340100�s®B'-0•HEIGHT. CAPACITY OF OTHER z COLUMN HEIGHTS SHALL BE IN RCCORORNCE WITH RISC,MANUAL OF STEEL CONSTRUCTION S POST POST V. n N TYP FOUNDRTION PLRN SCALE, 2x12 _ 2212 POST P05T POST SUGGESTED STAIRS, U-SHRPE SUGGESTED STRIPS, L-SHAPE SUGGESTED STAIRS, WIN SCALE_: 1/2"=1'-O" SEE NOTE a9 SCRLE: L2"=1'-O" SEE NOTE -9 SCALE: 1/2"=1'-0" SEE NOTE -9 NOTE t ALL MATERIALS 6 LABOR REQUIRED BELOW THREROED ROD/NUT5/WA5HERS OR BOLTS BOTTOM OF FLOOR JOIST IS THE SUPPLIED BY MANUFACTURER ALL NOTE: RESPONSIBILITY OF THE BUILDER I/Tk7 LIL 2°l4 GIRDERS) THE RESpONSIBSTY OF THE BUILDER BELOWS&LABOR REQUIRED OETRI SBOTTOM SHOWN ARE SUGGESTED DETAILS SHOWN ARE SUGGESTED ONLY 6 1/2W 1/2"(5 GIRDERS) ACTUAL CONSTRUCTION SHALL COMPLY INSTALLED BY BUILDER ON ON_Y 6 ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES WITH ALL APPLICABLE CODES. SITE 48'OC. SEE NOTE s4 TERMITE SHIELD JOIST HANGER AS REQUIRED v •I •. 2.6 SILL PLATE(SEE NOTE -12) - m j t FM d GRO L - SILL SEALER SEE NOTE 11 6 16 GIRDER W PLATE FASTENED TO ALTER WITH l41 IBS NAILS IL e ALTERNATE METHODS IN SUPPORT I; 4'SOLID CAP OR GROUT0L VOIDS ARE BE USED,PROVIDING THEY - - OF TOP 2 COURSES SOLID ARE CAPABLE OF TRANSFERRING ,,i lrlxl6'ANCHOR BOLT 12"MRX THE DESIGN LORDS FROM THE FLOOR }i IN FROM EACH CORNER AND GIRDERS TO THE FOUNDATION FIELD WORK 6'-0'O.C.MRX AND WHICH ARE ALTERNATE METHODS SHALL BE APPROVED SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL EMBEDDED AT LEAST T'IN CONCRETE BY THE LOCAL BUILDING OFFICIAL OR 15'IN MASONRY UNITS (NY)FOR UNITS LOCATED IN SEISMIC DESIGN CATEGORY 00,ANCHOR BOLTS SHALL ALSO BE LOCATED AT INTERIOR BRACED WALL LINES WHEN REQUIRED TO oLFARTMWofsrarLcoolssmsion BE SUPPORTED ON A CONTINUOUS FOUNDATION X� ALUW.Ivlast-0aot m SIZES,SPACING.ETC.SHALL BE SAME AS smmoartppmnitsrasyem taoadurl (` ON SILL PLATE SUPPORTING EXTERIOR W3' ,'w'" ...�omem w PLATE WASHERS A MINIMUM OF D229Y3gc3` TME NBE PROVIDED BETWEEN THE PLATE AND FM GRDm SEP NO THE MAXIMUM ANCHOR BOLT SPACING SHALL ,'i i., 3 BE 4 FEET OC.MRX FOR TWO STORY STRUCTURES '�+, - THE INSULATION IS NOT �m erm o VAPOR BARRIER SEISMIC DESIGN FIELD NOTES,SHR 3b, o vi CLARITYOSEERAWING N m a B'MIN BLOCK OR POURED WALL a FOR INSULATION REQUIREMENTS z SIZE CONTINGENT UPON SOIL BEARING CAPACITY _ • O O -ti S x fi+',4'SrY 5�:Y Cf .rc{—�µ ' Si T .'?-- �t NOTE:8`BLOCK WALLS WITH E OF BACKFIlL Z :7:\Y _ ,.,i _ _ TABLE ARE04- NOT ALLOWED PER RCNYS, m � TABLE R40411(D REGARDSS OF SAIL TYPE w UNLE55 A SPECIFIC DESIGN IS PROVIDED PER i m ¢ FOOTNOTE V OF THE TABLE •^F 4• 035E is FIELD WORK '` ' ` o *sft V NOTE' T11E INSULATION 15 NOT SHOWN FOR DRAWING CLARITY SEE SHR 3a _ FOR IN5LLRTION REQUIREMENTS. - - 4"0 ADAPTED CRPIJ CRAWL SPACE DETAILS DONC WATERPROOF EXPANSION JOINT eeVy55L �066''ddVV COVE SCRLE; 1"-1'-0" MASTER SERIES - CONCRETE SLAB ¢ Abawty RRNCH, CRPE, TWO STORY d CONTEMP. / -• rY`, y"'ys=r' u. ac• FOUNDATION PLAN DETAILS 8 NOTES :x+"x�«i.�r't,-.e `s •�'S`5i.1" %S,_;o.,,:etc: - e MUNCY HOMES, INC 4°GRAVEL BASE ' 1567 PR ROUTE 442 VAPOR BARRIER 4"DIR PERFORATED DRAIN MUNCY, PR 17756 IG°��7�rw DRN BY DATE SCRLE REV. HT. NO. DATABASE NAME MJL 3-22-91 SHOWN 0 15-2010 4a 04\4e y -r CKTal CKTa16 SEE ELECT NOTE a2. SEE ELECTRICAL NOTES, CKTn4 _ N 0 T E S SHT 3e ax r 3o-1 SHT 3a FOR PFCI CRITERIA •______ ______ SEE NOTE a7 - _ _ 2 - 1 � 1 ii i, �i 21 7 7 ii ,� L ELECTRIRL LAYOUT I5 REPRESENTATIVE ONLY HEAT LAYOUT AND UNIT SIZES ARE REPRESENTATIVE ii CKT-11-O CKT-1 ..� CKTa2 1 ii , i' '' n' ,, - ONLY r— I 11 6KTs4 I19 I , ,i 3. SEE SHT 3a FOR ELECTRIC CIRCUIT SCHEDULE 'i ,i L—— �i ii AND GENERAL NOTES,INSULATION SCHEDULES AND 19 CKTa19 �3 I „ „ i i 1$ I 'i i i I r ;i i i DOR AND WINDOW U VALUES CKTa9 - I A BOX ii �r J ii 19 - it L——, �s ii 21a ii 4 SEE SHT 3b FIELD NOTES,ELECTRICAL SYMBOLSECTRICAL ,RELECTRICRL ___ _---__ L __ :� ', „ 7 7 7 �� ii HERT/MECHRNIRL NOTES. 19 19 "' 2 I ___ _ .,;`J i i I CATa� 21 I I CKTa7 "C," BQx i I i i 5. HERT LOSSCALCULRTIONS PRE AVAILABLE I T LEON REQUEST r 4 ❑ 2 3y- L�----� S. SEE"ELECTRICAL FIELD NOTES',NOTE a16,SHR 3b" mCKTn3 (`r, 3 L "21 CKTaB 5 �' 7 SEE"ELECTRICAL FIELD NOTES",NOTE a3,5HR 3b 2 I ; I SEE NOTE a6 —J ii CKTn21 i' & SEE"ELECTRICRL FIELD NOTES',NOTE a2,SHT 3b i ,� .., ___.i 9. SEE"ELECTRICAL FIELD NOTES",NOTE-16,SHT 3b ___, ti S L—J 5 5 I 2 a L------ 8 5 10 STWO IDE STORY DUWITH TENANT AS TWO W TRY CKTaS L _J CKT 11 CKTa12 i „ 5 " , i 1 r I 1 i '. `Y L— BETWEEN THEM SEE SHT 2k FOR FLOOR PLAN _ i i n . I CKTaS --------R'-I Zl i i 'i NOTE-13 5 i, iL DEVICES ON OPPOSITE SIDES OF TENANT ' 5 2 i' „ •------ LES-N9,TE a8 5 8 8 i i SPPCERTION WALL CRN NOT BE IN SAME STUD —— +n 12 4 ,, „ 3 18 „ ELECTRICAL SCHEMATIC IS FOR ONE LIVING UNIT 5 NOTE a8 I '; CR IMAGE '� I— I — —J 13 LO RTION OF WATER HERTTEERECOND LI ING UNIT IS R IF CRAWL SPACE ii CKTa22 1 8 5 " OPTION IS SPECIFIED ELEC ONLY) _ i'20 I CKTa20 L6 CKTa10 I I CKTa6 CKTa20 '; :i I (� 18 ———, CKTa18 i 2009-2015 IRC-al MIN 24"WIDE x 30'DEEP ACCESS SEE NOTE a6 '' ' I 222 is SEE NOTE a6 18 " MUST BE PROVIDED TO WATER F�RTERS INSTALLED I IB I IN CLOSETS R ALCOVES,b)30"x 30"CLEAR 20 5 6 i' i' I I 5 CKTn22 ,i FLOOR SPACE TO BE PROVIDED AT WATER HERTER SEE I IN A ROOM. - 'B" BOx I 21) i ;; I I 22 i 14 220012-2015 IRC SNTROL WHEN EE ISHTS IN3e,RF FOR ENERGY NOTE a21 i' NOTE n9 "D" BOX I i I I IB 16 I �' J , m 20 2O —J_---------L----- ,' i, 22 22 L---- ,' -- ------ ------ --- r� - ------ ------ - - 6 - 6 6 20 ,i 11 E a 18 L-06 „Pwp TYPICAL ELECTRICAL LAYOUT SEE ELECT.NOTE a2,SHT 3a .__----r______. 500 WATTS - ii x500 WAN: i,r 1500 WATTS 500 r 1500 WATTS 500 WATTS,' ” I' ii I ii I ii iiI I ;i I' H-1 R, BOX 500 ii ' " �—— 500 „ .0„ BOX 1500 WATTS ___ :1% WRTTS I NT J ii I.. �}7 WATTS i 1000 WRTT5 Q�J, H_8 '---� i, J —————J ii ii H� T ``•� SEE NOTE a6 —— WI — ii -__--_____. ,. „ H-8 J r” SEE NOTE 6 H-4 ii H-2 SEE NOTE a6 ii ii T T ; iiI I 1000 WATTS I "B" BOX ;I I "D" BOX 1500 WATTS I I I -_ 1500 WATTS 1250 WATTS i '`L� 'J---- ' L , 1000 WRTT5 1000 WATTS ___-______. -- ------------ SEE NOTE a14 DROPS TOBOILER IN BASEMENT A TYPICAL ELECTRIC HERT LAYOUT DROPS TO BOILER W -2--��--- �—J T y IN BASEMENT ----- PFS Corporation r 1710 BTUHZ� y i 4560 BTUH 1140 BTUH 4560 BTUH i 1140 BTUH i Northeast ortheasy Re g- ion 3/4-"0 1140 BTUH 1710 BTUH APPROVED yT " 1 - " 3 BTUFA" BOX 3/¢( 5130 BTUH "C" Box H 3/26/15 Ell , 2280 BTLH 2850 BTUH PERIMETER LOOP 3/4"0 �i I I Iii ii PERIMETER LOOP ii 3/4",0 -y Wig ii i ,- I I� 3/ 0 I ii I 3/4"O 3420 511H MASTER SERIES 4. "B" BOX 2 STORY & 2 STORY 2-FRMILY MODELS ii y 2260 BTUH "D" BOX ELECTRICRL & HERT LRYOUT MUNCY HOMES, INC 1567 PR ROUTE 442 4560 BTUH 7< T y y;. ; 4560 BTUs �`_--• ____-:--_= 9120 BTUH F,J E--FJ;� �.__ , -MUNCY, PR 17756 ------ - `----:_-____�______: 3420 BTUH 34zD BTUH DRN BY DRTE I SCALE I REV ISHT. NO. TYPICRLHYDRONIC HERT LAYOUT RTABASE NAME MJL s-zz-sl v4°=r-o° I so-zols s9 osis V NOTES r L KITCHENS MAY BE ROTATED 90 OR 180 DEGREES -- 2. KITCHENS MAY BE REVERSED IN EITHER DIRECTION,IN PART OR IN ITS ENTIRETY 3 CRBINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN APPLIANCES 4 APPLIANCES MAY BE BY MRNUFRCTURER OR BUILCER. ct1•t mn ckt-I mn <H•I M-I ckK aW kt•I ckt•I Nt•I � � � S RANGE HOODS SHALL BE VENTED TO THE EXTERIOR i i i n OPT_P�yTpro� - ----- - -"-- - WHEN R SOURCE OF NATURAL VENTILATION IS NOT + i ckta4 PROVIDED ,tkt Ea i O� i i i EJ� 2 0Nx r I i �� 6. WINDOW OVER BINK MAY BE OMITTED PROVIDED,LIGHT W L_t= iii"' AND VENTILATION REOUIRMENTS PRE MET RANGEBAR HOODOD CJ �'4�' ' n 7 RLLBOR KITClgNEXTENDED �ECLEARANCES COUNTERS HALL BE PRMAY BE AOV�IDED PER trot B TO TYPICAL C Ei i �_ RANGE PICAL i i I J HOOD �pP C L RANGE HOOD v L 6. CRPPLICIAB ABINETS LE MABUIL BUILDING CO E. UNDER BAR OR EXTENDED D RANGE HOOD i I_N i i RANGE HOOD TYPICAL COUNTER,OR SUPPORT MAY BE PROVIDED BY WOOD OR R OPT.ISLAND TYPICAL i i F TYPICAL do ctt•x _ H i i �. METAL LEGS. cH z K O __-- cktu4 9. CABINETS AVAILABLE UNDER OR ABOVE BARS OR EXTENDED 0jdh ckt°4 COUNTERS MAY OPEN EITHER ONE SIDE OR BOTH SIDES ckw ctt•x ctt+x cA2 10 CRBIIJETS AND/OR BATH FIXTURES MAY BE RODEO OR �_��___, pH•z ala cttrz t fO i ut•z cf[ PB1, 0YI (;t1 Jnr z � cn•u OMITTED PROVIDED APPLICABLE CODES AND CLEARANCES L (WT STEP DOWN OR LP BFR Gn cNtl i IF11. PARTIAL COMPLIEDPRE ENTIRE KITCHENS RND/OR BRTHS MAY BE PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLANS OMITTED TO BLOW FOR INSTALLATION ON SITE BY BUILDER PER APPLICABLE CODES. �t 12 BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRETY �j 13 BATHS MAY BE ROTATED 90 OR 180 DEGREES 14 BATH,GARDEN AND WHIRLPOOL TUBS MAY BE INTERCHANGED15F _ sAF� ��rav ck-416ALL BATHS SHALL HAVEVANITIES MAY BE S ORBLE BFANS OWL OR FFW/LIGHT L f° ° i COMBINATION THAT FIRE VENTED TO EXTERIOR 17. ALL BATHS aar�al ���a I���-da ' Ir�i t•r 18. SEE SHTS 5 FOR CINE CABINET. 19 ELECTRIICRL LAYOUTS Lu — — — 1-711 — �t ' 19 BRTHS RRE AVAILABLE WITH HEAT LAMP OPTION _ 20. WHIRLPOOL TUBS ARE AVAILABLE IN SOME BIRTH LAY`� ® NECOUTS AND AND MRNUFRCTURERS RECO MENDRTL BE WIRED IN ODNNS.RDRNCE WITH 9 ckt-4 2 SEE NOTES NOTES 5 OF NOTE i-13,SHT 3b =a .---------, 23 2009-2015 IRC(G24475)-GAS HOUSEHOLD COOKING _ G APPLIANCES SHALL HAVE R MIN.SW CLERRNRNCE TO R B C D E F i COMBUSTIBLE MATERIALS ABOVE ai• a o .u. .. .. .. n e H I '� K L ® 9119 IEJ ® El ITT] I I I AIR GAP ® ® ® TYP RIR GRP DETAIL FOR AN OVER THE RIM TYPIC81 FLECTRICRILPRINIFIL aCEEDULF- TYPICRL FRCTORY GROUNDING METHODS FOR METRL BOXES TUB SPOUT MT TUBS. NOTES: N GROUNDWHIRPOOLS 6 GARDEN TUBS). FOR EXTERIOR RECEPTACLES, FIXTURE WIRE FIXTURE LURE SEE ELECTRICAL NOTE-2, SHT 3.FOR RFCI CRITERIA, VANITY GROUPS PRE ILLUSTRATIVE ONLY,ACTUAL MEDICINE CABINET DESIGN MAY VARY SEE ELECTRICRL NOTES, SHT 3. 200 RMP MAIN NOTE TYP. OPT. FIREPLRCE r-3•MIN PER FLOOR SYSTEM OF FIREPLACE 2-6• IC 2009-2015 IRG 0F¢ UOCTgOpI�L ,gam •� FOU BE DESIGNED SO ITHATS NO SCALE: 1/4"-1'-D" W � 2., +�ry �7 F MAY BE SUPPORT IS REQUIRED. g• 1`3" 3' I1�1I( �2 METAL BOX CHECK WITH MANUFACTURER FOR MIy MI.I NtIN.MIN. MIN MIDI SMALL APPLIANCE SMALL APPLIANCE FOUNDATION SUPPORT REQUIREMENTS. WFtiL GENERAL ILLUMINATION 3 BATHS) GENERAL ILLUMINATION 5 ° WHIRL.POOL TL8(OPTJ � NUT 'i - VF81 O VAN. 27�WIRE '-6" �;EXTERIOR WALL LAV Lu GENERAL ILLUMINATION 7 6 GENERAL ILU1INATIIIN �do y�� T7P �'�� 4p' ti MRX'i IOPT PRE-MANUFRCTURED N ACCORDANCE WITHIN MANUFACTURERSEPACINSTALLED ° RANGE 9 8 GENERAL ILLUMINATION GROUND 0� OG S GROUND S SCREW 'G� SCREW INSTALLATION INSTRUCTIONS SEE FIELD V-T MIN.. rte,�'CLEARANCE IN FRONT 10 WATER HERTER NOTE o7 OF DWGS 2.SEE GENERRL NOTES-2, �y WASHER(OPT) 11 a2,a3 AND GENERAL FIELD NOTE°6 OF DWG 3b OF SHOWER OPENING. f.w. (NY)SEE ENERGY NOTE-12 AND 19 OF DWG 3a MIN. o O MANUFACTURER HAS OPTION OF PROVIDING CHASE MM COOKTOP 13 12 DRYER(OPTJ 3-NIKE FEED 2-WIRE FEED > AND R0.FOR ON SITE INSTALLATION OF FIREPLACE O SHOWER 1024 S.L MIN. BY BUILDER.EQUIPMENT SMALL BE INSTALLED IN .6 GROUND TYPI A 3-WIR GRD NDN n N TION TYPICAL 2-WIR GROUNDING I N TION �i RCCORDRNCE WITH MANLFRC7URFRS INSTALLATION DISHWASHER(ONTO 15 14WALL OVEN( SUPPLIED i INSTRUCTIONS AND GOVERNING CODES MICROWAVE(OPTJ 17 BY AND INSTALLED i i MANUFACTURER O UFACTURERTHAS MOROPTION IOTHRN ONEPROVIDING CHASE WAl SPARE 16 GARBAGE DISPOSAL PFS Corporation SPARE FIELD 10-2 FIXTURE WIRE ;; TYP. FIXT sREF.N ERRRNCES SPARE SPRIZE SPARE WORK BARE GROUND RED Northeast Region SPARE SPARE - WIRE BLACK SPARE SPARE NUT NOTE: r.I. APPROVED ELECTRIC HEAT H-1 2 ELECTRIC HEAT GROUNDED TO SWITCH IS MIN ! BOX USING ��, H Raup — 3 ELECTRIC HEAT H-3 ELECTRIC FEAT BARE MOUNTING GROUND SCREWS 3/26/15 Lf I 4-2RWG TNM!OR TWMJ TO BOX BLACK ' GROUND SCREW RED i 200 AMP BARE 10-2 WIRE FEED FIELD NOTES FIELD NOTES MAIN PPNEI. 100 AMP -15 GROUND ; MAIN ¢I640 SERVICE ENTRANCE CABLE 6REfiZER D67FLLRTION POLE SPACES 20 SINGLE T °18 METAL BOX TO BE USEDFOR WATER HERTER �ttt r A 2/0 COPPER ALLUERERKM 15 MINUM O BE 6=OR�COMMB�15 PUT(RIDER '19 DISCONNECT SWITCH SUPPLIED 6 INSTFLL.ED BY OTHERS SC'FEW TAB ON BREAK=R. AMP W�Sa`sv 8®�1'8 e `' t7sc' 5RV1NS'`N3" WHITE OR NE JTRRL WIRE IS PUT LN.'ER Br P RLL WIRES ARE TIGHTENED UNDER SCREW IN NEUTRRL BAR. L TORQUES AS SPECIFIED IN MANUFACTURERS �COPPER GROUND IS PUr( MASTED' SERIES INSTRUCTIONS DEPENDING ON GAUGE SCREW IN GROUND BAR. THIS PANEL IS UTILIZED FOR OF WIItE EXCESS CIRCUITS AND INSTALLED OOI.�E PCLE BREAKER- •6 CNiOUD THE PANS BOX 1S SODDED USING R SAME AS SINGLE POLE WITH THE SUPPLIED ONLY WHEN MAIN IS FULL 'i ,ttt Arr t�,,i t `t r r RLL MODELS BONDING SCREW THROUGH THE ADDITION OF A SECOND'HOT'WIRE wD MISCELLANEOUS DETAILS m:UIRAL.BAR INTO THE BOX Cf6ING UNDER A SECOND SCREW TAB IN BPOI FIELD ` S E INIMOR E�EIODDED� THE DOUBLE POLE BREAKER. _� WORK SERVICE EQUIPMENT ENCLOSURE, MUNCY HOMES, INC. THE GROUNDED CONDUCTOR AT THE SERVICE,THE GROUNDING ELECTRODE 1567 PR ROUTE 442 s�OR T()WMEE ONE SL FICIENT TYP. SUB-FEED DETRIL CLOSET CONFIGURR IONS MUNCY, PR 17756 GROUNDING ELECTRODES LEM THE NOTES: POINTS OF ATTACHMENT OF THE 1-THE MAIN PANEL BOX IB R SQUARE D-0O140M2(]0 OR EQUAL SCALE: 1/4"=1'-0" BONDING JUMPER SHALL BE ACCESSIBLE DRN BY DRTE SCRLE REV. SHT. N0. THIS IS TO BE DONE ON SITE 2-THE SUB PANEL BOX IS R SQUARE D-00120MOO OR EQUAL GOVBUILDER IN ERNING CODM ACCORDANCE WITH OAT 6R 6 NAME MJL 3-Z2 91 NONE I-3D-2DIs 6a VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE NOTES y - OF WATER MATERS FOR MR AND ME 2006-2015 IRC L FOR APPLICABLE NOTES,SEE BHT 3b 3"VTR _ 6 NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2 R.PIPING FOR RELIEF VALVE,FIELD INSTALLED AND BIDE OF"BOTTOM-FED"WATER HEATERS INSPECTED CRAWL SPRCE-TO EXTEND ABOVE FIRST FLOOR MID TAR OR CRULK AROUND WITH 6"MIN.RIR GRP PERIMETER OF VENT TBP VALVE BR5EMENT-TO EXTEND BELOW FIRST FLOOR AND ONE PIECE METAL SHUT-OFF CPVC OR COPPER TdP DISCHARGE PIPE(5RME DIRM. DIRECTED SAFELY MIN. EXTERIOR XTRIIO WITH OR DIRECTED SORFELY SLEEVE OR SELF- AS VALVE OUTLET)DRAINED TO PAN(2009 RCL TO BASEMENT DRAIN WITH 5'MIN RR GAP CRJLKING RUBBER 2015 IRC-1"PIX OK FOR 3/4"TBP OUTLET B RN RDEOURTELY RATED TEMP AND PRESSURE RELIEF EMT VRLVE IS TO BE PROVIDED Iz'MW.TYP FLASHING EXPOSED DRYWALL COMPOUND 1US OR SHOWER ORRIN TBP DISCHPRGE PIPE MUST ORRIN INTO AN INDIRECT C LOCATION OF WATER HERTER: (MASS)3°VENT EXTENDS ON DOWN SIDE ��RT ALL PIPE WASTE RECEPTOR(NOT INTO THE PAM FOR MR 6 N,A CRAWL SPACE-WATER HFJITER W UNIT OPT. 1B'TO 24"ABOVE AND PENETRRTIONS 1x2(ALL 4 SIDES) 3/4° WASTE RECEPTOR ORRIN PIPE MAY BE PVC, INSTALLATION IN BSMT OR RR UNITS.SEE FLOOR PLAN. 12'BELOW ROOF FASTENED TO DECKING LS'DIAM(min)FOR MR,2"DIRM(mW FOR NJ BASEMENT OR RAISED RANCH-WATER HERTER IN BSMT FIELD IIJSTRLIED BY OTHER STATES MAY(150 DRAIN THE TdP DISCHIRRGE (RD ALL VENTS 5HRLL TYP FLOOR DECKING OTHERS 2"AR GRP TYP EXCEPT. 3. SEE SHEET 6n FOR TYPICAL FIXTURE CLEARANCES EXTEND 3"IN DM WtL OUTSIDE THE DRAIN PRN AS DESCRIBED FOR MR b NJ, -B'RIR GRP FOR NY 4 INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE 12'ABOVE AND 24" -2015 IRC-6'MAX,2x PIPE GOV EO IN FIELD BY BUILDER IN ACCORDANCE WITH BELOW ROOF. DNft MIM MIN OA250",24R HEATERS STEEL PRN GOVERNING CODES. ELECTRIC WATER FAN OD3 ALLOWED INR HIGH- S. INDIVIDUAL PLUMBING SCHEMATICS .TMT T UPON X'IEJ 3•VENT EXTENDS TYP.FLOOR JOIST IMPACT PLASTIC PRN OD36"MIN.THICKNESS AS AN REQUEST FOR COMPLETION W FIELD.TMT PRR7 I APPRovau 24"ABOVE ROOF(min) �_g to 2"OR 1-v2'REDUCER v2'MIN.DRYWRLL FIELD FIN.FLOOR 0 TICK. PRN LS DEEP MIN tr MIN FOR MAX 6. INDIVIOURL FIXTURE SHUT-OFF VALVES ARE OPT R AS AND EXTENDS 12°BELOW ALUM.PAN AT 00236'THIQJS RLLOWm FOR 2015 IRC CODE REQUIRES ROOF[m W. OPT.OR AS REO'D TYPICAL FOR 2015 IRC, NG 15 OTHERS TO7. REDUCER TO OCCUR 12'W5IDE 1 MIN'CPVC 8. INTERCONNECTION ON OF VENTS TOB FACTORY MADE THE THERMAL ENVELOPEDECKING 1"PVC ELL WHERE PRACTICAL ABOVE CEILING. 9.FIRE STOP AT TL1B RND"SHOWER- FTELD C i INDIRECTLY TO R HAZARD FREE WET VENTING IS ALLOWED WHEN DONE IN RCCORDRNCE VENT THRU ROOF DETRIL H I GOVERNING CODES LOCATION TO BE RPROVED BY 10 IN 2 STORY UNITS,PLUMBING SYSTEMS ARE SEPARATE FR.TORY IN TR RTIONTHE ORRIN LINES UPSTAIRS ARE NOT CONNECTED TO VENT _ TO HOME LOCAL BUILDING OFFICIAL LINES DOWNSTAIRS VENT LINES FOR DOWNSTAIRS ARE SEE ALSO PLUMBING NOTE a35,BHT 3b SUPPLY FOUNDATION(FIELD) FACTORY INSTALLED UPSTAIRS DRAIN LINE FOR UPSTAIRS RODENT PROOF PPRERYRCTO FLP_TOQBER LED?jD BY ORS NUM ,RING THRU T. ENTRRNCE(FIELD) LNFIN CLG BELOW PLUMBING EWES BUR.TO COMPLETE INNILEET ODI CLG FW.RETER PLUMBING IS INSTALLED RND TESTED v2" [a-3/4P' PER LOCAL CODES it FOR STRTES SUBJECT TO FROST CLOSURE, MAIN SHUT_ VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF[FIELD) EXPANDED TO 3'VTR RT LEAST 12°BELOW ROOF. 12. RCCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR HERTER SUPPLIN Y - PR, NY, IRC UNITS U41ON IN TRAP SERL OR HAVE CLERNOUT OPENING SAME FACTORY d, FI I,D TNSTR RTION SIZE AS TRAP INRCCESSIBLE TRAPS 5HRLL NOT HAVE SHUT-ORS AND UNIONS,CLERNOUTS OR SLIP JOINTS WASHER HOOK-UPS FOR WRTFR HERT RS FACTORY INSTRLLFO 13 WHEN VINYL IS INSTALLED ON FLOORS IN BRTHS OR UTILITY AREAS,VINYL CRULKING IS APPLIED RROUND NOTES HEATERS _ WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS OPT 5HUT-OFFS 1/2° OPT SHUT-OFF IN R SLEEPING ROS THROOM R R COT BE LOSET ACCESSED SHOWER 6 BATH(WITH SHORNT GYPSUM WALLS R 6 FOOT MGH MOISTURE RESISTANT G7PSUM WALL PROVIDED IN ' THROUGH.R'SLEEPIND ROOM OR BATHROOM FACTORY FOR SITE APPLIED TILE OR 6 FOOT F4GH L2' PRESSURE ATION SHALL TEMPERATURE BE VALVE PROTECTED SHALL PIPE TO R VISIBLE OM FREEZING MOISTURE RESISTANT GYPSUM WALL PROVIDED W AIR GAP AT FLOOR IN THE SAME SPACE AS WATER HEATER. BATHS,FACTOVINYL CAULKING IS APPLIED AROUND ° v2" LAID 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET.WATER CLOSOF 4 MIL.E R�TILKEDIC SW/VINYL v2° 6 ITS ORRIN 51-SLL PIPE BELOW FIRST FLOOR(ORRIN PROVIDED IN FIN.FLOOR OPT SHUT-OFFS FIN FLOOR i IPLANT FOR NDIRECTLY TO RN HFLOOR UNITS)AZARD REE POINT SHALL PIPE 6 DISCHARGE THEN CARPET IS WATER 14 DRAIN SIZE FOR 3 WATER CLOSETS SMALL BE 4"MIL FIM FLOOR THE PRN 5HRLL NOT BE LE55 THAN 1 1/Z'DEEP 15 (IRC,NY)POTABLE WATER SUPPLY OUTLETS SHALL HAVE C REFISHALL BE NE ALL OORIPPSUFFICIENT CONDENSATESIZE AND SE TO FLOOD-LEVEL RIM OF THE FROTHE WATER HEATER. THE OUTLET END SORTED R TURNCE ABOVE THE FIN FLOOR PROVIDE AN RIR GRP COMPLYIYING WITH P29OZ31 CLE,TO H H i 4-TRNKLESS WH DOES NOT REQUIRE R PRN(2012-15 IRC) - C H 16 IN ONE-FRMILY RRWL SPACE FIELD SUPPLIED), TWO-FRMILY OR MULTIPLE DWELLINGS,THE KTTCHEN SINK RND LRVRTORY SUPPLY TUR/SHOWER SUPPLY WRSHFR SLIPPI Y WRT R - S T PP Y WATER SUPPLY PIPING SHALL R EQUIPPED WITH ONE VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FACTORY TNSTRI I ATTON FR.TORY TNSTRLLRTION FACTORY INSTALLATION FR.TORY TNSTR I ATTON 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 SO CONTROLLED 3'VTR 17 (IRC),NY)RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114 18 (IRC,NY)VENTS FOR FUTURE FIXTURES SHALL COMPLY �1 v2'• WITH SECTION P31046 i i 3"VTR 3"VTR i I 1 v2" 39'MMIN MR55 2"STANDPIPE 18"to 30"MAINE / 1 v7' 1 v2• V \ 1 vz' � SAN TEE FIN.FLOOR i i FIN FLOOR TRIP WLEVER ASTE i � SRNs TEE 6"TO 18' 444 FOR MRIIJE i CPT.DBL BOWL 2° SRN TEE I .- SRN.TEE Y P-TRRP 2"P-TRAP FIN FLOOR i I i ' 1 1/2 FIN.FLOOR Z.�'rt. � 2'P-TRAP 1 v2" 1 v2'P-TRRP �. SHOWFR DRRIN d VFNT RRTHT)B DRRTN d VENT I RVRTORY DRRIN 6 VENT WRSHER DRRTN 6 VFNT PFS Corporation FRCTORY INSTRLLRTTON FRCTORY INSTRLI_ED FACTORY TNSTRLLED FACTORY INSTAI I Fn Northeast Region APPROVE® H Raup - 3 3'VTR 3°VTR FUTURE VENT MAY BE ; 3"VTR 3/26/15 DISHWASHER(OPTJ ORRIN LOOPED VENT 4 DRAIN LINES i i DELETED WHEN CLOTHES i UNDER CT.R THRU RIR GRP FROM 2nd FLR ON SITE i I WR5HER IS ON FIRST ORI PER MRNUF INSTRUCTIONS BY BUILDER RNID RRE NOT i 3"VTR FROM i I I SECOND FLOOR. TO BE TIED INTO YENTWG �1st ALR.FIXTURES I I i i 1 FROM 1st FLR FIXTURES i i 1 1/2" i i 2" , !� Z'MIN SINK DRAINS ' Ow i 3" i FOR MAINE I i j VENT 3•DRAW FOR I i i DISPOSAL r 2nd FLR PLUMBING i (OPTJ ' DISPOSAL ' I i i SEE NOTE-18 �j�pq �pyp� MEMO 45°ELLS (OPTJ r�45�LL5 �Fr[F{9 P 6 � EMO M SAN TEE SRN TEE CONT WASTE �1 2' CONT WASTE °Y"BRANCH FITTING J i T FLAN( WC i T TF 4xG3E wT. i MASTER SER FIIJ.FLOOR FII FLOOR RLL MODELS .1 1/2°P-TARP - 2"P-TRAP � I I FIN.FLOOR ' FIR FLOOR PLUMBING FINE FLOOR - FW.FLOOR �CAPPED 6 Il-1BELFD MUNCY HOMES, INC. •2"N/DISHWASHER OR AS CODE REQUIRES 1567 PR ROUTE 442 KTTCHEN SINK DRRTN d VENT OPTTONRL DTSHWRSHER RTSFR SCHFMRTTC MRTN VENT STACK b W.C- SECONDRRY VENT STRCK S W-C- FI)T)R V NT INSTR D FOR MR AND NH FACTORY INSTRLLRTION FACTORY TNST RTTON rPPF UNITS FACTORY INSTRLLATTO 1 FRCTORY TNSTRI I RTTON RN D RS CODE REQUIRES, OR RT BUILDERS REQUEST MUNCY, PR 17756 SEE SHEET 3b, L PLUMBING FACTORY INSTRLLRTION EACH VERTICAL UNIT SHALL HAVE ONE (FACTORY INSTALLATION FOR BASEMENT MODELS) ISORN BY DRTE SCRLE REV. SHT NO NOTES(JOT FOR KY) MAW 3 INCH MINIMUM 5TRCK. DATABASE NAME MJL 3-22-91 NONE 1-30-2015 1 6b 06\6b v NOTES L FOR APPLICABLE NOTES,SEE SM 3b AND 6b T VTR i SITE j 3 r VTR 2nd STORY CEILING TEE Er 714 1 SITE TEE �� TEE TEE 2nd STORY CEILING 2nd STORY FLOOR 1 ELL 2nd STORY FLOOR p11 N 1st STORY CEILING Au ELL 1 Lz'. S•T DBL TEE r T II 1st STORY FLOOR I `.I E 1st STORY CEILING i � I ��' ETI. I 1st STORY FLOOR r vrtz LEY � , �ELL I I �.' I I I KEY: TEE til LT 1y�I / 31 p/r tr Sm ELL 13 I I I KEY: LT=LONG TURN y= I I I I I I I I 1 3' I � 1 1 1 EEL l I TEE I I LT=LONG TURN I I I LT TEE T S''I ELL I I I Ijj I I TEE CT¢�P$ ' I I 1 1/2'I 6 L'r r I I TWO STORY (SEE SMT 2k�) ELL 3•SITE \ � TEE 1i�r i I sr3 DWV SYSTEM 1 �I �' .�, � I i I , I �� � NOTE:2 LAYS SI-IF7LL HAVE , ELL I�`SITE u 3 TEE I I I LT EW I 2 WASTE WHEN COMBINED a i `Z,>/r TEE i i I I LT TEE I SETS REFER TO FD(TURE DETAILS FOR TRAP FIND ea1E1 z .1 2 11 PIPE SIZES NOT SHOWN IN THE 5CHEMATIC 1 13 ELL ,SI' Lax 1 i SITE FIRST FLOOR FD(TURE5 SHALL CONNECT INTO i WH i + 1 1 0I' SITE i s17Ez LT ELL HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE I I 11, i —ELL Lr TEE j 1.3 1� \' lu DIRMETERS DOWNSTREAM OF STACK BASE AND )= 4 + EUE i�vrTEF i �y Is I LT ELLNOT CONNECT INTO SECOND FLOOR DRAIN STACK LgV TEE IsrrE R LISTED THROUGH PENETRATION FIRE5TOP BA 1 r .'f i `r/r I rLTSYSTEM SHALL BE USED IN THE FLOOR/CEILING ELL LT TEELT E1.L M II'gFIRE RATED ASSEMBLY ' �MRP,tQ 7'MM VENT 5IIE FOR WATER CLOSETS 1 • LT TEE I Ir �' i 1 TEE 2'MM WET-VENT SIZE. 1� TEE 1 gpTH aIr 1 1 ELL L9Y ELL_�'SITE 3 TEE SITE `.�.IS` ,EE � 1 TLE I I _TEE LT TEE l5? 1 ELL Ipy)iSRTH 4 LT ELL 11/21 a i .E I TEE V / ``` BATH 1 I ELL TE;1 TEE ' a' 1 i]R WYE _ELL SttE O1. Lax ELL 2.1 ll.6 l p 4. � 6'LL9II1K 6'Z7 511E r LT ELL as T� +ALL f lELL 1 1/rz „ `?� 3 1 /z r G0 PFS Corporation SITE 11?OR r � � .I,I i I LT TEE SEE CLTRII. TEE gE CEIRL I TEE SITE 1�''' I 1� LT ELL LT ELL r 31 ' TE 'L LT ELL 1? 1/7' 11? Northeast Region 4' vELLj' `.` '11/7 I I SME UINE"T SI1E OATBJ PIPE 6 DIS- T Li '' 1? TEE til Lfl1L EWH Z LT E71 SITE LT ELL CH-4WE 2401MCTL7 �Ya�''' PPR®VED 1 1/2T �LOCHTION TO BE Il`Iy I T� s iR—VED I�C� i LT ELL TWO STORY (SEE SHT?24R 2k1 ELM I ,� + j 1��TH z H Rau - 3 DWV SYSTEM T TEF ' 412 Ew ATrE �" NOTE 2 LAVS SHALL HAVE 9/18/13 2"WASTE WHEN COMBINED ELL~ TEP I T� 1/r REFER TO FIXTURE DETAILS FOR TRAP AND 45 ML.L SIM DETFMr '� SVE PIPE SIZES NOT SHOWN IN THE SCHEMATIC SITE g L7 ELL.f - LT ELL FIRST FLOOR BUILDING SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN A PIPE SITE Li TEE DIAMETERS DOWNSTREAM OF STACK BASE AND LT ELL NOT CONNECT INTO SECOND FLOOR ORRIN STRCK ELL Z' 2'MM VENT SIZE FOR WATER CLOSETS 2'MM WET-VENT SIZE. 199 MPH, &NAND MRSTER SERIES v RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY I DATE I SCALE I REV. ISHT NO. 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SIMPSON LSTRIB TIES OR EQUAL SIMPSON LSTA12 STRAP TIES IF THE SILL SIZE I5 DIFFEP.ETfT.ANOTHER STRRP(S) ROWS STAGGERED EACH FACTORY INSTALLED OFIELD INSTALLED WITH TTHECSTR STRAP SHALL BE CONNECTIONUSED UPLIFT CAPACITY SHALL I CORNER-FACTORY. - (5)10d NRILS EACH END BE THE EQUIVALENT OF A SIMPSON LSTR12(830 LEI) (1O)TOTRLFOR ALT EXTERIOR SIDE WALL FLR/CLG-PG 8, 0 2x CORNER STUDS SECOND FLOOR SECOND FLOOR EACH CORNER FOR SHEATHING CONNECTION OF FIRST L FLOOR TO'SECOND FLOOR PERIMETER SIMPSON LSTHID/STHD STRAP TIE HOLDDOWN RAILS CONNECTION,SEE DRAWING 7°1. OR EOURL SUPPLIED AND FIELD INSTALLED DETAIL•6. BY BUILDER ON FIRST AND SECOND STUDS FIRST FLOOR SHEATHING NOT SHOWN FOR CLARITY. FIRST FLOOR FROM CORNER INSTALL BEFORE CONCRETE POUR WITH A STRRPMRTE OR OTHER HOLDING DEVICE NAIL STRAP FROM BOTTOM UP WITH 15d SINKER NAILS.ALL HOLES TO BE FIl1ED SIMPSON LSTRIB STRAP TIES NOTES: BOTTOM OF STRAP IS EMBEDDED IN CONCRETE OR EQURL 24"O.0 MAX. O1-FOR SSE CONNECTION OF FIRST STRAP MAY BE BENT ONE FULL CYCLE FIELD INSTALLED WITH FLOOR TO SECOND OND F FLOOR PERIMETER STRAPS RRE LOCATED RT EACH END WRLL EMB�METIT C/l lOd NAILS EACH ENO ARILS LOMJECTION,SEE ORRWiIAG 7-1, EXTERIOR CORNER LAE SIM TOTAL DETAIL s6, STRAP VALUES ARE BASED ON AN 8"MTM OR EOUN ,16" STRAP TIES 02SHEATHING NOT SHOWN FOR CLARITY. STEM WALL OR EQUAL lfi"OC MAY 02-FOR OPTIONAL SECOND FLOOR SEE CONSTRUCTION NOTES ON THE FIELD INSTALLED WITH CANTILEVER DETAIL.,SEE DRAWING 7e1, AS BUILT FLOOR PLAN FOR SIZE AND FIRST FLOOR STUDS (5)10d NAILS EACH DO Q1 57MPSON L57R18 STRAP'TIES DETRIL FASTENING SCHEDULE CLOFL CIG-TOTRLOR ALT. OR EQUAL FIELD INSTALLED WITH FLR/CIG-PG Be. CD 10d NAILS EACH END,O4)TOTAL CORNER DETAIL PPPLSES TO AN SHEAR WRLL AND RIM BRND TO EXTERIOR TDO OR SIDE WRLL— RIM BRND TIEDOWN DETAIL 2 STORY UNITS - FIELD MODULE TO MODULE CONNECTION RT END WALL DETAIL 50LE PLATE 5CRLE: 3/4"=1'-0" 2 STORY UNITS - FIELD SIDE WRLL PERIMETER RAILS SCRLE: 3/4"=1'-0" - END WALL PERIMETER RRIIS NOTE: FIRST FLOOR STUDS MODULE'R' MATE LINE MODULE'B SILL PLATE(S) WHEN THERE IS R GARAGE THE BUILDER NOTES. SEE NOTE all SHALL SUPPLY RNID INSTALL SIMPSON LSTHD/STHD OR EQUAL ON DOUBLE STUDS O1-FOR CONNECTION OF PERIMETER (D SIMPSON LSTRIB STRAP TIE II SUPPLIED RNO ALONG THE WRLL PERPENDICULAR TO THE DRAWING 7" a- DETAIL 20R-3. INSTAUALLLED LAALLED BY BUILDER WITH ' FLOOR JOISTS THAT SHALL BE REMOVED AT SFEATI-ANG NOT SHOWN FOR CLARITY CJ)1f)d NAILS EACH -4 REBRR 30'MTM II THE SITE THE HOLDDOWNIS)SHALL BE RT FOR RIM BRND TO SILL PLATE END 04)TOTAL - LENGTH ALONG SIDE II EACH CORNER OF THE GARAGE AS SHOWN TIEDOWN CONNECTION, SEE AND THE SAME DISTANCE APART AS RIJD END WAIS II DRAWING 7- 7-DETAIL 02 ALL POURED CON-11 L J )( RECURRED FOR ANCHOR BOLTS 02-FOR RAISED RANCH FOUNDATION 3000 psi MIN. Il THE REQUIRED ANCHOR BOLT SPACING CANTILEVER DETAIL SEE DRAWING II' 75Y N CENTERFRhDM CORNERS AND 7e-2.DETAIL-7. FOR CONNECTION OF PERIMETER 1( THE RIM BRND TO SILL PLATE TIFDOWNS RWLS TO SILL PLATE,SEE AX II AS SHOWN ON DETAIL-2 ARE NOT REQUIRED SIMPSON LSTFlIB TIES OR EQUAL DRAWING 7"L DETAIL 2 OR x3 WITH THE ADDITIONAL HOLODOWNS FACTORY D457RLLED SHEATHING NOT SHOWN FOR CLARITY. FOUNDATION u PERIMETER RAILS SEE NOTE-2 ABOVE CORNER HOLDDOWN DETRIL - FIELD SHEAR WRLL TIEDOWN DETRIL MODULE TO MODULE CONNECTION RT END WRLL DETAIL SCRLE: 11/2'=1'-0° FIRST FLOOR OF 1 RND 2 STORY UNITS FIRST FLOOR OF 1 RND 2 STORY UNITS - FIELD SCALE: 3/4'=1'-0" SCRLE: 3/4'�=V-0" 1'-3" DETRIL #2 ®�TRII� $ �LIQ D a7 DETRIL7 _ SIDEWFLL L, FULL-HEIGHT BLOCKING 1/2"DIAx7"MIN.LONG ADDS UDD SUPPORT.L AT BLOCKINGE OF G FASTIIaFI SON LSTR24 BOLT a40 OC_SUPPLIED END STUD OF SIDEWALL TO JOIST WITH(3)8d NAILS +AND FIELD INSTALLED BY BUILDER PER END OF BLOCK, TIE(OR=) INSTALLED IN 11 FASTEN END STUD OF ENDWRLL FACTORY W/ J: TO DBL STUD IN SIDEWRLI WITH 1Nd NAILS EACH ��` ROWS OF 0162"x 3-1/2" ENDSTRAP (lip TOTAL °`Mert�R S6d TOE-NAILED NAILS STAGGERED a S"o I�OMEDFRCE 0 SECOND FLOOR a 16°OC. BY BUILDER STUD TO UNDERSIDE STUD OF )SIMPSON OF FLOOR JOIST. TO JOIST W W/m SIMPSON LSTRIB l71 lOd SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL ' FASTENERS ERC S (5) RAILS 1/2"DIRx7"MIN,LONG 24-WME UNIT END-JOIST 8'QOd)X yq, II BOLT a 96"O.C., m 2x8 SPF-2 FOR ROOF FIELD IIJSTALLID ll W SIMPSON LSTR21 STRAP TIE oEPAllTMWOFSTATE,cone anslox SOLE SUPPLIED AND FIELD PITCH<or=7/12 (OR EQUAL)SUPPLIED AND FIE]].D nlaax,•,NYTEdCODm PLATE INSTALLED B7 BUILDER Cal 2x8 SPF-2 FOR ROOF ��IN"fD�- INSTALLED BY BUILDER INTO RI11 S �^•+lore yn xvaao�— _L- END-J075T PLR BLOCI�'G II PITCH 9 or 12/ BRNO WITH STRRP(S)WRAPPED PERIMETER RAILS FIRST FLOOR 26-31-WIDE UNIT AROUND SIL PLATE R7 32"DC. m 2.10 SPF- ALL II ALONG THE EXTERIOR SIDE WALL SILL PLATE ROOF SEE NOTE-3. 'BLOCKING TO SIL FOUNDATION I MOTE i C SIDWRLL LENGTH II PLATE CONNECTION I I FOR PITCHES AS SHOW 162"X 3 1/2"O6d) °r LJ 3"O.C.TOE-NAILED-FIELD " FOUNDATIONn MODULE BELOW -DOWN PER APPROVED ii 1-p MRNURL HIGH-WIND CALCULATION UNDATION Z CRFF�3pg 8 OF 35/35 MANUAL) REMENTAL ANCHOR BOLTS) FIELD CONNECTION - MOD TO MOD - 2 STORY (P9 5 OF OF 50-0�� 1/Z'x 16"AND SHALL.BE IMBEDDED RAISED RANCH FOU ION R MIMMUMDF 7"IN CONCRETE AND Q)SIMPSON LSTA21 STRAP TIE OR EQUAL SCRLE: 1 1/2"-1'-0" i5`I4 MASONRY UNITS RNO 12" SUPPLIED AND FIELD INSTRIJ_ED BY -WIND OLD-DOWN DETRIL "CR TILEVER D - F MAY FROM EACH CORNER BLIIDER INTO RIM BAND WITH (CRN7I-EVER DETAIL APPLIES WHEN USING WFCM ANALYSIS) 5TRAP(S)WRAPPED AROUND SII SCRLE' 1 - PERIMETER RRILS--.. PLATE AT 35"O.0 ALONG „ THE EXTERIOR SIDE WRLL MATE UTNE 6)lOd NAILS SEE NOTE-3 DETAIL aS SIMPSON HB OR EOURL STEEL ANGLE STRAP FASTENED TO SIDE OF SECONDFIELD D457FLLED 61 148"(10d)X 1 L2" D #$ AND TO THE SIDE OFRTHE FIRST STORY CEILING PERIMETER BY BUILDER NAILS FIELD INSTALLED PAIL WITH(S)10d NAILS ON SITE BY BUILDER - I170PERIMETER BY BUILDER INTO RAILS � SIL PLATE SILL PLATE 1/2"DIEL BOLT a ED 4D BYY BUILDER SIMPSON LSTR24 STRAP TIE MASTER SERIES INSTALLED FOUNDATION _ OR EQUAL SUPPLIED AND - INSTALLED FACTORY WITH 6)lOd NAILS EACH ONE RND TWO STORY MODELS S (4)15d NAILS ENO(1B)TOTAL STRAP BY BUILDER CONTINUITY IS FROM FACE -- DETAILS FOR 110 d 120 MPH -33G)WIND ZONES OF STUD TO UNDERSIDE RIM BAND TO SILL ELRTE TIEDOWN DETAIL - FIELD OF FLOOR JOIST., MUNCY HOMES, INC. EXTERIOR SIDE WALL - 1 AND 2 STORY 1567 PR ROUTE 442 SCRLE: NTS FIELD CONNECTION - MODULE TO MODUl E MUNCY, PR 17756 FIRST FLOOR OF 1 AND 2 STORY, UNITS SECOND FLOOR CANTILEVER DETRI - FIELD SCALE: 1 v2'=1'-0" DRN 8Y DATE SCALE REV. SHT NO, SCALE: 1/2"1'-0" DATFla 07\7a-2 REH 4-26-2004- SHOWN 10-22-2013 7a_2 FOR CONNECTION DETAILS, SEE BERM OR JOIST HANGERNOTES \i DETAILS=1 AND 92.SHT 71 REQUIRED WITH A 2x4 FIELD WORK AND SETUP MANUAL OR WALL ONLY L NR EXCEEDS VENTILATION CODES MEETS 2 WHEN CS JOISTS LLOPPNOT WALL TOP RE COM.RIDGE VENT SIDE OF SE OR EOU STEEL ANGLE STRAP FASTENED TO FOR ON-SITE FASTENING. SEE TYP SIDE OF SECOND Y JOIST WITH m 10d x 1 1/2"NAILS 3 FOR FASTENINGS NOT SPECIFICALLY FIND TO THE SID THE FIRST STORY CEILING PERIMETER SOXEDUS�ED ON TF45 SHEET SEE FASTENING CONSTRUCTION DETAILS. SHT 71 SEE CONNECTION DETAIL a1L SHT 71 SEE C0NNcCTION OET 6.SM 7L ARIL WITH(51 1 NAILS ON 517E BY BUILDER 4. (NY)FOR UNITS LOCATED IN SEISMIC DESIGN CATEGORY GD AND THERE I5 R CANTILEVER,FIND THE SEE RL50 SETUP MANUAL _ ___ _ RIM JOISTS RPE SPLICED, THE RIM JOISTS SMALL BE __ __ ____ __ __ SP' USING R GRLVRK=METAL TIE NOT LESS THAN ODSB INCH(16 GR)AND 1 1/2'WIDE FASTENED WITH OO 16d NAILS ON ERCH SIDE OF THE SPLICE OR R BLOCK OF THE SAME SIZE AS THE RIM JOIST, ROOF SHEATHING OF SUFFICIENT LENGTH TO FIT SECURELY BETWEEN SEE 5M 3c PRE-MANUFACTURED WOOD TRUSS PULL-HEIGHT BLOCKING ®7 OTHERS)AT 16 WOOD OR THE JOIST SPACE AT WHICH THE SPLICE OCCURS HINGED 24°OT _SEE TRUSS MRNUflL AT EDGE OF CRNTIL.EVEX FASTENED WITH(W S6d NRILS ON EACH SIDE OF THE SPLICE. 12 KNEE-WRLLS FOR TRUSS DESIGN DRAWINGS SUPPORT. BLOCKING NAILS ED 5 SEE PAGE Ba FOR ALT.FLR/CLG CONSTRUCTION. TO JOIST WITH C.1 Ed NAILS 7 E PLIED SO PER END OF BLOCK INSULATION WN8 REPLIED ON- ^^n n TO WARM SIDE SEE NOTE•4 ,lJf I`/f IVI I11f SEE SM 30 _ 2x10 PERIM. MIN. __ ` FOR OVERHANG DE7RD_5, 5/B"GTP BO SEE DETRTLS 84 Wm•5, 0.sTRsre 1 1/2" SHT 71 OP FLOOR OVERHANG DETAIL o CONT.TOP PLRTE(S) DETAIL "R" SCALE: 1/2"=1'-0" _ (SEE NOTE 9 COMTO.TOP PLRTE(S) (SEE NOTE 2) Z 1/2"x3 1/2"CONT.BELT 2x3 OR 2x4®10MMM2M 16"0 c - RRTL ALL BEARING SEE SHT 3. FOR SPECIES,GRADE 6 OC.SPACING WALLS(OPTJ 2x6 161,DO L2"x3 1/2°COM BELT ARIL SEE SHT 3c FOR SPECIES, ALL BEARING WALLS(OPTJ 1/2"GYP BD GRADE 6 OC SPACING 1/2"GYP BD GDM_SINGLE - BOTTDM PLATE RIG D45ULRTI0N WI.B TO WARM SIDE FRCTORYSINSTALLED MFlY ESLLR7I0N DETAIL "B'I FLOOR SHEATHING SEE SHT 3. SUB571TUTED FOR BATT INSULATION SEE SHIT 3c FLOOR JOIST J vl SEE SHT 3c FOR 517J✓ - SPECIES,GRROE 6 Oc SPACING 1 L2"OB"OS��e'k 2x6 SPFIS)a2 OR EQUAL a IF OC OR 24"OC (TIP-AT ERG SUPPORTS) 5/8"GYP.80. CONT-==5/8^a '�NOTE c5 I� II (1)SIMPSON LSTRIB,20 ga INSULATE OSB STRIP 10"MIN for MD DETAIL C STEEL STRAP OR EQUAL a 48"o 18" COM TOP PLAIE(51 COM.TOP PLRTE(S) 9" x x WITH m 10d NRI_S EACH LEG. INSTALLED (SEE NOTE 2) (SEE NOTE 21 E E BY BLDR 2x4 96"0.C. 2x4 OR 24 LRT. II u SEE SHT 3 FOR m BRACE a B'-0° DETAIL A Jo tY r3 SPECIES, GRADE d = OFF OF FLOOR _ z O G SPACING T o (9'-U'CLG.OPT.ONLY) SCALE: 1 1/2'=1'-0" F 1/2°x3 I/2"COM.BELT Z 1/2'k3 L2"CONT.BELT E - RAI_,ALL BEARING jo ARIL ALL BEARING WALLS(OPTJ _ WALLS(OPTJ M \ m m SEE SHs Ig T SOR PECIES, GRADE GRADE 6 OL SPACING _ _ (U SIMPSON LSTA18,20 9e WRTER-RESISTIVE STEEL STRAP OR EQUAL a 48"00. BARRIER WITH(5)10d NAILS EACH LEG. COM 3" COM.SINGLE II II 36'MINI. DETAIL L'E'I OB STRIP LEDGER(OPTJ SPACE RESERVED FOR THE NEW YORK(STAMP OF APPROVAL 80170M PLATE DETAIL D CONT.3"00 STRIP W/LEDGER(OPT) (1) SON LSTR16 20 9, FLOOR SEE SHiTll3eU Hlm STRAP OR EQUAL a c , 2x1(1 MIN. S (77 lOd NAILS EACH LEG. 16d TOE-NA11ED STR12 STRAPS FOR Ell-7ERNRTE o>�a+ma+(ocsraTE coots orvtvox FLOOR JOIST FACTORY WORK a 16"O.C,BY BUILDER 240 MIN.RAILS CONSTRUCTION SHDWN PG 8e) s nlaaxr,xt)a�woo) SEE SHT B.FOR SIZE, map�p�o..)IQa dae I 16d TOE-NAILED � Ml3RT 2�L4-1o5 m]b°0.c,BY BIiD_OER SPECIES,GARDE 6 OC.SPACING FTETJI WORK HANGER JOIST HANGERS "x �r��an ,a.mnw TTO W INSULATION S WNS, 0 LEDGER OR 2x2 LEDGER TO WARM SIDE _ SEE SHT 3. (6)MEMBERS \ .. 2x4 (NOTE=S) - W0TEx51 EDM a LOOSE fFO SHIPPED MM ARILS W0TEa9 LOOSE FOR 7Fff5 AREA IAx7"MIN.LONG 2x 5 AFTER INSTALLATION BOL 96°0.C-, OTE.5) OF UNITS,BUILDER INSTR BY ELM-DER IN''TRIJSD COM.3"OB STRIP _ CONT.3"08 STRIP _ SEE SM 4a FOR FOUNDATION OETAILS 6 SPECS. SEE SHS 4. _ 6 SPO) N L ga FOR STRTR 5 E'MELSTdOREQRe 48 ECS. �6110NRILEACH STAIRS BY BUILDER pETRIL "BIL - DETAIL '(CII SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'�--1'-0" TYE, CROSS SECTION S m SIMPSON e,m ge CEDAR LAP oP vDarL l STR EACH a 48°oc L9 WITH NAILS EACH LEG LAP SIDING OVER SHTG.OR SCALE: 1/2"=1'-0" 5/9"TI-11 SHTG/SMI NG -- - J015T d//DIRECTLY To STUDS �f�9 slam 1 1M79t!w INSULATION_WN$TO WARM SIDE - - i8�tl3 _ SEE SHY B. .— EXT.PERIM. J MASTER SERIES SEE SHT 4a FOR BOTTOM R F TWO STORY MODELS FOUNORTSON DETAILS b SPECS. 0R SIDING INST BY BUILDER CROSS SECTION 1/2"DIfLx10 1/2"LONG INSTAL 11 Fn"Bj GBUILDER 16d TOE-NF= MUNCY HOMES. INC. _ a IE"OZ_BY BUILD _ 1567 PR ROUTE 442 MUNCY, PR 17756 T SERCE CROSS SECTION DETA_ IL T" DETAIL "E" DRN BY DRTE SCALE F REV. SHT No SCALE: I/Z--l'-O" SCALE: 1 1/2"=1'-0" DATFS�NAMEMJL 3-22-91 SHOWN 10-22-2013 7f 07\7f SIMPSON LSTRIB,Me STRAP 3+RIDGE '' DETAIL OR ECURL 9 40bc.OVERRSM 1NSTpLLEO Br euB DER 7U�p�p LSLJI_LpS WITH TST lOd NAILS EACH END. 10d N;uLS 0 SOL. L OR ECCEIDS�RLL TPLICpRIFDCODES. S -sY OJILDER 2 WHEN 7RUSSEL DO NDT RLSGN WITH STUDS, R 0 WFLL TNOP PLpRTc I5 REWIRED• 3. 22RMS�I ON TF1i5T5HEE7IF�FASTENING ' OPT.CUT aCHEDI�.E. DETRIL "R" 5-7/12 TRUSS FOR SINGLE BOX MODULE fir. INSTALL LATERAL BRACING AS REQUIRED BY THE DESIGN TRUSS DRRWDa SCALE ROOF SKERTHING OS STRIP TO PROVIDE AIR SPACE FOR ATTIC VENTILATION D(6 ALUM.COVERED FASCIA ize Uld NAILS DIRECT TO SILO • BY BUDDER ' ' PERI-ORATED 11111TErr ROW OF SWING BY BUILDER DETRIL 'IR" FIELD WORK SCALE ROOF SHEATHING 1KS PLUM.COVERED FASCIA - RI T. D TRT "R" PERFORATED SOFFIT SCALE: AL .e T$ISTA'TT'� - ' SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL. r - � oeevncwrtoFsrniE.ewesommn unurcdrcual•mal • - w.vanr.w µpma ' avxauyp.m�oVm.aro eaavaaraaemvvum.e aavmmev�aa�vaa,vrms..my.m' maaoe+d.vvmmmvwnyvr.vaama po•mzFgpavE,a mf • I I ' MRSTER SERIES RLTERNRTE CONSTRUCTION DETRILS CROSS SECTION MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 ORN BY 'DRTE SCRLE REV. HT. NO. MT�7\TE NA'lE MJL 3-22-91 SHOWN 10-31-2008 7k DETATL #1 (3) 10d NAILS, 16"OC ON SITE RIDGE TO RIDGE ET TL # DETRIL #il 4 9 STRAP OR 4 G 5/12(28W MAX). SIMPSON LSTR36, 20 FIELD WORK - _ FIELD WORK FIELD WORK (28W MAX) SIMPSON LSTR36, 209 STRAP OR ,.t EOURL OVER RIDGE d FLIP CONNECTION a 48"oc EOUAL GE 6 FLIP-CONNECTION a 48"oc RIDGE BERM 16d NAILS s 3 1/2'OC. MAX WITH(5)10MFlX WITH NAILS PER LEG INTO TRUSS (SI d NAILS PER LEG INTO TRUSS(SITE) RIDGE BERM CONT RIDGE VENT, SEE NOTE e1 TE) f37 LOd NAILS 16" O.0 ON SITE RIDGE TO RIO(E HORIZ PLATE TO VERT PLATE 7/12(FILL W) 6 5/12(31W): SIMPSON LSTR18,209 STRAPS OR 7/12 (RLL W)6 1W); SIMPSON LSTRIB,209 STRAPS OR 41 EOURL OVER RIDGE 6 FLIP CONNECTIONS E) 48"oc 2x4 SPF e3 OR EOURL EQUAL OVER RIDGE CONNECTIONS® 48"oc _ CONT RIDGE VENT, SEE NOTE -1 BETWEEN TRUSSES(SITE) MAX WITH(S) 10d NAILS PER LEG(SITD 1x4 MAX WITH(5)lOd NAILS ._ EG (SITE) 2x4 SPF tt3 OR EOURL PRE-MRNUFRCT x1000 TRUSS ALT CONNECTION FOR 4 6 5/12 28W MAX) ROOFS LPD OF THE 2x4 RLT CONNECTION FOR a 6 5/12 X1 ROOFS LPO OF THE _ (BY OTHER 192"OR 24"OC RIDGE STRAP, A 2.4 COLLAR TIE MAY BE INSTALLED W/(4) Od 1°d NAILS ®12"OC PLATE TO PLATE (SITD RIDGE STRAP, A 2x4 COLLAR TIE MR STALLED W/ (4) 10d lx4 SEF CATIONS MRNRL NAILS EACH END JUST BELOW THE 2.4 CONTINUOUS PLATE WHERE NAILS EACH END JUST BELOW THE 2x4 OUS PLATE WHERE 2x4 F 55 DESIGN DRAWINGS —RIDGE THE FLIP AND TRUSS TOP CHORD MEET KNEE WALL THE FLIP AND TRUSS TOP CHORD MEET _ SOd NAIL® 12"O C RLT CONNECTION FOR 7/12 (RLL W) d 5/12(31W)ROOFS: LPO ----- CONTINUOUS LATERAL BRACING TO BE RLT CONNECTION FOR 7/12 (RLL W)d 5/12 (31W) ROO 0 ---- PLATE TO PLATE THE RIDGE STRAP, R 2x4 COLLAR TIE MAY BE INSTALLED THE RIDGE STRAP,A 2x4 COLLRR TIE MAT BE INSTALLED --2x4 -- (SITD CONTINUOUS LATERAL BRACING TO BE W/ (4)lOd NAILS EACH END JUST BELOW THE RIDGE BROS EQUALLY SPACED, ATTACH WITH 0 8d NAILS W/ (4) 10d NAILS EACH END JUST BELOW THE RIDGE BIRDS EOUALLY SPACED,ATTACH WITH 0 8d NAILS AS R SUBSTITUTION FOR THE STRAP CONNECTING THE / r TRUSS HINGE,SEE DETRIL a6 AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS TOP CHORD'TO THE FLIP RAFTER, R 2x4 .Y'// PRE-MANUFACTURED WOOD TRUSS TRUSS TOP CHORD TO THE FLIP RAFTER, R 2x4 -TRUSS HINGE, SEE DETRIL tt6 COLLAR-TIE MAY BE INSTALLED W/ (4)10d FOR FASTENING, 2x3 BRACE(FRCTOP.Y1 (BY OTHERS)AT 1G',192"OR 24"OC. COLLRR-TIE MAY BE INSTALLED W/(4)10d 50 TE R5TENING, NAILS EACH END JUST BELOW THE 2x4 SEE DETRIL 11 SEE SPECIFICATIONS MANUAL FOR NAILS EACH END JUST BELOW THE 2x4 2x3 BRA DETAIL n11 12 _ SIMPSON MT512 RAFTER CONT PLATE WHERE THE FLIP AND (5 E) KING POST TRUSS DESIGN DRAWINGS CONT PLATE WHERE THE FLIP AND (SITD ______________ -___-_-- ---__ 12 TRUSS TOP CHORD MEET -DOWNS OR EOURL TRUSS TOP CHORD MEET ______ __-_ __ _ _ KING POST �4, 5 OR 7 SPACED 48" OC (SITE) 4, 5 OR 7 - _- - KNEEWRLL KING POST OPT CATHEDRAL _ FOR 24'AND 26'WIDE KING POST KNEEWRLL SIMPSON MTS12 ROOF INSULATION FOR 24'AND 26'WIDE L2"OR 5/8 GYPSUM NSULATION (WHEN ND RAFTER TIE OR 1/2" OR S/8"GYPSUM BOARD CONT.PLATE UNIT OVERHANG DETAILS, � KING POST INSULATION �— _ UNIT OVERHANG DETAILS, INSULATION 0C FI G 48" BAFFLE TYP TYPICAL 2x4 OR 2x-o SIDEWRLL CDM PLATE SEE DETAIL n4 1/2"OR 5/8"x2 1/2" SEE DETAIL n4. IS PRESENT, BAFFLE TTP 0 C FIELD L2"OR 5/8"x2 1/2" FOR 28'WIDE UNIT TYPICRL x6 SIDEWRLL COMPRESSION STRIP FOR 28' WIDE UNIT FASTEN TWIST INSTALLED TYPICAL 2x3 OR 2x4 MARRIAGE WRLL COMPRESSION STRIP OVF-RHRNG DETAILS, OVERHANG SEE DETRIL nS�S 5TRRP TO TRUSS SEE DETRIL a5 TYPICAL 2x3 OR 2x4 MARRIAGE WALL BOTTOM CHORD) KING POST UNIT WIDTH UNIT WIDTH FASTEN BOTH EN05 OF MTs 12 W/M 10d x 1 1/2" RLT KING POST NAILS FIELD INSTALLED CONNECTION TYPTCRL ON SITE ERSTENING D TRT S - 4, S OR 7/12 OPTIONRL OFFSET ROOF SITE FRSTFNING DETRILS - 4 S OR-7/12 TYPICRL ON SITE FR TENING DETRILS SCALE'3/6 1'-0" -SCALE,3/8"-1-0" SCRLE: NTS DETRIL #3 QFTRIL # T # DETRIL #6 STRIP TO PROVIDE RIR SPACE FIB RS OR SELF SERLING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR F TTIC VENTILATION TYPE T WITH 18"OVERLAP OR FIELD WORK GABLE OVERHRNG INSIDE RAKE TO TRUSS CONNECTION, FIBFJRGLRS OR SELF SERLING SHING e55 SIM SHINGLE UNOERLAYMENT SEE FASTENING SCHEDULE TYPE 15 FELT WITH 18" OVERLAP OR EQUAL 'WIDE RN ICE BARRIER OB STRIP TO PROVIDE RIR SPRC c55 SIMPLEX SI-ANGLE UNDERLAY FOR ATTIC VENTILATION 1"MIN SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, THAT CONS OF RT LEAST 2) LAYERS DR EOURL 36" WIDE AN ICEBR R 2" FASCIA, 0-RAIL AND GRIP EDGE TO OVERHANGS SITE WORK OF UNDERLAY CEMENTED TOGETHER - THAT CONSISTS OF AT LEAST LFlYERS OR OFA SELF- NG POLYMER MODIFIED OF UNDERLELF-RD CEME OGETHO BLIUMEN SHEET, LL BE USED IN LIEU HINGE STRAP TRUSS LZ" ROOF 5HERTHING OR OF SELF-ADHERING P MER MODIF?ED ® 4g"pCk MY AND RD OVERHANG IS LIMITED TO 12"MAX OF NORMAL UNOERL ENT AND SHALL BITUMEN SHEET, SHALL USED IN LIEU IN 110,]20 MPH-SSG WIND ZONES -OF NORMAL UNDERLAY RND SHALL 'POINwT pTR�EA5Ti 24 IN. ESIDE THE 2x4 SPF STUD GARDE OR EOURL TRUSS AT ENDWRLL w EXTEND FROM THE EDGE TO A - EXTERIOR WALL LINE OF BUILDING ONLY RT EAVE END z POINT AT LEAST 2 INSIDE THE EXTERIOR SHEATHING EXTERIOR WALL OF THE BUILDING CONT 1/2"OR 5/8"x RFTER ROOF HAS BEEN PRISED TO cs 1 1/2" OB STRIP RPPLICRBLE PITCH,GO TO BREAK IN 1x6 INSIDE AND 18REAK AT HINGE POINT - (TYP AT BRG SUPPORTS) ROOF. LIFT UP SHINGLES 6 INSTALL OUTSIDE RRKES DIMENSION VARIES - o - (2)16d NAILS INTO EACH TRUSS m ALUMINUM DRIP EDGE TR( TRUSS HINGE FIELD WORK � 2x2 Zx4 SCRLE' 1"=1'-0" ----'------ (2)16d NAILS TO TRU55 N COM 1/2"O1 5/e"x ALUMINUM DRIP EDGE AFTER OVERHANG IS NOTES FRVF END 1 RG OB STRIP 1x6 LOWERED, BY BUILDER (TYP AT BRG SUPPORTSI RLUM,RCOVERED FASCIA L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW SPF n2PERK OF ROOF TO ALLOW FOR RTTIC VENTILATION BL 1x6 4 OVERHANG BLOCKS EOURL 2 24"GABLE TYP. FLIP SECTION OC MAX. AT RIDGE WHEN THE DESIGN LIVE LORD EXCEEDS SO sf, PERFORATED SOFFIT d NAIL DIRECT TO STUD 5PRCE RESERVED FOR THE NEW YORK STAMP OF APPROVAL THEN THE BLOCKS SHALL BE RT 16"OC MAX PE RTED SOFFIT BUILDER TOP ROW OF SIDING INSTALLED BY BUILDER NOTE' ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG TYPICRL FRONT OR RERR GRBLE OVERHRNG OPTION DETRIL SCALE'3/4"=1'-0" FIXED OVERHANG FOLDING OVERHANG FIELD WORK SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0" DETRIL #7 nFTATI #8 0p DETRII #9 FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL DETRII #10 SITE CONSTRUCTED SECTION INSTALLED 16d NAILS 19 8"OC, 2 ROWS STAGGERED OVER ROOF SHEATHING THROUGH RIDGE BOARD TO SIDEWRLL FIELD WORK RAFTERS FLASHING(SITD FI WORK FIELD WORK FIELD WORK RIDGE BERM • RIDGE VENT, SEE NOTE -1 II II It II SIDING - ROOFING MATERIAL II Il g II SECOND STORY SIDEWRLL ALTERNATE 1x6 NAILER II I IN PLACE OF 2x4 BLOCKING [I II a TYPICRL TRUSSES RIDGE VENT INSTALLED DRIP EDGE 2x4 BLOCKING II I II MFR'S INSTALLATION UCTIONS,ttl � �-of PR.FYGD(,c 5(STIFIll DFMODg-5 - II II SEE NOTE SHEATHING.UNO MENT, FIND SHINGLES DEPgRTMEN7OF STATE CODES DIVISION SHEATHING NYLON 5TRR OR FLIP SECTION ALBANY ST TECO ES I I I I I LATEIRgL Bmm race exel system,Model,ercemp M I I I I I SIDING 001 2x3 a 24"OR 16" 0 C II II I PRE-MRNUFRCTUREO WOOD TRU55 J*EEWN_L. TOP CHORD IST HANGER OR Mf3F�1 I 4e)td �epap—I Maee(edumlc No ppor nNn WiGNgs NYare bNxal[daMmemplttim lt�e tl FLASHING (BY OTHERS)AT 16",192"OR 24" D.C., - G(R xDTI�tns=oan•alnaPar mwrmmme mmwae.x:nme(mnrmmwarea II II I aoo,walareonm eaer.ue mmxamwlmm�ewadr w RIDGE VENT SEE SPECIFICATIONS MANUAL �r^�aermnersr s me STRUC BERMS FOR TRUSS DESIGN DRAWINGS TR KNEEWRLL IMS mw� ucereiem rmaoPmvy MmemlcoeeGocnexb( I I I SHEAT Pwo+eoao=,vemx I II I DRYWALL[SITE) 2x10 MIN. I I I I I I I FILING ARILS FLOOR JOIST Im E Rater I I I II ROOFING MATERIAL FLOOR JOIST DET I6d TOE-NRILED EdmunaPe RPPROX FIRST FOOT MCOUL , MODULE"C" R 8"O C, BY I II I I II SITE INSTRLLED BUILDER I I I I D B 4 aIO MIL �� II II I OPTIONAL OFFSET (ONE OR TWO STORY UNITSI 2.4 MIN I TRUSS SCRLE: 3/8"=1'-0CEILING Jl515T MAN NSE I �W II II II II I I " �� � BOTTOM CHORD _ II II CEILING JOIST-/ MASTER SERIES • SITE-INSTRII RLL MODELS CEILING DRYWALL �4 %AL - RLTERNRTE CONSTRUCTION DETRILS �� ag MUNCY HOMES, INC, L FL R E LING RSS M LY 1567 PR ROUTE 442 o>srare , R' MUNCY, PR 17756 SINGLE BOX EXTENSION OPTIONAL OFFSET (TWO STORY UNITS) (TWO STORY UNITSI e, - DRN BY DATE SCRLE REV, SHT NO SCRLE: 1/2"=1'-0" SCRLE: 1/2"=1'-0" , DATABASE NAME MJL 3-22-91 1 SHOWN 10-01-2014 71 07\71 ETAIL #1ETAIL #8 L #Z NOMDVAL LUMBER 2x FLOOR JOISTS OR THE FOLLOWING ROOF TYPE/HOUSE WIDTHSON TES `7 SHINGLES AND FELT AT BREAK PREH1PNUFACTURED W000 FLOOR TRUSS ARE LIMITED -0°TO 7' PORCH DEPTH(mW. ARE SITE INSTALLED BY BUILDER SIDE WALL BY OTHERS RT 16"OR 19-1 OC $'-S" (max) 7/12,28 6 31-WIDE MONO ROOFS-120 (6)6d NAILS PER SIDE SITE INSTSI I BY BUILDER SEE TRUSS MANUAL FLOOR -12/12.31-WIDE CAPE RDOFS-120 MPH L RIDGE BOARDS PRE INSTALLED A MR"UM OF I"BELOW METRL STRAP HINGE 9 TRUSS DESIGN ORAWINGS PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION. 2 PORCH CRLCS PROVIDED IN SECT 025 OF APPROVED 1/2"x12"PLYWOOD GUSSET SITE INSTRLLED MRNURL BY BUILDER _ MODULE MAY BE BUILT FULL-LENGTH 2x4 SPF a21e1 9 24'OC.35 PSF RATHER THAN TFC PORCH SPANNING BOTH MODULES IF PORCH 5'PAN3 B 2x4 SPF•2/al 916°O.C.50/fi0 P GSL )-BEAM HANGER. W00 M00LL.E5I REPEAT SAME PORCH 2x4 SPF a2/al 9 1Z"OD.90 PSF L STRIP OR JO G JOIST FASTENING IN BOTH MODULES. % _ 12 w tmla) YWALL E GDmER-TO-STUD COLUMN d COLUMN 3 TO-FLOOR-RIM JOIST CO ON-"E" 2x3 SOFFIT SUPPORT I - RLT FLR/CLG DETAIL MODULE SEE CHRRT BELOW SITE.3NSTALLmG INTERIOR FLOOR RIM-TG- UNDATION 35 5 PSF GSL 2x6 SPF a2/el SCALE 3/i"=1'-0" CONNECTION"G'. SEE T BELOW. 3 21 2xfi SPF x2h1 2x3 NAILER p/2�xgP P Gv�l DETAIL #4 D SO�OFC1 T5-�uR0 ONNECTION°D° 90 PSF GSL E GIRDER-TO-SI EL CO MN CONNECTION'E". MANUFACTURER SUPPLTEs RIDGE SEE CHART BELOW PERFORATED SOFFIT SITE INSTALLED I I VENT FOR FIELD INSTALLATION 2x2 NAILER,ENDS ONLY,SITE INSTALLED I I ALUM.COVERED BY OTHERS AS PER MANUFACTURERS I I BLOCKS INSTRUCTIONS _ _ $ $ F STUD COLUMN-T UNDATION SUPPORT COLUMNS-T-T MAX-35 PSF GSL CONNECTION"F" SEE CHART BELOW. S' MAX-50.IE d 90 PSL GSL SUPPLIEDUP I I �I jl jl SUPPLIEDRND FIELD INSTALLED TD,WITHSTAND AXIAL LBUILDER.COLUMN �ST BE OF 120 La FIELD INSTALLED RIDGE VENT DETAILS ALL MEMBERS NENTLY EXPOSED TO THE 4 or 5/12 HING PORCH 00 FIELD WOR s : 1 1/z'=1'0" scRLE: I 1/211=11-011ELEMENTS 5 BE PRESSURE TREATED PORCH FLOG LUMNS, FLOOR,RAIL ETC. THIS ROOF IS ED FOLDED BACK UP ON HOUSE [NOTE aD ET I # PREMRNUFRCTURED WOOD FLOOR TRUSS MAY BE PRO ED AND INSTALLED BY OTHERS ROOF AMID INSi ED ON SITE BY BUILDER BY O'THERS AT 16"OR 192°OC MARRIAGE W MODUL PORCH O PEAT BE DOVWIDED AND HOLE BY NS MODULARAI E WALL SEE TRUSS MANUAL F TRUSS DESIGN DRAWINGS DECKLING DETAIL #7 MANLFRC ER TYP 2ND FLOOR Nr vir A 5 TRUSS-TOCONNECTION'R'. .T CH C D COLUMN- FOUNDATION - - - -BEAM HANGER,W000 LEDGER I-BEAM HPSV __ ___ _ __ ONNEL'7ION'(' SEE CHART BELOW ' OR J0157 HANGER OR JOIST CEILING AST STUD COLUMN-TO-FOUNDATION HERDER-TO-STUD COLUMN CONNECTION°B" CONNECTION"C". SEE CHRRT�w SEE CHART BELOW. P MANUFRCTUfCED WOOD TRUSS -BELOW. (BY 0 S)AT 16".192"OR 24°0 C SEE SPECIFICATIONS MRNURL D ALL FOR TRUSS DESIGN ORRWINGS END PORCH NDITION - P RN VIEW I PREMAM1FACTURED WOOD FL TRUSS SCRL 1 1/2"=1'-D" BY OTHERS AT 1s"OR 19Z FASCIA SEE TRUSS MANUAL FOR TRU55 DESIGN ORA 221,OR 2x6 TOP TE SOFFIT �I TYP 15T FLO SID WALL CONNECTIONS MATEWRLL CONNECTIONS BLOCK E—pJ 1 1/2°x 9 MICRO M BERMS FOR 90 P5F G51_ ��j ROOF TRUSS-TO-HER CONNECTION"R" RpOF TRUSS-TD-GIRDER CONNECTION°0° ALUM OR VINYL f37 1 1/2"x 9 L MICR M BERMS FOR 90 PSF GSL SOFFIT(VENTED) ."I SUPPORT COLUMNS-1 "0 SUPPLIED RID FIEIJJ WIND SPEED WIDTH CONNECTION SP® HWIDTH CONVECTION INSTALLED 8Y BUILDER OL MUST BE ABLE TO- WITHSTAND RXIAL LORD DO LB TYP SEC ON T RU CARPORT TYP SILL PLATT: I HANGER W000 LEDGER - ZBv NAS EACH END. WIIH(7)11 dx1S 90 6 Z8.31 6 (4)10d WITH(S). NAILS➢V GIRDER PROVIDES BEARING SURF OR JOIST HANGER 90 IDD 31v (4)lOd IN TRUSS CRLE: v2'=1'-0" ¢ 31v LS EACH END.-SAP WITH CD no Ind = 28v W5211 WITH(2D IOd X LSNAILS STEB COLUMN(TYP] IN GIRDER,(8)10d X LS IN TRUSS Z M751fi TWIST-STRRP WITH CI)10d dS HUS28 WITH(2Z Id NRILS NAILS EACH Elm TEXT SIDE FIDRI, 6 IN GIRDER, o sY(3 (B)IDd IN TRUSS.(DBL GIRDER REDD) / • O 3Lv _ OPTIONA FL TRUSS DETRILS 2ev N7SA TMR-�' Bdx1S U 100 6. NAILS EACH END ODIT SS IDE HDR) 2Bv d F0.1528 WITH Q2)IDd NAILS IN GIRDER DETAIL #3 FASTEN F F�WITH[D l6d '%- m W 110 LSTRIS STRRIGHT-STRAP WITH(7) d Z 1z0 31v (81 10d IN 7RU55 (DBL GIRDER REDD) E ^ Z 31v NAILS EACH END EXT SIDE HDR) Z , _ - O NAIL PER RAFTER CONT.RIDDGOTE aE VENT IN Z H25A TWIST-STRAP WITH(5) Bdz O �N ON " DIES_ DETAIL #9 Tp ROOF pE ER FLANGE SKYLIGHT 15 THEN O NAILS EACH END 0NT SIDE Fm U - OR DOUBLED-TRUSSES,INSTALL HUS210-2 FOR HONO ALUM.FASCIA (NO NAILS BE INSTALLED THRU FLANGE AS U U55ES,AND LUS28-2 FOR STORAGE TRUSSES - APPLIES)TO d IS-FELT INSTALLED 2Bv IMTS16 TWIST-STRRP WITH CD - STORAGE TRUSSES ONLY,AN LUS210 HANGER MAY SHIND43TRIIFn W/ST UP TO FLANGE d MORE NAILS EACH END EACH SIDE ER. SUBTITUTED FOR HUS28 HRNGERS SPECIFIED METAL STRRP OVER FELT 6 SHIN s PRESSED IN PLACE )Zp LSTA18 STRRIGHT-STRAP C!)100 ER-TO-STUO COLUMN CONNECTION"E° AS HINGE - NAILS EACH END EXT SID RL 6 33v MTS16 TWIST-STRRP WITH 10dzL5° - WIND OUSE CONNECTION SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL NOELS EACH END<IM ImRI lil SP® TH TOP CHORD PERFORATED SOFFIT SKYLIG D )ASl1• CURB MANUFACTURERS HEADER-TOCOLUMN CONNECTS "B" 90 v 6 (21 L`STR1B SfRAtGHT-STRAPS W17H SCALE: P'--f IAP)" WIND HOUSE CONNEC Z v (57 10d NAILS ERCH END s.0" = SP® WIDTH _ OH 28 (2l LSTR18 STRAIGHT-STRAPS WITH OFPAMMFN(OF MTF CODES UMSION f- 100 3 (6)10d NAILS EACH END. ALM.W1T231.00m 28v d m L.STA18 57RRIG TRAPS WITH L) slamoaMpmnl�lm.s�1dd��..9°dd or e>< pZ 90 31v (7)l NAT C EAC 0. Z f21 LSTRLB STRAIGHT-STRAPS WITH M1�87 ?nl3-fo3 Iz ° H 28v (7)lOd NAILS EACH END usxe "°°ea°la f- (2)LSTR16 WCH -STRAPS WITH Z 110 ea�.ee vam+r= FLASHING U 28v l7)lOd NAIEND. O 31v LSTA38 STRAIGHT-STRAPS WITH �m® DET Ld 100 (3)LSTR18 -STRAPS WITH U Ipd NAD--S EACH END. Z 31. °eu D "B" O IDI lOd NR➢ END 120 2Bv 6 f STR18 STRAIGFfT-STRAPS WITH I--1 31v (51 d NAILS EACH ENO SCR 1 v2'=1'-O" U 110 R 28v& (37 LSTR18 LILT-STRAPS WITH STUD COLUMN-T OUNDRTION CONNECTION 7- 7/12 120 BIV (7)lOd N EACH EID WIND HOUSE 2z4 MIN BLOCK STUD COLUMN-TOTION CONNECTION°C° =- SPEED WIDTH CO��ON - 7/16°AGENCY RATED 5!-IERTFflTIG OR EQUAL WIND HOUSE OPT el MSTCM40 FND STRAP TIE PRE-CUT FOR SITE INSTALLATION BY BUILD U SPEED WIDTH CONNECTION Z W17H 114+6d SINKERS IN COL, SIDING OR EOURL SUPPLIED PRE-CUT F = 90�Nru 28v 6 (101 L4 -L4O 7)TENS IN ENO, INSTALLATION BY BUILDER - 2x4�BLOCK OPT a MSTCM40 FND STRAP TIE O Z WITH 47 S6d SINKERS IN COL U 31v O 90 6 28v 6 !>m z 2-L4 71TENS IN FNO OPT e2- BRJ FND HOLO-DOWN DET DETAIL #6 U SOD "OR WITH(-F UN NAILS I COLUMN BLOCKING ALONG TOP CHORD LSTFIDBRJ FND HOLD-DOWN FLOOR RIM JOIST-TO-FOUND ON CONNECTION°G" 5/12 OF TRUS5 FDR SHEATHING W QO)8d SINKER NRILS IN COLUMN - WIND HOUSE "B" NAILER.BLOCKING 15 2x4 Z SPEED WIDTH i, CTION AT Ifi OC MRX AND IS el-MSTCMSO FNO STRAP TIE FOR ON-SITE FRS G REQUIRED OF SO FPSF.A Z MIK O Q6)16d SINKERS IN COL (2)FSR FND TWI STRAPS WITH(B) SEE, 71 U 116 2Hv 04)1/4 x 2-1/4-TITEN5 IN FID. ZO 90 thru 28v S 10d NAILS IN RIM I (2)Irl" ANCHOR BOLTS IIJ PFR FSR THE INT. CONT. GE VENT THIS DETAIL 31v OPT e2-L.STH010RJ FNO HOLD-DOWN L) 120 31v FHID WALL ONEONEAI FSA ALLED ON p pR CONTINUOUS VENT SEE a1 FOR SNOW DOUBLE TRUSS EACH SIDE FOR WITH Q8)8d SIKER NAILS IN COLUMN THC EXT OF FND W 9�� dU � ZONES OF 40 R MFBL LL OF 80 PSF.SNOW �( ( .V�'h 2s4 TO f2l 16d NAILS PSF LLMAX ZONES EXCEEDING 80 PSF LL FROM TO 2x4 RRIL _ SHALL HAVE(3)TRUSSES ERCH U HOUSE LE55 THAN 28 FT IN WIDTH TO USE 28 FT CONNECTION SPECS MASTER SERIES SME' Z) 'WORST CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS, PO -- 22 1/2°MRX ��MRX NUMBCONTIN�G OF PU ON LL BE DEPTH D SITE CONDITIONS. SEE CRLC MANUAL SECTIONS 2563 AND 2SES FOR SPECIFIC SIDEWRLL CONNEC S. OF TRUSS. SEE MANUAL SECTIONS 2563 AND 256.4 FOR SPECIFIC MATEWRLL CONNECTIONS. RLL MODELS 31 SIMPS CONNECTOR VALUES USED ABOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR ABOVE _ FARMING DETRILS MUNCY HOMES, INC. - DETAIL "B" 5 OR 7112 TRUSS AT 24"OC 5 OR 7/12 TRUSS AT 16" OR 192 1567 PR ROUTE 442" O.C. MUNCY. PR 17756 -- SCALE: 1 vz'�i'-o° TYP. RTTIC ACCESS AND SKYLIGHT FRAMING C N T RU OFFSET OFFIELD I WOR DRN BY DATE SCALE REV SHT. 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JaleaJ6 Jo Jnoy Jed sallw 0 6 6 s! paads pu!M olseq eql aJaM au!I :sono o se adeosa Aoue6Jawa a euado auo sea a �_.. - D p II 1 Iq 1 l 1 a Jalenn yfi!y Ielseoo ay110 al!w I. u!yl!nn suo!6aJ auoJd aueo!JJny aney Heys wool 6u!daals AJana pue coeds algel!gey yl!nn sluawase8 '16 -ulyl!M Seem) suol6aJ slJgap auJog-pooh ui paleool s6u!pl!nq u! sMopulM 'ZZ S10N Duo UISN®^ 1VEM 3 9 FASTEN SHEATHING TO fasten sheathing to header with 8d common or HEADER WITH 8d COMMON wgalvanized OR GALVANIZED BOX NAILS box nails in 3" grid pattern as SIMPSON H2A STUD IN 3"GRID PATTERN AS SHOWN shown and 3" O.C. in all framing SI STO IRAFTER CONNECTOR ( studs, sills & blocking ) TYP CONTINUOUS HEADER OVER FRAMING vz"WOOD STRUCTURAL See � Q SIMPSON A23 i M, . • PANEL WITH 8d NAILS @ 3"O.C. A & B this 9 p W n _ (2)ROWS ON EACH SIDE OF ANGLE EACH SIDE 2O a metal stra • w/ 7 8d nails ' OF HEADER WI VERTICAL ORTAL FRAME ON page THE Peach end TYP. (� 4-16D NAILS EACH END z WINDOW HDR (2)2 X STUDS TYP,METAL STRAPPING - See plan for AT OPENINGS size OR use solid post HORIZONTALLY ATTACHED fasten top plate PLYWOD SHEATHING SHALL HAVE SOLID PLYWOOD SIMPSON A23 ANGLE 20 ga metal strap to header with two W BLOCKING @ ALL PLYWOOD EACH SIDE OF WINDOW SILL with 14-8d nails rows of 16D sinker O z Z JOINTS framing size; nails @ 3" o.c. TYP w J SIMPSON A23 ANGLE DETAIL A see floor plans EACH SIDE OF WINDOW SILL HEIGHT 16;� min one story Z U) 1 , 24 min. for use For a panel splice Q W 1/2 thick wood in the first of J 2 Q MINIMUM NUMBER OF JACK �� STUDS AS PER WFCM TABLE two story Structures panel edges shall be �1 �/� 3.22F. FULL HEIGHT STUD Continuous ry �/J REQUIREMENT FOR HEADERS blocked and occur structural panel AND WINDOW SILLS AS PER pwithin 24" Of mid- W = WFCM TABLE 3.23C&3.23D sheathing. height. one row of (� 0 l �., I' HOLDOWNIS IN ACCORDANCE t {` Typ. Sheathing to 1 aC U m WITH WFCIM MANUAL.PROVIDE i.i framing nailing is OfAT ALL BUILDING CORNERS NAILING AS PER SCHEDULE, required. If 2x4 Q C� WFCM AND DETAILS THIS PAGE. RIM JOIST RI Simpson HDU5 blocking is used, Ur' each side of the 2x4's must be garage openings nailed together C,6 U) SILL STRAPPING SEE (SHEATHING- See details this Typ. Anchor Bolt with 3-16d sinkers z Q DETIALS ON THIS PAGE FRONT SIDE) 1420 GA STRAP page = Q z W/7 8d NAILS IN EACH END � _J O END PORTAL CENTER PORTAL END PORTAL ry 0- TYPICAL TYPICAL ELEVATION WALL PANEL DETAILS BETWEEN 0 W V WALL TO HEADER STRAPPING DETAIL B GARAGE DOOR OPENINGS AND AT EACH CORNERS 2 z BACK SIDE OF THE GARAGE. NTS 0 � 0 O � z � &DUIOLDOWNS J O O 1-1/4" gale. x 20 gage 2-16D NAILS @ 6"oc ANCHOR BOLTS SIMPSON H2A coil strap with (5) 8d common 3-CORNER STUDS ~ V 1- nails in each end at each rafter. CONNECTED TO at each Rafter. With 4 Ft Perimeter TRANSFER SHEAR`---� � � (8) 8d x 1-1/2" nails in Rafter LOAD � 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES • (6) 8d x 1-1/2" nails in plate Nail spacing Nailing-See Nailing Each Rafter on Each side IL � � � (8) 8d x 1-1/2" nails in Stud TYP.ROOF CONST. • Schedule Dwg-1 of Ridge to have a Simpson LSU skewable hanger. SIMPSON H2.5 EA. RAFTER TO TYPICAL HOEDOWN PLAN HEADER DETAIL (@ GARAGE N.T.S. FA DOOR CORNERS 1-1/4" x 20 Gage Metal Coil C a) -1-1/4"x 20 GA C O C v) `C Strap with (7)-8d common nails GALVANIZED STRAP j = O M 4) in each end. catch jack studs Less than Look Out Blocks °° THOUGH COLUMN,NAIL -o 2 -0 and window or door Header. or Equal Gable End Wall ° TO TOP HEADER AND - • F• =- Typical each side and ALL t0 12 °' BOTTOM GIRDER WITH C Ile �� ° , (5)SD NAILS MIN. HDUS HOL.DOWNS C C v o Co Cn '— ' W/518"ANCHOR BOLTS � v v.� 5 c tT� windows and doors. D RAFTER-TO-STUD CONNECTOR & RAKE OVERHANE LIMITS - LOOKOUT BLOCKS COLUMN o � (n0 o o E- - SEE PLAN FOR SIZE O JACK STUDS TO HEADER TIE NTS L o c L An a) �• CU a) —0 " r- cn NTS TO RIDGE STRAP ' a� 'c� � � cEom NOTE; 8d COMMON NAILS ARE NOTE:RIDGE STRAPS ARE NOT REQUIRED ; TYPICAL HOLDOWN PLAN H a a a L_ WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 ' DETAIL BETWEEN GARAGE 2-1/2" LONG ARE LOCATED IN THE UPPER THIRD OF THIE ATTIC DOOR OPENINGS SPACE AND ATTACHED WITH 4-8d COMMON NAILS N.T.S. IN EACH END TYP.DECK TYP.EXTERIOR WALL ; SEE PLAN Holdowns are required at CONSTRUCTION.REMOVE each end of aerforated Q 1-1/4" x 20 gage G-185 SIDING AT LEDGER p g g PRIOR TO INSTALLATION SIMPSON ABU44 BRACKET shear wall. When full height Hot Dipped Galvanized Strap 4X4 TREATED FOR PT POST shearwall segments meet at z with (6)-8d common nails ALL THRESHOLD CAREFULLY POST W at each stud, wrap under sill I FLASHED&CAULKED TO CAR I AE BOLTS 3-Corner studs shall be permitted to Ibewn a corner. A sin and nail to back of each sill. N Nail to back of each stud PREVENT CARRIAGE BOLTS T /,—Nail Z GRADE 1/2"x12"LONG STEEL connected to used to resist overturning "L I WATER INTRUSION Strap may be attached OVER I ANCHOR BOLT SIMPSON H2.5 @ transfer shear forces in both directions o i�,a c ` n \ e ` n \ n \ n \ N �� 1 the plywood OR directly to CONTINUOUS FLASHING EXTENDED z .°. EACH JOIST TO GIRDER load when the walls are fastened _ - o PAST JOIST HANGER as-per detail this page. 1 Studs. — — IMPSON BCS POST 6 p p g =III=III a 16"CONCRETE PIER 36"DEEP CAP @ EACH GIRDER TO JOIST i-III—III • ;"; GALV.DECK HANGER � MIN.TO VIRGIN SOIL 2-16d Nails =III „ P.T. YP. HDU5 SII " •"• ATTACHED PER CODE PPOST @ " O 6 .C. z ;; SIMPSON ABU STAND OFF HOLDOWN W FOUNDATION-SILL-STUD t 2X P.T.LEDGER;ONE SIZE GREATER -� POST BASE WITH 112"ANCHOR BOLT Q co INTO DECK PIER-REFER TO Preservative-treated STRAPPING ,�, THAN JOIST AND NO GREATER FOUNDATION PLAN FOR SIZE ( CO Applies to Garage Wall and �Ln :y THAN THE DEPTH OF BAND JOIST P.T. POST TO CONC. PIER & FOOTING 5/8 Simpson barrier required for O ATTACH TO BAND JOIST WITH CONNECTION ICl7 COVERED PORCH NTS SSTB Slab on Grade Construction •, 1/2"DIA.LAG SCREWS AT 16"OC connectors in contact tip of lag screw shall fully extend beyond SIMPSON ABU Installed in accordance Anchor Boltwith treated wood O e the inside face of the band joist, with Sim Specifications per manuf. Specs Z BEAR NOTE"MIN.12"ON STUD OR ALL STRAPPING LL Simpson p TYPICAL PORCH STRAPPING FOR HOLLOW COLUMN and NYS Code RAFTER FACE TYPICAL TREATED SILL PLATE(S) DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. TYPICAL SIMPSON HDU5 CORNER HOLDOWN SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION ON CONCRETE AND BETWEEN GARAGE OPENINGS �H OR MANUFACTURED FROM G185ORZ450 GALVANIZED STEEL. LEDGER BOARD ATTACHMENT TO BAND JOIST NTS �✓ NTS N i ~ W 100 � o oAo y�Q; s' D Q W �.. OU C- z 0 •• 0- •° One#4 rebar in Shear, MIN O z Z 12" rebar lenth ^ Q A ------- z U) Q W 59'-6%" 41_2" J 2i O nd "3'-3 O Distance W v! = (1\12" min. from corner) El Fc-1 QU CO --------------------------------------------------------------------------- .----------------------------- - ----,----------------------- , , Q Z) co a DROP TOP OF CONCRETE c AS REQUIRED FOR SIMPSON STHD14 SWING DOOR,SEE PLAN i ; FOR SIZE , , , , NYS Q 9'-103/" ; = Q z UJO BASEMENT WINDOWS O w U [A] LOCATED AS PER OWNER B❑ UNEXCAVATED ; ; a' 7 14'-1'/" D ; ; A TYPICAL GARAGE SLAB 0 � z ___________________________________________________ 24X16_SLIDER------------------------------------------------------------------------------- ---------- - - - ------ CR ----• UJ/ 6X6 W4,0 X W4,0 WLUM O z J ® ; PITCH 5LAe - 1/4" FT TO ' .---------------------------------------------------------------------------------- ' - -----------„---11---------- ------------------------------------ ------ fsARACsE DOORS n ; ; ; e J Q O SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING _a ; -I , ” , A o 0 _--��16 X 6 P.C. PIER 04 Ll.. -� Q = R406.1 Concrete and masonry foundation dampproofing. `r q 58'-10'/z' AT MIDSPAN 3 `� " E F "I �- U F- Except where required by Section R406.2 to be waterproofed, 22'-10" (n foundation walls that retain earth and enclose interior spaces W; O 0 and floors below grade shall be dampproofed from the top of o; ; LL LL U) the footing to the finished grade. (Masonry walls shall have not o, o UNPIN. BASEMENT in ; less than 3/8 inch (9.5 mm) Portland cement parging applied to TYPICAL INT.FOOTING/COL t+) CO, BASEMENT SLAB-4" 30"x 30"x 12"THICK N DROP TOP OF CONCRETE ' the exterior of the wall. The pargiing shall be dampproofed in It X; ; CAST-IN-PLACE SLAB CAST-IN-PLACE CONCRETE ; ; AS REQUIRED FOR accordance with one of the following: N' TYP ON 6 MIL VAPOR BARRIER FOOTING&4"DIA STEEL GARAGE DOOR,SEE PLAN ' ON MINIMUM 4"COMPACTED COLUMN ; ; FOR GARAGE DOOR SIZE 1. Bituminous coating. ; i CLEAN GRANULAR FILL i ( 1 _ 0 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. c O c c 0 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. CO C � m 4. Any material permitted for waterproofing in Section R406.2. �; � . . z, CL rn Beam Pocket 5. Other approved methods or materials. `r -----------------------------; BeamPocket(tYp) i------ -----i -----i steel shims i---------------------- ea----- "------------------------------------- -oo - -- -------------------- c i A voc' O � :L V) CT co steel shims as req'd , (3) 1-3/4 x11-7/8 LVL : q • 0 0 o Z o Exception: Parging of unit masonry walls is not required where ti ------- ------------------ -_ , ,- — - — - — - — - -�- - �- ; =—=— - — - ;—�--; - — - — - — - — --e - -�-- - — - — - — - — - -------- ------ --- --F---------------------------------------------------'-------------------------- -c Q- °' 0 6:E `o a material is approved for direct application to the mason `~ I' M� I I ; ; �' a o tm pp Pp masonry. �A •--- -- •-- - ---• •-- ---• ,� - 'I a m o � Cn g (-s c 3 I I I I M o � L •- ,� a,�. � • o Concrete walls shall be dampproofed by applying any one of II " -° o c o Mn the above listed dampproofing materials or any one of the I ; 91-811 9-8 9-8 91-811 '� ch 'I 7'/" a) c q I I I z CA- r- � c E 00 cm: waterproofing materials listed in Section R406.2 to the exterior �l, , , ,I F- o- 0 M o 07 of the wall. ' • I ; I I 2 - 2x10 P.T. ---, 2x10 P. - I A ------- .T �— - - - ' I ..1— STAIR OPENING 2 - -/ ; a, GIRDER ; I I REFER TO ;GIRDER _ l ' ' I I MODULARo ;PLANS , , p SECTION R405 FOUNDATION DRAINAGE I REFER TO MODULAR PLANS ' I I "'SMOKE FOR FLOOR FRAMING 'I R405.1 Concrete or masonry fouindations. I I ; I I a ALARM II Drains shall be provided around ,all concrete or masonry foundations I ` - ' - ' ' 1 11 El ' that retain earth and enclose habitable or usable spaces located I c© ALARM below grade. Drainage tiles, gravel or crushed stone drains, I ; 381_81' 1 1121 _2" 'I perforated pipe or other approved systems or materials shallI I A ; -------------------------------------------------- — ' 8„ II be installed at or below the area -to be protected and shall •-------------------------------------------------------------- A �• r i discharge by gravity or mechanical means into an approved ' — - — ' - "' s - - — ,' ------------------------------------------------------- --------------------------------------------- drainage system. Gravel or crushed stone drains shall extend T 2 - 2x10 P.T. GIRDER---------------- --- 2 - 2x10 P.T. GIRDER '- at least 1 foot beyond the outside edge of the footing and I I 0 TYP.DECK LEDGER o [-A] II 6 inches above the top of the footing and be covered with I, O SEE DET. ON DWG 2 o I T_ o 431/211 o an approved filter membrane material. The top of open joints of I I U �° v I N 1w- drain tiles shall be protected with strips of building paper, and oLu W I �I= O the drainage tiles or perforated plipe shall be placed on a -1 I I 8'-0" N 8'-0" 8'-0" 8'-0" 8'-0" to 8'-0" 8'-0" II z minimum of 2 inches of washed gravel or crushed rock at least 1 N X04 D m o one sieve size larger than the tile joint opening or perforation I' O O 'I w w u.i and covered with not less than 6 inches of the same material. -' a > Q 2 - 2x10 P.T. RDER ,- Exception: Adrainage system is not required when the foundation s- '- - - - - - - fl-;= - - - - - - - - - —T'�'% c Un is installed on well-drained ground or sand-gravel mixture soils according to the Unified Soil Classification System, Group I Soils TYPICAL DECK FOOTING as detailed in Table R405.1. 16" round concrete poured 81-011 pier footings to virgin soil, 4" Treated post anchor 10'-0" 40'-0" 10'-2'/2' 23'-6" R406.2 Concrete and masonry foundation waterproofing. -See details on drawing-2 In areas where a high water table or other severe soil-water strapping for stra in and NOTE: ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE MODULAR AMNUFACTURER PRIOR TO START OF WORK. ~ conditions are known to exist, exterior foundation walls that uplift connections. retain earth and enclose interior spaces and floors below grade shall be waterproofed from the top of the footing to w the finished grade. Walls shall be waterproofed In accordance with one of the following: FOUNDATION PLAN 1. 2-ply hot-mopped felts. SCALE: 1/4" = 1'-0" w ° 2. 55 pound (25 kg) roll roofing. C' REFER TO MODULAR PLANS SUPPLIED BY MODULAR COMPANY 3. 6-mil (0.15 mm) polyvinyl chloride. ►--a- a �, 4. 6-mil 0.15 mmpolyethylene. FOR STRAPPING & ATTACHMENT OF DWELLING TO FOUNDATION. TYPICAL FOUNDATION HEIGHT PER TABLE R404 ( ) TYPICAL FOUNDATION TYPICAL ANCHOR BOLT 8-0 High Foundation Wall In accordance with chapter ^ 10 5. 40-mil (1 mm) polymer-modified asphalt. In accordance with chapter 4 of �,,,) 6. 60-mil 1.5 mm flexible polymer cement. Maximum Spacing: 5/8" @ 32" on center of New York State Code. BASED ON TABLE R404.1.1(5) pQ b 0°O ( ) p Y New York State Code. 8" Poured " ­.4 No embedment of 7 with 3 x 3 square washer. SIMPSON STHD14RJ 14-16d SINKER NAILS Maximum backfill Height @ 7-0 feet: use 7. 1/8 inch (3 mm) cement-based!, fiber-reinforced, waterproof Concrete Wall with 2- # 5 Bars To FA " " '� a =fl "`�. ® o M Top Hold 12 off corners and hold 4 to 12 off FIELD PROVIDE AND INSTALLED ON SITE ( 16 LOCATIONS A. 8 poured concrete wall on 16 x 8 Concrete wall footing, �/ .� coating. Of Wall on 16" x 8" Poured ) p g' G ' J each end of each sill plate. SEE DETAIL THIS PAGE AND MODULAR PLANS FOR DETAILS OR 8. 60-mil (0.22 mm) solvent-free liquid-applied synthetic rubber. Concrete Wall Footingwith 2- # 5 Bars ,_ „ As per WFCM Tables 3.2A,B&C B. Backfill Height is greater than 7 0 feet: use , continuous in Footing, 2-2 x 6 ACQ ® SIMPSON HDU14 W/ 36 - SDS 1/4" X 2-1/2" SCREWS 8" poured concrete wall on 16" x 8" Concrete wall footing, " All joints in membrane waterproofing shall be lapped and sill plates, Sill seal, Copper Termite Shield. sealed with an adhesive compatible with the membrane. All foundation walls to extend AND 1 " THREADED ROD W/ 10" MIN. EMBED IN FDN. With #5 Rebars vertical @ 47 " on center max. to virgin soil and be full height walls SEE MODULAR PLANS FOR DETAIL. Or poor'./� or step footings 1V- 2H per code. SIMPSON HDU5 W/ 14 - SDS 1/4" X 2-1/2" SCREWS �'�T aAND 5/8 " THREADED ROD W/ 10" MIN. EMBED IN FDN. WN SEE DETAIL ON DWG-2 0 Q W CL U Ov CL Z O � CL � vz ° zQ LL J Z W2 120 CL O U) w = O QUJ � Zm 24'-2" D co . CONCRETE PAD U) TYPICAL ON GRADE. TYPICAL Z Q HDU5 _ HDU5 = <'C Z HOLDOWNM HOLDOWN U —j ° - � �- F— 002-2x8 ° W V x CL2 � x GARAGE -------------------- o Provide 5/8" Dire Rated Gypsum O Z o Zo o wallboard on walls and ceiling of _ ° ~ Q garage as ped code section R309. o ILO ° �,, z J I �: Were garage,abuts dwelling-use N 00 En o 5/8" Fire Rated wallboard on garage— X —� <[ O Cn _o o side and'/z" ire Rated wallboard once o V- —! O = m (M opposite side in accordance N t._ 0 0 I_ M with code section R309.2.1 & R702.3. � •a) Cn o Insulate walla common with Co U U heated areas; Horizontal Fire Rated �_ O ° ° N o x separations per R309.2.2 LL 2 LL (f) N N -------------------- — _ _ _ _ _ _ _ _ _ _ _ _ _ 2x10Ridqe _ _ _ _ _ _ _ _ _ 0 0 - N -p U -------------------- N O V ; E NEW o m ° ` - c o c CO `t 3/ Hour fire rated r° _ � N -1 CD 0 ai � o `� fl. .,r o _ oo - 'a 32X80 door assembly with .o o N x o Cn +; ; m self-closure, w/s and a -� °' N - o o ° Q- r insulated. m a' �, o ca 6CD a oc L O N Y i N N O p, U O -' O O O •- C1>'4' X N ; -CD V � OC' = � � .� Co CU Cn N aifC3 U C E O ca 6'-6" 10'-5" -' L_______Fi-6"_ 4 o 'a - ------- H m fl ca o a- 3 1/Z„ to ~ 3'-0" x 5'-2" _ T-0" x 5'-2" 60" wide ; TYPICAL wood steps to grade HDU5 HOLDOWN 7. 2x6 Rafters 46"ee PROPOSED MONULAR HOUSE 2X4 NQ lsis 15 0G. REFER TO MODULAR PLANS r 0 " C W N F- - 24'-0" z W cn cQ W W W U) Q ' ICY , G L t.X v1 coV WL Idlid staps tu quade NEW GARAGE WINDOWS 77 N HUNG VINYL - ,. _ ` - See page 1 general notes for code requirements. H ----- """'--"'-' TYPICAL RAILING MATCH MODULAR SPECIFICATIONS w _ _ _ 8" PERMACAST ----------------- - --------- 2x4 TOP RAIL IF REQUIRED. COLUMN ORAS _________ 2x2 BALUSTERS @ 4 W N oc C3 r— SELECTED BY down to grade 2x4 BOTTOM RAIL a OWNER as required 4x4 POSTS @ 60" oc. tn � f� 7" R & 11" T [^w, p >4 o 14'-8" 5'-4" 5'-4" 14'-8" 01o 81-011101-811 81_011 101-011401-011 10-0110 N t. -;C TRIPLE STUD KEY '} FLOOR TO FLOOR HOLDOWN 1 ST FLOOR PLAN 71 EXISTING WALLS SCALE: 1/4" = 1'-0" �— 2 NEW WALLS �A fso yO4� TYP. HDU HOLDOWN FLOOR PLAN VIEW 'SFO SEE ADDITONAL DETAILS ON DWG 2,3 "" < W CL (n >- OL) Ice and Water Shield consisting of CL O Z 2-layers of underlayment cemented 0 together or of a self-adhering polymer modified bitumen sheet, 0- shall extend from the eave's edge 13� (j W to a point at least 24 inches inside O z Q Continuous Ridge Vent the EXTERIOR wall line of the Building. PROPOSED MODULAR HOUSE LL „ J IDGE BOARD TYPICAL PITCH ROOF CONSTRUCTION REFER TO MODULAR PLANS PROPOSED MODULAR HOUSE Z U cc Class A Asphalt Roof Shingles w/ W G fasteners as per NYS R905.2.6 12 REFER TO MODULAR PLANS J :E O Match existing House Cn Ice &Water barrier as per NYS code �— O 12 section R905. Underlayment conforming W = U) 2X4 CT 16" OC to ASTM D 226,Type 1 rr� 7 @ ALIGN GARAGE Framing D per T ps with 1/2"exterior _ _ V U J OVERHANG WITH grade, span rated structural plywood Sheathing, Q (� 00 MODULAR HOUSE Nail to framing in accordance - OVERHANG. with the fastener schedule and uplift Strapping details on Drawing -1 ® ® ® ® Q co �• aoS TOP OF PLATE `) _. 's i' til L,I.i i'„ ( �I®'® �®� � L — TYPICAL SOFFIT CONSTRUCTION. Ili. L; I j (MATCH MODULAR HOUSE SPECIFICATIONS) — ® ® 3 OZS 41 Z overhangs to match exsiting-typical z Q ® ® J 6"Wood fascia &6"Wood rake boards. 1 1 - U z "azek" or equal trim Board i i 1 1 1 1 O C) metal drip edge, solid trim GARAGE ADDITIONi o Fully Vented Vinyl Soffits ; J i J L JF �- @ W -- 2CAR GARAGE - TYPICAL EXTERIOR WALL f = = = =ll = = = = = = =11 = = = = = _ _ _ _ _ _ _ _ _ _ _ _ _ = = = = =5 C = = = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 1 1 - 1 - 2 Z = 2 x 4 Doug-Fir Wood Studs @ 16"on center. U Double top Plate and Single Sole Plate. of O z i w Q 1/2" exterior Grade-Span Rated O F � Continuous Structural plywood Sheathing. Q TOP OF FOUNDATION Fastened per schedule on drawing-1 RIGHT ELEVATION LEFT ELEVATION r z J yp arage slab — — - — tyvec House Wrap or equal. Q O Pitch to garage doors :,. z A ton Siding to match house SCALE 1 /8" = 1 '-0�� LL —' uplift Strapping installed in accordance with SCALE: 1 /8�� = 1 �-O�r E— n C) •, •, WFCM 2001 manual and details on drawings �— U) 0r � TYPICAL FOUNDATION o o In accordance with chapter 4 of New York State "— O 0 O 00 O Code. 8"cast-in-place Concrete Wall on 16"x 8" LL 60 cast-in-place Concrete Footing ,� •� u 2 x 6 ACQ sill plates, Sill seal, Copper Termite Shield. Q All foundation walls to extend to virgin soil �; a• _ — _ — INTERIOR GARAGE FINISH Provide 5/8" Fire Rated Gypsum Wall Board E SECTION �' A on ceilings and walls of garage. C o cn o o CMaa) SCALE: 1/4" = V-0" Footing to a ` �' .(.0 9r- C be 36" below �, o.� Cn Ey. SEE DWG 1-2 FOR STRAPPING Grade Minimum & NAILING SCHEDULE ,�® � m 6- � U •- � Y @: N ` mo C _O �JL 4— O1 O Min NCD C: O C Mn a) in - .CO ILU a C a) ca M — C E O tv CONCRETE PAD F— 02 CL c0) co O 07 ' ON GRADE. ADD NEW REVERSE GABLES OVER TRUSS ROOF: 12 12 ADD NEW REVERSE GABLES OVER TRUSS ROOF: 2X4 RAFTERS @ 16" OC 10 2X4 RAFTERS @ 16" OC REAR ELEVATION 2X6 RIDGE, 2X4 COLLAR TIES @ 16" OC 10PROPOSED MODULAR HOUSE 2X6 RIDGE, 2X4 COLLAR TIES @ 16" OC TYP. ROOF AND WALL CONST. 77,1 REFER TO MODULAR PLANS TYP. ROOF AND WALL CONST. SCALE: 1 /8" = V-0" STRAPPING PER CODE STRAPPING PER CODE Ile u7 CONT. RIDGE VENT N W o Elf z ALIGN m RIDGESw w H J 5 12 125 ASPHALT SHINGLES W W U U) Gutters & Leaders ALIGN NEW PORCH as Req'd Typical 1H OVERHANG WITH — - --_ -- --_ - MODULAR HOUSE OVERHANG. H r IF 1111 11 00 W 10N U V FINAL GRADE - REFER TO SURVEY b oo I I I I I I I I I I Wood steps and lading I I I I - x b N to grade. handrail end I I I I I I Co �/ o I I I I I I I I I I I Guardrail to c ode I L J L I J L J L J L J L J 1- I J L J O PROPOSED FRONT PORCH ADDITION PROPOSED GARAGE ADDITION �;•jam' � �'/,�,��� .�1 - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -l� - -1 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - FRONT ELEVATION SCALE: 1 /4" = V-011