The URL can be used to link to this page

Home My WebLink About40500-Z �o�S�FFOt,��oG Town of Southold 7/27/2017 y P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39087 Date: 7/27/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 645 Holden Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-51 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/18/2016 pursuant to which Building Permit No. 40500 dated 3/1/2016 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 with covered front porch,rear enclosed porch and attached one car garage as applied for. The certificate is issued to Glover,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0008 6/20/2017 ELECTRICAL CERTIFICATE NO. 40500 10/12/2016 PLUMBERS CERTIFICATION DATED 2/25/2017 av' H Roy Jr ut o Signature o�gXsFFat/( TOWN OF SOUTHOLD BUILDING DEPARTMENT CA 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#: 40500 Date: 3/1/2016 Permission is hereby granted to: Glover, Thomas 604 Wishing Well Rd Wyckoff, NJ 07481 To: demolish existing dwelling and construct new single-family dwelling as applied for per SCHD. At premises located at: 645 Holden Ave, Cutchogue SCTM # 473889 Sec%Block/Lot# 110.-5-51 Pursuant to application dated 2/18/2016 and approved by the Building Inspector. To expire on 8/31/2017. Fees: DEMOLITION $640.90 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,027.60 CO -NEW DWELLING $50.00 Total: $1,718.50 Builds ector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: accurate location of all buildings,property lines, streets,and unusual natural or 1. Final survey of property with 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. l New Construction: V Old or Pre-existing Building: (check one) Location of Property: L� � �� At) -(-'t J(J A OVf cc House No. Street H Owner or Owners of Property: ��e, 6 to Suffolk County Tax Map No 1000, Section (0 Block Lot Subdivision =_Filed Map. S^ Lot: s _ Permit No. Date of Permit. Applicant:_ Health Dept.Approval: eto (to 60 0 Underwriters Approval: Planning Board Approval: V Request for: Temporary Certificate Final Certificate;_ (check one) Fee Submitted: $ _ Ap licant igna e r3f so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.richerta-town.southold.ny.us Southold,NY 11971-0959 C®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glover Address: 645 Holden Avenue City: Cutchogue St: New York Zip: 11935 Budding Permit#: 40500 Section: 110 Block: 5 Lot. 51 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 Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200 Heat GAS Duplec Recpt 7 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200 Switches 4 Twist Lock Exit Fixtures 11 TVSS Other Equipment- Modular House - NY State Approval #19-64821, 9-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: October 12, 2016 0-81-Cert Electrical Compliance Form.xls Town Hall Annex %':` Telephone(631)765-1802 54375 Main Road °- Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 On BUILDING DEPARTMENT D TOWN OF SOUT OLD DD JUN 2 9 2017 BU MING DEPT. ; TOWN OF SOUMOLD CERTIFICATION bate: ®:21 Building Permit No. 5-0 C) �6�'� a�� 4 L/e- Q�� cr" a Owner: 6.,loARC (Please print) i Plumber: 1 (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. c� i ( tubers Signature) Sworn to before me this day of;�A- 20V—� 1 i i Notary Public, County CHRISTINE LAWRENCE Notary public,State of New York No.01 LA6301084 Qualified in® Comm ssion ExpiresAprilolk ileApr14p - g , rjf so 17L cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ZFOUNDATION IST AOUGH- PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR IN. V f 40 �y�OUM`I,O� TOWN 'OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FJOICANDATIONAST [ ] 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: ol awl DATE 05 Of 1,16INSPECTOR 30Ujy�lo • �o rl V 0 V 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 GD INSPECTOR - oF so�Tyo coUNT�,Occ� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPEC 7]IROUGH 10-N [ ] FOUNDATION 1ST [ PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) RE ARKS: i�mevt, DATE �� INSPECTOR rsf s 0 u TOWN OF SOUTHOLD BUILDING .DEIPT.- 765-1802 INSPECTION ,- [ ] FOUNDATION IST ROUGH, PLUMBING [ IF ',�NDATION INSULATION FRAMING RAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING C D AT E oalx�-5/-A: INSPECTOR- ??:� r os� �pF So H O i holy 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:®r [S tl�r z S rv� r,. r,� s:Gl f &00/ Awl,,r a'r'yl S 1 At A4 b614 's ra4�, DATE INSPECTOR �o��o uTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �D REMARKS: I✓ I ' lh�'1 Vl V v �l fstrol , sit[ 4- WI, fu I� DATE INSPECTOR _�-�--,-- -_i-^--e---- - ^-:—t-'=--..-_,—^,''-i-w''S�°'_-''"'.e'er""'%',',•.T--'' ----'-,-�'--q;--+�.__- _t E,, �'xi,j^•'''''�'r. °' , _ r �;�., Le�,'v`a': ",t..'� .r">f: ` ' ; ,i 3' 'rC ci'i4� t'Ff' Seri 1cl},f[arf, _ r" •W � - 4 tip' Lr.;�'i�'e -'4. ,,�� - „ _ .�«. {, _ ',5� y• ','`'�j '••tl `�";y.,•..aEI„ �• 'eT •�,:,-r`, '2 .^'":C` -.• 1 TURN-KEY MODULAR HOMES , ' 225 Blossom Lane Phone:631-287-7010 Southold, NY 11971 Fax: 631-287-7010 simckay@optonline.net 3-1-16 Southold Building Department, I, Scott McKay, inspected the Glover property on 2-29-16 and found that the deck of the shed, shown on the survey,had been removed years ago. Ken Woychuk Land Surveying had picked it up on an old survey and plotted it by mistake. Thank you, Sco McKay nD D Turn-Key Modular Homes Inc MAR " , 2016 Scott H.McKay President BUILDING DEPT. TOWN®E SOLOED is 1 t p . . . • . � • 1 !� r • c t �- tIN$TJL.ATION STATE BNERoy • r LAM MPT ft a Zi/T r t /TWA ol — v�� p Miff, �!E .�► # /FAL . L i , .n;l�/ ►✓ • S � a� • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL %--,Board of Health SOUTHOLD,NY 11971 ��sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 6 Latrvey SoutholdTown.NorthFork.net PERMIT NO. JJ t-Check aephc Form N.Y.S.D.E.C. Trustees fib.Application Flood Permit Examined �„J 20 Single&Separate Q.% rm-Water Assessment Form Contact: Approved 201_y Mail to: Disapproved a/c Phone: xpiration Fr ' I ` Buil g ins for FEB 18 2016 I I APPLICATION FOR BUILDING PERMIT __ I Date r ` ,20_/Zl I INSTRUCTIONS - - a 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 interun,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 ode,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ! i due of applicant ore,if a corporation) Mail' a dr s a plic t 561 4 State whether applicant is owner,lesseAOrchitect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 74� WW L �— (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. L- 00 s Plumbers License No. c7 s�2 Electricians License No. j 2 2.Q Other Trade's License No. 1. Location d on which pro,po ed wor) 1�1-be done: p . O House Number Street Hamlet County Tax Map No. 1000 Section 1 (6 Block J Lot >~ Subdivision Filed Map No Lot r 2. State existing use and occupancy of premises and intended vse and Accuancy of proposed construction: a. Existing use and occupancy_Y" 1 -�sR b. Intended use and occupancy an vidu K 0,1,0 ttyu—t- 3. Nature of work(check which applicable):New Building l/ Addition Alteration Repair Removal Demolition L.,- Other Work (Description) 4. Estimated Cost 3 � /_ V 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 exis�ing structures,if any:Front �t�1 Rear `� J Depth C Height 1 Number of Stories Dimensions of same structure with alterations or additions: Front I r" Rear Depth Height Number of Stories I P 8. Dimensions of entire new construction:Front Rear Depth Height a g 11 Number of Stories A © J 9. Size of lot:Front �. l Rear 16. I Depth , ��. 7 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated ] S?�l/A �r 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises l Vl1/t Address lt) C ^ Phone No. a2 6 I - 1 I - S Y Name of Architect S*�.p keel f OSSa , Address °7 Yone No (0 3(^a&3 J�3 2... Name of Contractor `�C n'r M c kt4, Address�,Uhone No. &31^ �$'J "'7 01 O Sou-ttLi-ed n Ly A lass 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO mit Q *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO �- *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above hamed, (S)He is the (Contractor Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1jary f F 20116 Public — tureofAppli ant Z-SCHWAMBORN IC,STATE OF NEW YORK n No.OIGA6274028 in Suffolk County Expires Dec.24,2016 Scott A. Russell IF O IKMMAXIEIK SUPERVISOR 5.31 - 1\M[A\N ASG 1EA\41EN 1F SOUTHOLD TOWN HALL-P.O.Box 1179 `t c 53095 Main Road-SOUTHOLD,NEW YORK 11971 �5,'lF� �� Town of Southold Olt CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 'FEB 19 N16 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE F®)LIL.®W11NG: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more '-than 5,000 square feet of ground surface. ❑®B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 00 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0--E. Site preparation within the one-hundred-year floodplain as depicted -- - - -- -on--FIRIVI-M-ap-of any-watercou-r-se:---- -----------------------------___---- - -.--- . -- ❑ � F. 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 Plan 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. #: 1000 Date: District NAME- 41 lit) _s– 5-1 c)—/9 — lie Section Block Lot FOR BUILDING DEPARTMENT C-SE ONLY Contact Information. �° q�,� 'n /t� Reviewed By: - - — — — — — — — — — — — — — — — — ,1C Date- � �(z2 Property Address / Location of Construction Work: — — — — — — — — — — — — — — r �� Approved for processing Building Permit. (Q N Stormwater Management Control Plan Not Required AA� ► l _ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 APPLICANT. S.C.T.M. 'r: 1000 (Property Owner,Design Prof e onaI nt, ntractor,Other) �,F; adSurr�k CHAPTER 236 JLLCL S Stormwater Management Control Plan CHECK LIST NAM �� section Block Lot v z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Ylw•c Ynm (p3rNnn2��^ Date: °��ol � * The applicant must provide a Complete Explanation and/or Reason for not providing �7_oPo e")—ill all t . all Information that has been Required by the following Checkhstl 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered,No or NA to any Item, Please Provide Justification Herel show all of the following items: N0 NA If you need additional room for explanations, Please Provide additional Paper. a. Location_& Description of Property Boundaries ©00 b. Total Site Acreage. ®00 c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. != _ +D o[ f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. 000EROSION&SEDIMENT h. Spot Grades & Finish Floor Elevations for all existing& 0�0 Shall include but proposed structures. A well main 1. Location of proposed Swimming Pool and discharge ring. ��® p Wlire Ba uEtion e' j. Location of proposed Soil Stockpile Area(s). ®00 See Pesed n k. Location of proposed Construction Entrance/Staging Area(s). �� inactive sols. I. Location of proposed concrete washout area(s). 00 iTi. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch DRAINAGE INSIFt 0NS ARE REQUIRED rainfall/storm event. Contact TOS Engineering a /bb-15150 before 3. Details&Sectional Drawings for stormwater practices are required for approval. Backfill, OR Provide Engineers Certification Items requiring details shall include but not be limited to: that the drainage has been installed to Gae. a. Erosion & Sediment Controls. MLJL�11 b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. LeachingStructures (e. infiltration basins,swales,etc.) I OR I:N(a(V[-:Flit ' a UEl'r;R."I'11� �1�T"I' USE ONLY � Additional Information is Required. Reviewed & - ® Stormwater Management Control Plan is Not Complete Approved BY: — - - — — — — — — — — — — — — — — — — — — ,/,2� j Stormwater Management Control Plan is Complete. Date: �� — j� i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Jun 0716 03:27a Anything Electric Inc 631-589-1334 P.1 • 7r 17 Town Hail Amex .ice 54875 Main RO UI 00 7&'i11102 P•U.Dox 1179 `�' r ((i,31)7fi5- 50 i 4 rocler.richert�town.souf told. .us Sn,1li1,1ld,NY lI;?7r•()y5y � �s BUILDING DEPARTMF,;N`1' TOWN OF SOM HOLT D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,I-q SW � f Company Dame: " .1 Date:C IName: License No-: "Z L ,� Address: /!57- 2v e- ijG� z Phone 6�1,_ 35/ JOBSITE INFORMATION: ("'Indicates required information) *Name: p v r *Address: *Cross Street: C�1r"e 1 oCP v� *Phone No.: Permit No,: Tax Map District: 1000 Section: !f d Block: Lot; / *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �Gr�di c e (Please Circle All That Apply) *Is job ready for Inspection: YES Rough In Final Do you need a Temp Certificate: Y S O Temp Informatlon (If needed) *Service Size: 9 Phase 3Phase 100 150 ciiD300 350 400 Other * 5ervlce' Re-connect Underground Number of Maters Change of Service Overhead Additional Irrforrnation: PAYMEIit1T DUE WITH APPLICATION Se44 8P-Request for Inspection Form e f !� /C ��' � �w IV l � L 1 77 o�,�oF'soUryo�' 'BPILDIN,G' D"E'PARTMENT' T01iNff-O'F SOUTH, LD-.: • Q Town Hall Annex 54375 Main:Roadt•,P'O:,Box 1179' Southold,;NY,;1'1971'-0959 Telephone,(631)76!-1, ",•'04x_(631)765= 502' f ,Date' 7 -,'2016 Nurribbf of, eters. Temporary Certificate { "JM Overhead ..4 'Underground O;e l `_ j New Service- 0:• 'Ctiange-of:'Service' ' Recon'nect:Existih6Service-.'0' 'L''ocatioh i Issued`fo` `�,9 '�O.dGf! Lica,#v:5� _ 14 ..Application for,,el6ctridzd�serVid equipment'ii3�or file�.withntheTT- of Southold.On'applicants notification i `r" that this installation is corriplete,_A6 town:will-conduct'apremises.inspection of=the;service equipment:', 'I This nficat' is #er9 d` i bove date.' Authorized by S*JfF01,��' Town-Hall-Annex OG ' �'Z - y.�► Telephone-(631-1802 543'75 Main Road c :c Fax(631)734-9502 P.O. Box 1179 N z Southold, NY 11971-0959 • o�o- ao�� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF41RUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: C.Q ,5 Po 1 Q u Please talo-notice 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): i/ Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) a / Roof framing (R) Floor and roof framing (FR) s Signature: Name (person submitting this fo'rr�r):e Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 IT- rjol H TW_ WN TO "DISTRICT SUB. L6* `;-OWNER . STREET _hut as 1i)-V tr Y FORMER OWNER N ACREAGE ?; �Jyto6l-< ca 6 i L/ 0A W, 'TYP NG C-CIIT- CI Z),f-'. S E OF BUILDING Ar -RES. SEAS. VL. FARM COMM. 17ND. I CB. MISC. -;'LAND IMP. TOTAL DATE REMARKS 1h 4-AAMa-Ao",,, A4je,e'_ K2' v 67. F7'6`0 /Y/0/0 A OLM /_9,172 0'/ )9 j _4rd'e. (2,R L IN 4/ -M V6� 12 k/-7 7, Si�4-r) 6 aa A'-'I-,O OL It &/k4 O __I_qe-,8C-)k-) e"-Vi or-k -4n c,%is 'BUI'EDING - ND _C • op 44 43 te, W NEW NORMAL BELOW B VE -7, 11yr arm 0OAcre Value Per Ace 41ue Ed)\.j v Tillab.le I Tillable 2 -jv Tillable, 3 dtr 6-A 196 1 5 11-� e -4tv C el°t Woodland 141,4/99 L 1 V564 Swampland -�rino_ LI aana��_ I(,;, Brushlan� (9 House Plot Total 5 r � "•'gym,' �`^i. :` •h� v-.�"��' „r-�� ``� :,�'"X-.',"«.�-.,,:�.,, w� �g .. ,t`� �, _`��' ,��,��\ t�r•._.. - �` .a mµ1 - � _ 1 ,�{ ,�, - ^�r \C\:•� 'T'qtr A %,I' ;}�ti_y�,•f e• -e - ,A ( � {7�5�7�'; +`�r:ye i�lb 1}S�'t' f f '}'SV51C✓^:.Y'ft t•h`ty t'' ,S "A//Ing ( .7 till Wi=t;,. ",.N.=a"e':pG` i •Y - , " Wil+•, '�. ..„.�KSn'�•Z'f.y;- ya.r•,.'.."^••.rvj:.n,-«`".': ,� .'� [a•c' L .. 4, f __ Y} � ^,a•�V`a��,.�.�i:'c�C�c w�'�'i.•i7'`'.ta:.�S� �,` •s t3ia,a-y-i^j.'y,-x ° �f - Y�' - - ,^� �`�y`*`cam�}, '�,"�=.y•"�,�r �°�,'" ' isr 1„ Foundation Bath r M. Bldg. Extension .Basement ' - ors j ° Extension ' - Ext. Walls Interior Finish l Extension Fire Place Hen�IYo.S. Porch Attic ' ! Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor ; Garage x ;,`•� .d+ /7a c1 ;�° Driveway_ o. B.,d,> gyp Chef � p •_ i _ IMMEMOMMMOMME ME■MEMO IMMMMMMMMMNMMMMMMMMI MOP, Man Elf _--MEMMMMMMMM lntt-rinr Finish Rooms I st Rooms 2nd Floor S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 5 LOT(S):51 TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION MON. GEOTEXTILE FABRIC A) DWELLING W/COVERED PORCHS=2,006 SO.FT, SUPPORT POSTS 2,006 x 0.166=332.99 < 333c1 REQUIRED D NIF WOOD OR PETAL (2) 8'DIA x 4' DEEP ORYWELL=337c1 PROVIDED EZ�° 0£Cx �� F�ILNIPOF KOWSKI FLOW DIRECTION B) DRIVEWAY=?.144 SOFT. h �o EXCAVATED AND 1.144 x 0.166=189.90< 190c1 REOUIRED LAND N/F 6• BACxflLLED TRENCH (1) WDIA x 5' DEEP DRYWELL= 211c1 PROVIDED OF i, FILIPKOWSKI EL 61.0 16z EL 61,1 SO / EXISTING caouND 4�ne �,� \ 1� / W/P B',ICO DWELLINGS WATER 1-1 I Im—11=1 I EI I I-1I�11= I I=1 11= 11=1 11=1 11=1 11=1_I I-1 I[ �{S p O 1 i W/PUBLIC DWELLINGS WATER WELL LANE) N F -111 11-11 EI I E—EI I I IF-91 :- III-1I -1I f-1 I I—I I 1=1I I—I 11- ri 'o EXISTING STRUCTURES TO 150' E OF / =IiCIiI=Iil=lil=n L -- -- - - ---CONCRETE-WASH OUT AREA -- -- -- �GF' 's. - BE DEMOLISHED - -- - - - - - RICCI -- - - -� ` r IIINIMM IN BED OF PROPOSED DRIVEWAY. t EL(61 60.0 0. TYPICAL ORYWELL CROSS SECTION EL (CONC. PRECAST COMPONENTS) �� p / `� �� o y1 y o° ? o PROPOSED SOIL ar c ¢caU(A� ,Ic^':,; ♦ STOCK PILE AREA DRAINAGE INSPECTIONS ARE REQUIRE EL 60.0 MON. 6'SLAB FOR NON-TRAFFIC BEARING O • O 'A G'.¢ _ B•SLAB FOR TRAFFIC BEARING �-+!� r S7 7 oy�° o.�rFC�'.t0o _ _ Contact TOS Engineering at 765-1560 be ore APPROVED INLET PIPE CASHEAT[RO I FRAMTY E ANO APPROVED OUTLET PIPE V Nl ELOe / /�.� '-� D `6�J� y`S-- -:. --= / r� /� MIN. 4'OVt COVER TO GRADE TO EXPANSION RINGS O'+ Q --I-� - 'OI�CI\flll,'OR Provide Engineer's Certification D I/8%1' MIN,t'DIA. \ EXIS /C�SEPiIC PITCHEV '�y+ L, -9�.i•�'�- �� PITCHED 1/8"/1' ,�.1' TO Fi ABANDONED �� q A• -,y- EL(60.0) `� that the drainage has been installed to Code. \ D/aACK FILLED WITH G �p - _; y1• 1 \ ® � O 0 ❑ \ Cf SAN SAND. \F 1� o 0 0. �Gti ^ GeTER DRAIN 0 ❑ ❑ U.P. \ U� \ . - fk1 a�e, .> y EL(53.0) riELL �� EROSION&SEDIMENT CONTROLS DWELLIN `.^;}� �t9+ `� \�•��/G• ,/�� i�;/. 3-MIN �( EL 58. W/PUBLIC WATER Shall include but not be limited to: PROPOSED CONSTRUCTION ENTRAN E , \lo 4`!��¢�rc� i c' a- t50' A Well maintained Construction-Entrance, & STAGING AREA. \�y� l� '� �� i5`. + LAND ,� `' ,® p 4 SHEEHAN Wire Backed Silt Fencing,stabilization & 1� Exl/N s,� CO EL 55.0 1e� Seeding of exposed and/or inactive soil, 3' MIN. $' p �oWw DWELLINGS \ �� + F PROPOSED APPROIIAI.OF STORI1fll6UATER RAAf4f�GEME'NT COLLAR W/PUBLIC WATER 3-4 BEDROOM SYSTEM BACK FILL MATERIAL TO BE d >< "�/ `�� ` 150 \ 53=` 1,000 GAL. TANK CONTROL P T Code CII CLEAN SAND AND GRAVEL •\ (1) 8'DIAx12'DEEP POOL ®ate. & s t BRI:, �� '� G'1 h� �'\ ao:l. J ApPrOv ` \ THE WA TER S PPL Y WELLS, DRYWELLS AND CESSPOOL ZONED R-40 LOCATIONS S ARE FROM FIELD OBSERVATIONS NON CONFORMING LOT AND OR DATA OBTAINED FROM OTHERS. FRONT YARD: 35'MIN REAR YARD: 35' MIN ELEV. 59.0 AREA: 14,557-76 SQ.FT. or 0.33 ACRES SIDE YARD: 10'MIN (25'TOTAL) ELEVATION DATUM: _- -----NAVD8 ---_ OL DNDYBROWN LLOAM 1'0. UNAUTHORIZEt 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 BEAP!NG THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION SM GAMY SAND 2.0' LISTED HEREGA.', 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 BROWN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY MEDIUM SP SAND SURVEY OF: DEyCRIBED PROPERTY CERTIFIED TO: JANE GLOVER; MAP OF: 14.0` FILED: ' I,. SITUATED AT: C'(1TCHOGUE TOWN OF: SOUT11OLD KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design — 17' " - , }�; P.O. Box 153 Aquebogue, New York 11931 DEC. E)1, 2015 '�"- • K. WOYCHUK Ls FILE 15-199 SCALE: 1"=30' DATE: DEC E)1, 2015 PHONE (631)296-1588 FAX (631) 298-1588 - N,Y,S. L!$G NO 050882 maintaining the records of Robert J. Hennessy !c Kenneth N. 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 5 LOT(S):51 , TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION MON. GEOTEXTILE FABRIC A) DWELLING W/COVERED PORCH=1,664 SQ.FT. SUPPORT POSTS 1664 x 0.166=276.22 < 277cf REQUIRED D NIF WOOD OR METAL (2) B'DIA x 4' DEEP DRYWELL=337cf PROVIDED 5�� OF F�ILI DECK IJPKOWSKI FLOW DIRECTION B) DRIVEWAY=1,144 SOFT. I+ 0'o EXCAVATED AND 1,144 x 0.166=189.90< 190cf REQUIRED LAND N/F + SHAT 6• 3T BACKFILLED TRENCH (1) 8'DIA x 5' DEEP DRYWELL= 211cf PROVIDED OF 0 ED EL 6t.1 FILIPKOWSKI O 0 EL 61.0 -0,O F� .� 162' O, / DWELLINGS EXISTING GROUND O� / W/PUBLIC' WATER�tv t 150 '5 DWELLINGS DRY W/PueLIC WATER EXISTING STRUCTURES LAND N/F -I 1 L1Ia I la I I-�LI I IHI o of ICCI,SD , II � I II1 CONCRETE WASH OUT AREA BE DEMOLISHED R -� 1 r NLNLAw IN BED OF PROPOSED DRIVEWAY. ( EL(61 ^ ♦s i �� 60.0 y1_ .qo, i ♦ � ♦♦ r EL 0 0"' 0- ♦vim ♦ O TYPICAL DRYWELL CROSS SECTION L . E0 CONIC. PRECAST COMPONENTS /Jr ♦"/ +� < ( ) � �P{ � � � soq`'•' ♦ PROPOSED SOIL 0see ,�8°0 -: ♦ STOCK PILE AREA Q1�I EL 60.0 MON. g p gg� - 6'SLAB FOR NON-TRAFFIC B �AraNc yr Durr ` O � EL'S7.o� �(LQ ,,n ♦ —` r?6` C�j J,�' �- -- � Water�!�}Q'Cc(0'a'? � �•' inspected Be a•sue FOR TRAFFIC eFARING �+ S ♦ o rF.w46HEA = =:. APPROVED INLET PIPE GIST IRON FRAME AND APPROVED OUTLET PIPE 0 WELL +F - i YM. 4"DIA \ EXIS �SEPi1C ` 6• - J.,�\=- ":-'"` + still olk oL9 °� YIN.1'DIA. COYER TO GRADE TO EXPANSION RINGS Q 1 - e+ s I-_ PITCHED-1/9'/1' PITCHED I/B/1' + T I"ABANDONED♦��'� coy a ~�"--:-y:= EL(60.0) 3 +� •� Pt. Of Heab-th }�O_ \ OiBACK FILLED WITH �'c`P ':` --- ._`�fl 19 852-v. 00, 48 Hours InAd�Pa�ce C EAN SAND. O ❑ ❑ ❑ \ G�&ER DRAIN /Q�f'' ` 0, To Schedule J" 6 U.P. \ ` ♦ p,�Pt�' �♦a �> �! EL(59.0) wEiLDWELLIN +^ tS `♦ `G�/CIE' ��Z i� y W PUBLICGWATER 'U. EL 58. / PROPOSED CONSTRUCTION ENTRANCE \yc V'O.� Fes�♦ ��, d`j B MIN S� a� LAND N F 150' & STAGING AREA \�p�F l31`� Z tS. ++ OF / \.p `„� +00 SHEEHAN ` A +�q, XISTIN s�� EL 55.0W. ° s� 3' MIN. 8' DWELLINGS \ rte. PROPOSEDq+1,��y,r.�� COLLAR W/PUBLIC WATER \ 3-4 BEDROOM SYSTEM 11Fw\l, ? , BACK FILL MATERIAL TO BE 150' 531.000 GAL +I� y;u r j i R�.. CLEAN SAND AND GRAVEL \ SIX (1) 8DL4x12'DEEP POOL \ A MON. l�t V r S'xistil� semi `�s�u�lSiC�tX2LflS$Usv 111 \ `�') A.br°1Tid0 1*i .Cl1$ ` : �v a fi111t `'� 6.``Q'v� J 'su�i,"aa� Fai 'G�1� :,,.x F.isd�tt�a"•'r y°?ae�13 Sent s91Jo \ 50 aS pr00f ♦ THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL COTIlple� r0'b=� � � V ® ZONED R-40 LOCA710NS SHOWN ARE FROM FIELD OBSERVATIONS NON CONFORMING LOT AND OR DATA OBTAINED FROM OTHERS. FRONT YARD: 35'MIN REAR YARD: 35' MIN ELEv. 59.0 AREA: 14,557.76 SQ.FT. or 0.33 ACRES SIDE YARD: 10'MIN (25'TOTAL) ELEVATION DATUM.• ------------------------- OL - ----- ---------------- OL DRDBRO� i,p' UNAUTHORIZ£E) ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY -"SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES — MAP NOT BE/.RING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THEIPERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SM OAMY SAND 2.0' LISTED HERECN, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. PEf'IPd1 T FOR A;�PE�OLIA°OF C®iliS T RE3Ci1@Pd y OF; THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE S 1,N GLS f;[1»Tf((Ergrh� �ue".E �j<�q�,� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS BROWN AND/OR SUB.SURFACE STRUC-TI/RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY MEDIUM SP SAND SURVEY OF: DcSCRIBED PROPERTY CERTIFIED TO: JANE GLOVER; DATE ,., €'(W F- ikl0. 1U /�p.� ' MAP OF: - � _.� 14.0' APPROvED FILED: I I FOR MAT>IMUN I CSF• �o t�EC➢n(°1(SPuI;i SITUATED AT: f:UTCHOGUE EXPIRES THREE YEARS FROM DAT E OF APPROVAL TOWN OF: SOU ITHOLD ,',� KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design DEC. ot, 2o1s— 17 �: ' r i, # P.O. Box 153 Aquebogue, New York 11931 `� ' PHONE (631)298-1588 FAX (631) 298-1588 K. WOYCHUK LS FILE y 15-199 SCALE: 1"=30' DATE: DEC. O1, 2015 N•Y.SS"L/SC 'NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk i I G ao S.C.T.M. NO. DISTRICT. 1000 SECTION: 110 BLOCK: 5 LOT(S):51 TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION I i MON. GEOTEXTILE FABRIC A) DWELLING W/COVERED PORCHS=2,006 SOFT. SUPPORT POSTS 2,006 x 0.166=332.99 < 333cf REQUIRED WOOD OR METAL (2) B'DU1 x 4' DEEP DRYWELL=337cf PROVIDED B) DRNEWAY=1,144 SOFT. va LAND FLOW DIRECTION � FIUPKOWSKI tsp EXCAVATED AND 1,144 x 0.166=189.90< 190dREOUIRED LAND N/F i FRM CO.p, it BACKFILLED TRENCH (1) B'DIA x 5' DEEP DRYWELL= 211cf PROVIDED OF i 0 SHED iv C�+ O� FIUPKOWSKII �00 T62' SO / sl =- - - ExanNc GROUND p Oi�T g ,DWELLINGS DRY WDWELLINGS W TER - -�1=m- �, �4T� W ELIC WATER -III=n1=1 �=Buil=� III=i�=n1=uEln_nl�II= 1Cg 150' o WELL LAND N/F EI I1�I u I 1=1 I I-I 11=1 11= i I EI 11= I IEII�1 I EI I M I I"I E CONCRETE WASH OUT AREA aGF''� �' OF _111=1 I1=u 1C�CI�CI i 1=1 i t J I I IJ 1 _I 11=1 I CI 11=11 IC I I_ �(L i RICCI 4• r AlNlsun IN BED OF PROPOSED DRIVEWAY. ( ( =_ 41 Via TYPICAL ORYWELL CROSS SECTION - o_ (CONC. PRECAST COMPONENTS) �(�'1 t $-__=ya iI• .oy= == o �® -____♦_, _- -- vma G PROPOSED SOIL _� - -- STOCK PILE AREA MON. ON. __ �= _0 B'SLAB FOR NON-TRAFFIC BFMWG Q p ?==_—• -- - 5-===6t_ --_= S'slAa FDR TRAFFIC BEARINGHFAVY DUTY �+ ORY Q0 APPROVED INLET PSE CAST IRON FRAME AND APPROVED OUTLET PPE ♦ • o•_ - �_— __` Cid i ♦ - ===D=___= Ma,.4•DIA covER TO GRADE TO EXPANSION RINGS + p� WELL Q� �� ♦ _- ==y __-_- PITCHED I/8•/I• 7^ 4bPITCHED 1/8-/1' ❑ ❑ El ❑ \ �rlTTER DRAIN F.4�Q \ —i FF'�G� 1 • Fs� �� eS�+ ♦` 4 , �� S !L �Au zo ! �(,I , DWELLINGS �G/�F �� W/PU � WATER U y � g'MIN , D PROPOSED CONSTRUCTION ENTRANCE I a� LAND N F dt �(� l STAGING AREA. '\'�9 '�l`�♦ ice' � Z 'tS`. �4 MY q i� 6 OF / ` 1 IVE2 201 6 SHEEHAN ]� Y,y EXIITIN I `f`�j \ \ "Fy °fes s. syr l/' ��` TQ WN�r BUUMD� S�U iu I+NGrDEPTLD 3' MIN. $' DWELLINGS \ �+ / PROPOSED COLLAR W/PUBLIC WATER \ .� ! 3-4 BEDROOM SYSTEM BACK FILL MATERIAL TO BE 150, 1.000 GAL. TANK CLEAN SAND AND GRAVEL \ f1RK. (1) 8'DIA02 DEEP POOL MON. 1 I� \ l FOUNDATION LOC. 05-11-16 THE WATER SUPPLY, WELLS% DRYWELLS AND CESSPOOL ZONED R-40 LOCATIONS SHOWN ARE FROM f1ELD OBSERVATIONS NON CONFORMING LOT AND OR DATA OBTAINED FROM OTHERS FRONT YARD. 35'MIN i REAR YARD: 35' MIN ELEV. 59.0 AREA: 14,5,57.76 SQ.FT. or 0.33 ACRES SIDE YARD: 10'MIN (25`TOTAL) ELEVATION DA IUM: _________________________ OL DR BROWN 1.0' SANDY LOAM UNAU7HORIZ£D AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 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 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWNONLY TO THE,PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 177LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SM LOAMY SAND 2.0 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, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS BROWN AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY MEDIUM SP SAND SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JANE GLOVER; MAP OF: 14.0' . FILED: SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design — 17' P.O. Box 153 Aquebogue, New York 11931 DEC. 01. 2015 d PHONE (831)298-1588 FAX (891) 298-1588 K. WOYCHUK LS FILE # 15-199 SCALE: 1"=30' DATE: DEC. 01, 2015 N.Y.S LISC.' NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. lfoychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 5 LOT(S):51 TYPICAL SILT DRAINAGE CALCULATIONS: SCREEN SECTION Alli ^bV MON. L CEOTExnL.E FABRIC A) DWELLING W/COVERED PORCHS=2,006 SO.F7. C/ SUPPORT POSTS 2,006 x 0.166=332.99 < 333cf REQUIRED WOOD OR METAL (2) 8'DIA x 4' DEEP DRYWELL=337cf PROVIDED NrvID � LANOOFN/F O ij� FILIPKOWSKI Ftow DIRECTIONB) DRIVEWAY=1,144 SO.FT. R So ExCAVATED AND 1.144 x 0.166=189.90< 190d REQUIRED LAND N/F FR' 6 it BACKFILLED TRENCH (1) 8'DIA x 5' DEEP DRYWELL= 211cf PROVIDED OF �tl FILIPKOWSKI 1EL 61.0 162 c EL 61.1 � ROY Q / DWELLINGS/ W/PUBWATERExsINc GROUND LIC is oil DWELLINGS =6Fr —6aI DRY W/PUBLICWATER yLAND N/F 5 O EXISTING STRUCTURES TO -� <• S`� F /�♦ cceTCONCRETE WASH OUT AREA BE DEMOLISHED� IN BED OF PROPOSED DRIVEWAY. EL(6 Ricci I-MINIMA ^ _ / /�♦ ♦s / 60.0 tig y�r. _to. / ♦♦ // \♦ fQ TYPICAL DRYWELL CROSS SECTION ° y 6 (CONC. PRECAST COMPONENTS) !J/ �5� l a :_-_: / ?op O s 9 O it P a _�\' ;$'�' - ♦ PROPOSED SOIL U O Ce ,,F ♦ STOCK PILE AREA T'57.7 NN O y P ) EL 60.0 MON. 6•SLAB FOR NON-TRAFFIC SEARING OUTY Q EL'S7.DRY y�,0 /�\ •'o Cr iC/�Oo:�--_`:-`;_ // B*SLAB FOR TRAFFIC BEARING �+ Fv APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE ♦ Q++ WELL � , :60 Cdr,��',� -.-_- /X- MIN. 4.DEA. COVER TO GRADE TO EXPANSION RINGS Q / � PITCHED 1/8-/1' N EX 4'DIA. PITCHED 1/8 \ EXIS 7C SEPTIC \ y/ - - (600) %1 T' '•\ F/ABANDONED \ / ._\' g EL . (�3 \ ® ❑ ID 1111 \ C�E SAND. .-WITH o: 1�1 ❑ El ED \ 4 G�lFTER DRAIN \ �d1 \ \ Al pCc�� .0 /> 2 EL(59.0) U.P. DWELLINGS WELL / F CSQ+ \ ♦`aG. �� t,/ EL 58. W/PUBLIC WATER 8'MIN S;( 150' PROPOSED CONSTRUCTION ENTRANCE \?G� �� / o a C�.+ / cP LAND N/F & STAGING AREA \�9r ,ao�� L \ // Z i5`, 0OF '•\P \�/), \�/ goo SHEEHAN - r�EEX'ISTIN s�! CO EL 550 0 n �F 3' MIN. ' - DWELLINGS \ r PROPOSED COLLAR $ W/PUBLIC WATER �' 3-4 BEDROOM SYSTEM BACK FILL MATERIAL TO BE 150' \ f 53-1 1,000 GAL. TANK CLEAN SAND AND GRAVEL \ \ f•� I;RK. (1) 8'DIAx12'DEEP POOL 1 ON. ♦ THE WATER SUPPLY, WELLS, ORYWEL LS AND CESSPOOL ZONED R-40 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS NON CONFORMING LOT AND OR DATA OBTAINED FROM OTHERS. FRONT YARD: 35'MIN REAR YARD: 35' MIN ELEV. 59.0 AREA: 14,557.76 SQ.FT. or 0.33 ACRES SIDE YARD: 10'MIN (25-TOTAL) ELEVATION DATUM- ------------------------- OL - -----NAVD8 ----- OL DR BROWN 1 0" SANDY LOAM UNAUTHORIZCO 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 BFaRING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THF PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SM GAMY SAND 2.0' 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 EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS BROWN AND/OR SUBSURFACE S7RUCTUR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY MEDIUM SP SAND SURVEY OF: [I)ESCRIBED PROPERTY CERTIFIED TO: JANE GLOVER.; MAP OF: I 14.0' FILED: SITUATED AT: CUTCHOGUE rowN OF: SGI{JTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC No WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design — 17' 'r {,. P.O. Box 153 Aquebogue, New York 11931 DEC. 01, 2015 r / PHONE (831)298-1588 FAX (631) 298-1588 K. WOYCHUK LS FILE // 15-1511 SCALE: 1 =3D DATE: DEC. 01, 2015 N.Y,S LISC•I NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Ifoychuk AIR S.C.T.M. NO. DISTRICT- 1000 SECTION: 11C BLOCK: 5 LOT(S):51 DD - .- o c�c��a�c� #RI0-16-0008 MON. JUN 2 9 2017 LAND NIF SN OF FILIPKOWSKI DEM LAND N/F ]BUILDING FR OF FILIPKOWSKI OO EL 61.0 4 EL 61.1 TOWN OF SOUTHOLD -go � LANOFD N/F YY RICCI 0 ......... RVICESI, 60.0 ARTY wT OF H _TH SUFFOLV,COUNTY DEPARTMENT 0 0.pVR0VAL OF CONSTRUCTED VVORKS FOR .0 .. 4 SINGLE FAMILY RESIDENCE : 0 .. .... ...... .. 0:. aA 2 a 2OR H.S.Ref.N facir.1fies at hNs-'T-gUon tim b3aen 61 2§d water wply V-57.7 EL 60.0 MON. '3nries and feund tO W 0298ftment of 0thT age DRY bt G—t'Y6- L� SEDRO01AS. EL .......... 35' /DRY' .0�. EIC MIME -k UTTER DRAIN U.P. e%* 29' 29' \'4' 0 22 % EL 58.5 JUN 9 9 AT %, 3 *V LAND 04 OFNIF SUM 00-NFAL iN 89MVICEI SHEEHAN t1ro E 55.0 Lqffmg EXWI 9 EKWIS 53. 3-4 BEDROOM SYSTEM UPDATE FINAL SURVEY 05-10-17 1,000 GAL TANK ORK. (1) SDIA02'DEEP POOL REVISED WATER LINE LOC. 03-27-17 MON. FINAL SURVEY 03-05-17 FOUNDATION LOC. 05-11-16 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ZONED R-40 LOCA 77ONS SHOWN ARE FROM FIELD OBSERVA 77ONS NON CONFORMING LOT AND OR DATA OBTAINED FROM 07HERS. FRONT YARD: 35'MIN REAR YARD: 35' MIN AREA: 14,557.76 SQ.FT. or 0.33 ACRES SIDE YARD: 10'MIN (2570TAL) ELEVA 77ON DA 7UM. NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 771E SURVEY IS PREPARED AND ON HIS BEHALF TO 771E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77-IEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTbRES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY DRAINAGE CALCULATIONS: SURVEY OR DESCRIBED PROPERTY CERTIFIED TO- JANE GLOVER; MAP OF: A) DWELLING W/COVERED PORCHS=2.006 SQ.Fr. 2,006 x 0.166=332.99 < 333cf REQUIRED FILED: (2) B'DLA x 4' DEEP DRYWELL=337cf PROVIDED S) DRIVEWAY=1,144 SQ.FT. SITUATED AT. pUTCHOGUE 1,144 x 0.166=189.90< 190cf REQUIRED TOWN OF. SOUTHOLD (1) B'DIA x 5' DEEP DRYWELL= 211cf PROVIDED KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-199 SCALE: 1"=30' DATE: DEC. 01, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC NO. 050882 maintaining the records of Robert J. Hennessy as Kenneth M. Waychuk L �f AMTMVI UNUPOLPM DEK GPT LOADS OPE) [RC[ffa V Live loads: Rooms Other than sleepin.g 40 psf IIAR- _ 1 2016 c Sleeping 1 ®®mss 30 a TiDeelo 40 BLODN'G D).Vpr Attics with Storage 20 77OWN O]FSOMOLD Dead Roads: -, Floor construction 10.7 psY o gall construction 9.6 o Roof construction Snow load: - 45 psi CL W-hA-hATIC and GrOG EffC DESIGN TEAU Ground§noir load 45#1 Wind 120 mph Exposure.B Seismic design category B Weathering Severe Frost line depth 3 Beet Termite Yaadelrate to heavy Decay Slight e0 moderate - Winter design temp. - -- ----- -- - - - Fice shield undedayment req. - Flood lizard NO SPE CIE,S AND FOR STRUCTURAL]i,UIVOJER Moors, ceiling joists and gardens to be Douglas Fir,JT-ib=895 E=1.61K or Trus Joust as noted. Saab-flooring shall be C DX%" minimum thici nessa All edges t® be set on solid blocking Maned aaad nailed- Wall sheathing shall he 7/16" minimum and shall be nailed pen- requirements In nailing schedule. Solid blocking shall be provided for all�®asts,Walfls at mid point. All studs shall be wafted wadi gJTUH—'ed nGflo per nadang schedule'. A connectors to be Z may-or higher grade.All fasteners lasted below are to be hot dapped galvanized. All pre-engineered lumber shall be ianstalled per manufactures Glover Residence specifications. Holden Ave. Cutehogue, N.Y. . ^�? �a v"; " „��ds�1}��}• DETAILS AND NOTES STEPHEN ROSSETTI—ARCHITECT 17 28 TURTLE COVE DRIVE UTHAMPTON.NY pert a ' JOB PRE-32065 r ' SHEET NO 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 11/19/2015 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 120MPH 3-SECOND GUST 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: � ..N `� .120mph Exp C or less ;s Building Description }. :Residential. Two story . : ;. Modular Wood•Frame;Construction 12/09/15 -- - Codes: 42010 New" York Residential Code. _ 2005°NDS - `ASCE 7-05`•� '•. k Building Importance Category: Seismic Criteria Seismic Design Category(SDC) `' aB ; Short period design spectral response acceleration (SDS) ;rv032 s Seismic Importance Factor 1.00 Basic Wind Speed Vasd = -.120-" .120 ''mph Exposure= -"-C' =4 Wind Exposure Adjustment Factor= 1.35 Wind Importance Factor 1.00 Snow Load Ground Snow Load = ;,35., : psf Snow Importance Factor 1.00 JOB PRE-32065 H SHEET NO. 2 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Criteria Cont. 01 Floor Diaphragm Aspect Ratio ; Length of side (1-1)(house width) = 27:5 `ft. V., Length of side (1-z)(house length) _ 0,61ic9 Lz& L, = 2.1 :1 < 3 :1 OK 12/09/15 Max Mean Roof Height= ;N.25 ,,,ft Exposed Foundation Height Roof Framing Span (Horizontal Projection)_ "`13:;75- ft. Roof Framing Spacing = -16 . ,"in. o.c. Roof Overhang Length Roof Slope= "',;,-T -12 & 12/12 Roof Diaphragm Aspect Ratio Length of side (1-1)(width) = 27.5 ft. Length of side (Lz)(length) = 58 ft. Roof/Ceiling Assembly Dead Load = 15 psf Roof Framing Type CC680201 Truss ID# °=HM585820,. T`x, & Max Uplift at Marriage Wall `571: v '`r lbs per truss Max Uplift at Sidewall Wall= 452';k Y; lbs per truss JOB PRE-32065 SHEET NO 3 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications SPF-, Wall Stud Spacing in. o.c. Shearwall Segment Aspect Ratio Wrk 1st Story Shearwall Height 9 ft. 2nd Story Shearwall Height= 8 ft. 12/09/15 1st Story Wall Length Available for Full Height Sheathing Bline 1„23:66.`ft. Lline Bline� 2., 3:00eft. Lline_B 30.90-ft. 1st Story Maximum Unrestrained Opening Height " Hline 1." 4" in. Hline A,-,,64�1-, in. Hline 2 in. 84 in. Hline B 2nd Story Wall Length Available for Full Height Sheathing Bline ft. Lline A,:25:66, ft. Bline_2,1-2175,�,ft Lline B 26-601-"ft. 2nd Story Maximum Unrestrained Opening Height ,- H I i n e 1 -84" i n. Hline 6�6, in. �in. Hline 2' ,-, 66 � Hline 13-1.,66',ZZ-in. JOB PRE-32065 • SHEET NO 4 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections Building 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 i`11'&-` psf] + ,604 _Yplf} x 0.6 77 plf 3 Sec Gust Wind Speed = 120' mph 12/09/15 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 = 339 plf 2nd Story Wall to 1st Story Wall Connection Load = 339 plf - 77 plf= 262 plf 1st Story Wall to Foundation Connection Load = 262 plf - 77 plf= 185 plf C• I' JOB PRE-32065 SHEET NO 5 OF 44 CALCULATED BY DB DATE 11/19/2015 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: Si npson'Strong-Tie MTS18 Fastener: (6)'0.1'4'8inx1.'5in nails each end: Allowable Load = 737 Ib Req'd Uplift Req'd Provided Load Spacing Spacing H ' a 339 plf 26 in. 16 in. N Fir t,� D -' t i a FE D 12/09/15 JOB PRE-32065 SHEET NO 6 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band 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 339 pif 7 in o c. 6 in o.c. line_B 339 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 w Allowable Load = 192 Ib Req'd Uplift Req'd Provided Load Spacing Spacing �. line_1 310 plf 6 in ox 6 in ox line-2 279 plf 6 in D.C. 6 in ox 2nd Story«lpdr Band to 1st Story Ceiling Band Connection -line A& line_B Connector 7/16"OSB/PLY overlap ^ 2 rows of 0.131"x2.5"Nails Allowable Load = 192 lb Req'd Uplift Req'd Provided Load Spacing Spacing line_A 262 plf 9 in D.C. 6 in o.c. 12/09/15 line_B 262 plf 9 in D.C. 6 in o.c. 2nd Story Floor Band to 1st Story Ceiling 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_2 279 plf 6 in D.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 262 plf 9 in o.c. 6 in o.c. line_B 262 plf 9 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 lb Req'd Uplift Req'd Provided Load Spacing Spacing line—2 279 plf 6 in o.c. 6 in o.c. JOB PRE-32065 r SHEET NO 6A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections (cont'd) 1st Story Wall Stud to Floor Band Connection Connector- 7/16" OSB/PLY overlap floor rim joist 6" Fastener: 0.131in x.2-1/2in nails,; Must Use Nails in Higher;than Seismic Zone C Lateral Value= 96 lbs per fastener -Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing line_A 343 plf 6 in. o.c. line_B 353 plf 6 in. o.c. line-3 0 plf 6 in. o c line-2 0 plf 6 in o.c. ' x ss -A YPw e i- 1 12/09/15 JOB PRE-32065 SHEET NO 7 OF 44 CALCULATED BY DB DATE 11/19/2015 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 1.5" Fastener- '0.131in x 2-1/tin nails F. : . 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 343 plf 3 in. o.c. line_B 353 plf 3 in o.c. line-3 0 plf 3 in. o.c. line-2 0 plf 3 in. o.c. lg6 (z 3 r r jt i. ... 12/09/15 JOB PRE-32065 SHEET NO 44 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design SumMAMLcon'dj 12/09/15 Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 8000 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc Splices& 0.131"x 3.0"Nails 1432 lb Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate-No 15852 lb Splices Sheet 19 0 Endwalls Double 2x10 Perimeter Rail- No Splices E 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc tM Splices& 0 131"x 3.0"Nails e 2951 lb Sheet 19 .0 Sidewalls Double 2xI0 Perimeter Rail- Stagger 2 rows of 0. to With Splices& 0.131..x 3.0"Nails @ 8 in oc 8 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 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-32065 SHEET NO 8 OF 44 CALCULATED BY DB DATE 11/19/2015 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 = 1,00000 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 SO = 5'1*6 Staple Gage Im = 1 in main member dowel bearing length CD = 146, Load Duration Factor Is = 0.4375 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = °11 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 Zjm= D X Im x Fem X CD = 153.5 Ib Rd Is Zis= D x Is x Fes x CD = 86.2 Ib Rd II Zii= kt x D x Is X Fes x CD = 54.5 Ib E„£ Rd ; IIIm Z111m= k2xDXlmxFem x CD = 56.3 Ib (1+2Re)x Rd Ills Z,i,s= k3 x D x IS x Fem X CD = 33.6 Ib (2+Re)X Rd 12/09/15 IV Ziv= D2 x 2 x Fem x Fyb (112) = 20.2 Ib Rd 3X(1 + Re) Minimum Shear, Zmin = 20.2 Ib Notes: Kt = [Re+ (2Re2 x(1+Rt+Rt2)) +(Rt2 x Re3)1(1'2)-[Re X(1+Rt)] = 0.6 (1+Re) K2 = -1 + (2 x(1+R.)) + 2F b x(1+2Re)x D2 (1/2) = 0.9 3Fem X Im2 K3 = -1 + (2 X(1+Re)) + 2F t,x(2+Re)x D2 (1/2) = 1.4 Re 3Fem X Ise y JOB PRE-32065 SHEET NO 8A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE 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 13 Ss = 20GA-Steel Side member species Re = 0.0542 = Fem/Fes Ms = ,SPF Main member species Rt = 27.778 = Im/Is SG = 16 Staple Gage; Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.036 in side member dowel bearing length Fem = 3350 psi main member dowel bearing strength Fes = '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 Zjm= D X Im x Fem X CD = 153.5 Ib Rd Is Zis= D X Is x Fes X CD = 102.0 Ib Rd . A3 II Zii= kt x D x Is x Fes X CD = 62.8 Ib Rd Illm Z111m= k2 X D X Im x Fem X CD = 66.7 Ib (1+2Re)x Rd ti . r4 Ills Ziiis= k3 x D x Is X Fem x CD = 31.8 Ib (2+Re)x Rd 12/09/15 IV Z,v= D2 x 2 x Fem x Fyb (112) = 26.3 Ib Rd 3X(1 + Re) Minimum Shear, Zmin = 26.3 Ib Notes: Kt = [Re+ (2Re2 X(1+Rt+Rt2)) + (Rt2X Re3)1(1'2)-[Re x(1+Rt)] = 0.6 (1+Re) K2 = -1 + (2 X(1+Re)) + 2F b x(1+2Re)x D2 (1i2) = 0.5 317em X Im2 K3 = -1 + (2 x(1{Re))+ 2F b x(2+Re)x D2 (1/2) = 11.8 Re 3Fem X Ise JOB PRE-32065 r SHEET NO 9 OF 44 CALCULATED BY DB DATE 11/19/2015 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 for 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 .. y ; rc �5 • 12/09/15 JOB PRE-32065 SHEET NO 9A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1:25 In Thickness of fastener= 0.17310 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= 1`.6 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, L ?f Y 12/09/15 JOB PRE-32065 SHEET NO. 10 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Loads f•X wi Truss I D# HM585820 _;A, � w -� •�. Max Uplift at Marriage Wall= 571 lbs Unit Uplift Load = 385 Of = s 12/09/15 Roof to 2nd Story Wall Connection Load = 385 plf F 2nd Story Wall to 1st Story Wall Connection Load = 385 plf - 59 plf= 326 plf Wall to Girder Connection Load = 326 plf - 59 plf= 267 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 :104` 'psf] + y'x30W ,plf} x 0.6 = 59 plf JOB PRE-32065 • SHEET NO. 11 OF 44 CALCULATED BY DB DATE 11/19/2015 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: (1,0) 0.148"x2.5".nails (5 each end�ofstrap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 385 plf 25 in. 16 'in. 3 , 12/09/15 _ ............... JOB PRE-32065 SHEET NO 11A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design ._ 4 A?' 2nd Story Wall Stud to 2nd Story Floor Band Connection Connector: ;Simpsori Strong-Tj6,LSTA12 12/09/15 Fastener: (10) 0.148inxZ5in nails (5 each endof 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).0.148=2.5in nails (6 each erid.'of strap) Allowable Load= 950 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 652 plf 17 in. 16 In. JOB PRE-32065 SHEET NO 11B OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 1st Story Ceiling Band to 1st Story Wall Stud Connection Connector: :Simpson Strong-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 plf 29 in. 16 in. srod� 1st Story Wall Stud to Floor Girder Connection 12/09/15 Connector: Simpson Strong-Tie,LSTA12. Fastener: (10)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 • JOBPRE-32065 SHEET NO. 12 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF#3 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 Ft = Ft CD CF= 520 psi ANSI/AF&PA NDS Table 4 3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load - � Pt= Ft A= 4290 ib > 452 Ib OK 12/09/15 a JOB PRE-32065 SHEET NO 12A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Slidina Connections Capacities Design 1st Story Module to Sill Plate Connection Assume Typical Connection made with � F 0.131"x 3"toenails. Specific Gravity of Member G = 0.42 ` Thickness of Member 12/09/15 is= 1.50 j in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 4.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Cts = 0.83 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 Ib x 12 in/ft/ 2 in o.c = 653 plf 3"o.c. nails = 109 Ib x 12 in/ft/ 3 in o c = 436 plf 4"o.c. nails = 109 Ib x 12 in/ft/ 4 in o.c = 326 plf 5"o.c. nails = 109 lb x 12 in/ft/ 5 in o.c = 261 plf 6"o.c nails = 109 Ib x 12 in/ft/ 6 in ox = 217 plf '0:131"z 3",Nails Z' = ZCD = 131 Ib 2 rows of 0.131"x3" nails at 4"o.c. = 131 Ib x 12 in/ft/ 4 in ox 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 plf 2 rows of 0.131"x3" nails at 6"o.c. = 131 Ib x 12 in/ft/ 6 in ox x 2 = 524 ;plf 2 rows of 0.131"x3" nails at 7"o.c. = 131- lb x 12 in/ft/ 7 in ox x 2 = , 449 'plf 2 rows of 0.131"x3" nails at 8"o.c. = 131 lb x 12 in/ft/ 8 in ox x 2 = 393 , plf 3 rows of 0.131"x3" nails at 4"o.c. = 131 Ib x 12 in/ft/ 4 in ox x 3 = . 1180 ,plf 3 rows of 0.131"x3" nails at 5"o.c. = 131 Ib x 12 in/ft/ 5 in ox x 3 = 944 plf 3 rows of 0.131"x3"nails at 6" o.c. = 131 Ib x 12 in/ft/ 6 in ox x 3 = 787 plf 3 rows of 0.131"x3"nails at 7" o.c. = 131 -lb x 12 in/ft/ 7 in ox x 3 = 674 Of 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 r a JOB PRE-32065 ' SHEET NO 13 OF i 44 CALCULATED BY DB DATE '11/19/2015 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch = 7;12 Roof Height= 8.4 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed= 120_ mph Wind Exposure= C Max Wall Height= 9 ft Wind Importance Factor= 1.00 End Zone Length= 6.00 ft Building Length = 58 ft Floor/Ceiling Depth = :8n "ft Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= 26.29 psf See Page 13A& 13B for pressure calcs. Roof Pressure Perp to Ridge= 20.32 psf Wall Pressure Parallel to Ridge= 26.29 psf Roof Pressure Parallel to Ridge= 27.83 psf , : •-v~ ✓ F NO 12/09/15 Perpendicular to Ridge Roof Diaphragm Load = (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 276 - plf Floor Diaphragm Load _ [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = 271 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 = 222 plf Floor Diaphragm Load [Wall Hor. Press. Par x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 271 plf JOB PRE-32065 SHEET NO 13A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Shear Connections-MWFRS Roof Pitch = 7:12 , Roof Height= 8.4 ft Roof Span = 13.75 F 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= 58 ft Floor/Ceiling Depth = 1.8 =ft Mean Roof Height, h = 25ft Building Width, B = 27.5 ft qz= 0.00256KzKztKdV21 KZ= y.`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. ) Kzt- 1 Kd= 0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. qZ= 29.454 psf G= 0.85 for rigid structures Perpendicular to the Ridge CPWW- 0.8 Windward Wall Exterior Pressure Coefficient 12/09/15 CP,W= -0.25_ Leeward Wall Exterior Pressure Coefficient CPw€_ -0.25 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 CP1W= -0.25 Leeward Wall Exterior Pressure Coefficient CPw€= -0.90 r-0.18 ' Windward Roof Exterior Pressure Coefficient Cpir_ -0:90 -0.18 Leeward Roof Exterior Pressure Coefficient GCP,= 0.18 -0.18 f hN N JOB PRE-32065 SHEET NO 13B OF 44 ` Ix CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Shear Connections-M'MF ' /09/15 '"- Roof Pitch = 7:12 - Roof Height= 8.4 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, 1 = 1.00 End Zone Length = 6.00 ft Building Length, L= 58 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25- ft Building Width, B = 27.5 ft qZ= 29.454 psf G = 0.85, for rigid structures p=gGCp-q,(GCp,) MWFRS-Wind Perpendicular to Ridge Walls Windward P=( 29.454 psf x 085 x 0.8 ) - 29.454 psf x 0.18 ) = 14.7 psf P=( 29.454 psf x 085 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 25 ) - 29.454 psf x 0.18 ) _ -11 5 psf p= ( 29 454 psf x 0.85 x -0.249 ) - 29.454 psf x -0.18 ) _ -0.9 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 -0.18 ) _ -9 7 psf Overhang Pressure p= gGCpwmdwardroof+gGCpWndwardwall p= ( 29.454 psf x 0.85 x 0 80 )-( 29.454 psf x 0.85 x -0.25 ) = 26.3, psf -�� JOB PRE-32065 SHEET NO 13C OF 44 `#( J§ ,Fk .c� fi CALCULATED BY DB DATE 11/19/2015 O CHECKED BY DATE 7 Shear Connections-IVIVV 9/15 Roof Pitch = 7:12 Roof Height= 8.4 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C s Wind Exposure Adjustment Factor= 1.35 Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1.00 End Zone Length = 6.00 ft 'Building Length, L= 58 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft qZ= 29.454;psf G = •0.85 for rigid structures p=gGCp-q,(GCp,) MWFRS-Wind Parallel to Ridge Walls 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 -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 -0.90 ) - 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 ) _ -17.2 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 0.85 x -0.90 ) - 29,454 psf x -0.18 ) _ -17.2 psf Overhang Pressure p= gGCpwindwardroof+gGCpwndwardwall p= ( 29.454 psf x 0.85 x 0.80 )-( 29,454 psf x 085 x -0.90 ) = 42.61 psf JOB PRE-32065 SHEET NO 13D OF 44 CALCULATED BY DB DATE il1/19/2015 CHECKED BY DATE ` Shear Connections-C&C Roof Pitch = 7:12 Roof Height= 8,4 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 = 6.00 ft Building Length, L= 58 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft qz= 0.00256KzKztKdV21 KZ= "p: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. ) = , KZt Kd= 0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. qZ= 29.454,psf GC (GC p=q p-qi pi) 12/09/15 G = 0.85 for rigid structures Walls Per Figure 30.6-1 7-10 and per Figure 6-17 7-05 Cpa+= f 1.00 Zone 4 Positive Cp4_= f -1.10 Zone 4 Negative Cps+= 1.00 Zone 5 Positive Cps__ -1.39 Zone 5 Negative Roof Per Figure 30.4-2A,B_&C7-10 and per Figure 6-11B,C&D 7-05 Co.= 0.87 Zone 1 Positive Cploh+= 0.87 Zone 1 OH Positive Cp1__ -0.94, Zone 1 Negative Cp1oh__ -0.04 Zone 1 OH Negative Cpl+= 0.87 Zone 2 Positive Cpzoh+= 0.87 Zone 2 OH Positive CpZ__ -1.14 Zone 2 Negative Cpzoh__ -1.94 Zone 2 OH Negative Cp3+= 0.87 Zone 3 Positive Cp3oh+= 0.87 Zone 3 OH Positive Cp3__ -1.14 Zone 3 Negative Cp3oh__ -1.94 Zone 3 OH Negative GCp,= 0.18 -0.18 4-)F NPtl a roe PRE-32065 e j' y SHEET NO. 13E OF 44 `_ CALCULATED BY DB DATE 11/19/2015 �p CHECKED BY DATE Shear Connections-C&C 12/09/15 Roof Pitch = 7:12 Roof Height= 8.4 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed, V= 12.0' mph Wind Exposure= C Max Wall Height= 9 `ft Wind Imp. Factor, 1 = 1.00 End Zone Length = , 6.00 ft Building Length, L= 58 ft _ Floor/Ceiling Depth = 1.8- ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft qZ= 29.454�psf G = 0.85- for rigid structures p=gGCP-q,(GCP,) Walls Zone 4 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 ) _ -32.7 psf P= ( 29.454 psf x 0.85 x -1.10 ) - 29.454 psf x -0.18 ) _ -22.1 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 0.18 ) _ -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 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 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 087 ) - 29.454 psf x -018 ) = 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 Zone 3 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 018 ) _ -33.7 psf p= ( 29.454 psf x 0.85 x -1.14 ) - 29.454 psf x -0.18 ) _ -23.1 psf JOB PRE-32065 SHEET NO. 13F OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Shear Connections-C$C Roof Pitch = 7:12 Roof Height= 8.4 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, 1 = 1.00 End Zone Length= 6.00 ft Building Length, L= 58 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft qZ= 29.454 psf G= 0.85 for rigid structures p=gGCP-q,(GCp,) 12/09/15 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 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 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 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 0.85 x -1.94 ) - 29.454 psf x -0.18 ) _ -43.2 psf JOB PRE-32065 SHEET NO 14 OF 44 CALCULATED BY DB DATE 11/19/2015 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 = 276 plf wroof = 222 plf wfloor= 271 plf wfloor= 271 plf L= 58 ft. B= 27.5 ft. Vroof=wroof x L= 16000 Ab Vroof=wroof x B= 6107 Ib Vfloor=wfloor x L= 15704 Ib Vfloor=wfloor x B = 7446 Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B= 291 plf vroof=Vroof/2/L=, 53 ,plf vfloorl =Vroof+Vfloorl /2/B= 576 plf vfloorl =Vroof+Vfloor/2/L= 1.17 plf vfloor2=Vroof+ [2 x(Vfloor/2/B)] = 776 plf vfloor2=Vroof+ [2 x(Vfloor/2/L)] = 181 plf o IlU g £ 4 .•tea. 12/09/15 JOB PRE-32065 SHEET NO 15 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors• Wroof= 25520-Ib R= 6.5 Table 12.14-1 Wswall= 13920 Ib Fa= 1.4 Section 12.14.8.1 Wewall= 6600 'Ib F= 1.1 Section 12.14.8.1 Wgable= 1650 Ib SDs= 0.32 Secction 11.4 1 Wfloor= 39875-lb 1 = 1.00 Seismic Importance Factor Wtotal= 87565<Ib A#1 t e Seismic Base Shear,V. Section 12.14 8.1 V= F x SDS x Wtotal x I = 4742 lb Rz �'* ,, Op Vertical Distribution, Fx: Section 12.14.8.2 FX = w, x V 12/09/15 Wtotal Fx.roof= 1382 Ib Floor Diaphragm Load= ; 4742 Ib Fx.floor1 = 2891 Ib Fx.floor2= 4742 'Ib Diaphragm Unit Shear Capacity Requirements B= 27.5 ft. L=, 58 'ft. i Perpendicular to Ridge Wind Parallel to Ridge vroof= Fx.roof/2/B= 25 -plf vroof=Fx.roof/2/L=` 12 ,plf 1 st floor down from roof vfloor1 = Fx.floor1 /2/B= 53 pif vfloor1 =Fx.floor1 /2/L= 25 pif vfloor2= Fx.floor2/2/B= 86 'plf vfloor2=Fx.floor2/2/L= 41 pif f - JOB PRE-32065 SHEET NO 16 OF 44 CALCULATED BY DB DATE :11/19/2015 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: 23.25 ft. %line 1= 85 Bline 2 •23.75 ft. %line 2 = 86 Shearwall Unit Shear Capacity Vwall line-1=Vroof/2 Bline 1 Vwall line-1= 0 0 11587 Ib /(2x 23.25 ft.) Vwall line 1= 249 plf Wind Controls Vwall line 2 =Vroof/2 Bline 2 Vwall line-2 = 0 0 11587 Ib /(2 x 23.75 ft.) Vwall line—2 = 244 plf Wind Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A 25.00 ft. %line A= 60 Lline B 26.60 ft. %line B= 63 Shearwall Unit Shear Capacity Vwall line—A=Vroof/2 Bline A Vwall line_A= 0 0 6107 Ib /(2 x 25.00 ft.) Vwall line A= 122 `plf Wind Controls Vwall line—13=Vroof/2 Bline B Vwall line-13= 0 , 0 6107 Ib /(2 x 26.60 ft.) Vwall line B= 115 plf NVind Controls F s k, v � {{( L• $ 12/09/15 JOB PRE-32065 SHEET NO 16A OF 44 CALCULATED BY DB DATE 11/19/2015 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. 23.00 ft. %line 1= 84 Bline 2` 23.00 ft. °/aline 2= 84 Shearwall Unit Shear Capacity Wall line 1= (Vroof+Vfloor)/2 Bline_1 Wall line 1= 0 0 16000 Ib + 11372 lb /(2 x 23.00 "ft.) Vwall line 1= 595 ,plf Wind Controls Wall line-2= (Vroof+Vfloor)/2 Bline 2 Wall line_2= 0 0 11587 Ib + 11372 lb /(2x 23.00 ft.) Wall line—2= 499 plf ;Wind Controls Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 31.50 ft. °/aline p 54 Lline B 30.90 ft. %line E 53 Shearwall Unit Shear Capacity Vwall line_A= (Vroof+Vfloor)/2 Bline A Wall line_A= 0 0 3 6107 lb + 7446 Ib /(2 x 31.50 ft.) Vwall line_A= 215 plf Wind.Control,s _B T Vwall line = (Vroof+Vfloor)/2 Bline-13 Wall line_B= 0 0 6107 lb + 7446 Ib /(2x 30.90 ft.) Wall line B = 219 plf 'Wind Controls 12/09/15 JOB PRE-32065 SHEET NO. 16B OF 44 CALCULATED BY DB DATE 11/19/2015 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: 21.00 ft. %line 3= 76 Shearwall Unit Shear Capacity Vwall line-3= (Vroof+Vfloor)/2 Bline_3 Vwall line-3= 0 0 4414 Ib + 0 Ib /(2x 21.00 ft.) Vwall line 3= 105 pif Wind Controls f v, 12/09/15 JOB PRE-32065 SHEET NO. 17 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Shear Connections(cont'd) # r Shear Capacity of 2nd Story Perforated Shearwall Assembly 3c=" %,;? Qee' �.vk Percent Full Height Sheathing Wind Perpendicular to Ridge Wind Parallel to Ridge %line—B= 63 12/09/15 1 Maximum Unrestrained Opening Height 2nd Story Wall Height- - 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1� 84 :in. Hline A 66 in. Hline 2 66 in. Hline B, 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1- 0.80 Fline_A 0.70 Fline 2 0.87 Fline B: 0.72 ' Shear Capacity of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1� 84 %line 2 84 Wind Parallel to Ridge %line_P 54 %line E 53 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 Z 48 in. Hline B 84 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1= 0.82 Fline_A. 0.63 Fline 2 0.95 Fline B 0.62 JOB PRE-32065 SHEET NO 18 OF 44 CALCULATED BY DB DATE 11/19/2015 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 r-- n k, ii,, v �.. n , -,,. .. ,. ..,. 11 3,..: .OSB w%,0:1,31,x2.5 riails"@ 6 ,o.c. panel edge&'12 ho`c:`feld riailing (exterior) d y Tabulated Value= 239' Of vs= 1.40 (Tab. Value) = 334 plf vs= Y' 0''` 'pif Shear Capacity of Shearwall Assembly vs = 334 .,plf + < 0 plf = 334 ;plf > 249 ,plf OK 2nd Story Wall -line 2 PERFORATED ; .,'. y _` •" 11' li,- i ..y-, .,. S<f;^S• _��„ • e, - 7/16 OSl3 w/r,0.131 'x2:5_ nails @y6_ o,c.,panel"edge& 12 o:a'feldrnailing (exterior)` Tabulated Value= 239.'plf vs= 1.40 (Tab. Value) _ 334 Of VS= 0 plf Shear Capacity of Shearwall Assembly Vs = 334 Of + `0 plf = 334 'plf > 244 plf OK 2nd Story Wall -line A PERFORATED 7/16: OSB w%;0.131, z2:5 nails @`6 o.c.,panel.'ed`ge,'& 12`. o.c.'feld nailing,(extepor). ' >_�J.__.F a<, -r,. _.<.`... ' xt_-.- -,.P",. -sk;, -,-r; y„?'-..J." _9' _r . x -.w .4._., Tabulated Value= ;'--?39 'plf vs= 1.40 (Tab.Value) = 334 plf '�' {`, _ .�, �+ ''' r �'Y - mak:= 'S< •-'� - r,}', - vs= zm" OT plf Shear Capacity of Shearwall Assembly Vs = 334 plf + 0 plf = 33.4_ plf > 122_ plf O_ K_ 2nd Story Wall -line_B PERFORATED 11 ^x.. 7/16-_,OSB w/0.'1311/.x2:5•Ilrnails 611•`o:c. anel ed� e,& 12 ,o:c: feld nailin exterior' Mme'.tea Tabulated Value ;239x ?plf vs= 1.40 (Tab.Value) = 334 plf 4 ro�<bs f'9., .}1 .�•},4. 1 z^ y:. '� ;1y :,•�', ., t s[F,. <r<- G�^ „ rY e r r'-. .Y - F v :r,K`" n .,Y plf fe Shear Capacity of Shearwall Assembly vs = 334 plf + 0 plf = 334 plf > 115 plf OK -fi$ Gtlzi 13 -1 JOB PRE-32065 SHEET NO 18A OF 44 CALCULATED BY DB DATE '11/19/2015 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' ` 1st Story Wall- line 1 SEGMENTED" ,7%16 20SB wL 0.131 x2.5 nails@'3o;c:'panel'edg6."&_ ,12o.c.-field:nailing (exte�r'ior-)'; ,I Tabulated Value= `x-'450,` plf vs= 1.40 (Tab.Value) _ -630 plf vs= '0 Of Shear Capacity of Shearwall Assembly vs = 630 plf + 0 plf = 630 plf > 595 plf OK 1 st Story Wall -line 2 P_ERFORATED %4'x 17/16";OSRw/,0.131"^x2:5 nails;@=3.'o c:panel`edge& 12,:o:c feld%nailing,(exterior) t Tabulated Value vs= 1.40 (Tab. Value) = 630' plf n - _<'sx` •YwsxC' >.�•} .�r .�:, -kyr - J' -r.^.. :5. - -"F„,.S.r,:;. i,e•-' :,- :,p'. _;,. -,.j - _ ,y..,_ - .K.,, v'�rs� �.�.'.. µ_+ak �„k,- �t,,; ,i„ya r•' ,"�• i. ,_ x - .K 'T ,.:T . s< > . ". ... ,. ''"�X';:. '.v%�' ,cy ti..=::-iz'w=+v`-.a:_1.L1.. Tk-.;„'t'.`.... Wr GAS.•Y. .:,': plf ..w< Shear Capacity of Shearwall Assembly vs = 630 plf + 0 plf = 630 plf > 499 plf, rOK 1st Story Wall - line A PERFORATED `7/16" OSB`w/0.131'.'x2.5" nails"@;4'!"o:c: panel'edge&Ai o.c. held`nailing(exterior):' " Tabulated ValueOf vs= 1.40 (Tab. Value) = 488 plf -- - ,:. .; u h•,,: ..;•�,QA's.V�:,; ,,.. ;..,, F,.=g.�.:. ✓- :�'r`' ;4 :,-.5.�._.'r ,.•,. , vs= `Oxr plf Shear Capacity of Shearwall Assembly vs = 488 ,plf + 0 plf = 488 plf > 215 plf OK 1st Story Wall- line B PERFORATED 7/1%6 yOSB'w/0.1,31,x2:5, nails @;4 o:c..panel.edge^& 12. ;o.c'.<field,nailing (exter`ior) : _.__.. _.. a v Tabulated Value= 349. ;plf vs= 1.40 (Tab.Value) = 488 plf �a ��sq 4G.,1^.Yl��'°° ,,SV�� s•)<,'9.- -y, ..,. ..'r' - k; •:, ",t'. "'Lt, b4: �,a .-,y„, _ _ _ , _.. vs 0 plf Shear Capacity of Shearwall Assembly ' q vs = 488 plf + 0 plf = 488 plf > 219 plf OK JOB PRE-32065 SHEET NO 18B OF 44 CALCULATED BY DB DATE ,11/19/2015 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 ........... 1st Story Wall-line 3 SEGMENTED 11 11 r. ..r 11• ' 11','4% jx=xk`i'vi7/1,6"r 7/1,6,•OSB w/;0:131 x2:5 nails`@`y6 o.c. pan el,edge "12' o:c:'field-,nailing(exteno'r `4 Tabulated Value= Mw=2394°: plf vs= 1.40 (Tab. Value) = 334 plf vs= _.0 Of Shear Capacity of Shearwall Assembly Vs = 334 'plf + 0 plf = 334 Of > 105 Of, OK Al`'� ,i''»«"' ;` j'",`b*„ ' c,� _ z-1, - ,r c`;N„,,, .:.z<'..y^. • `'C ,��„,s,n,_ x _ r_y ,g `' `. y 3 &u r+ :q 12/09/15 _ ;s`•_ _ ,.� .��;:,.,. :� ;s; - .wF .,_ <� z�'i -rte x :=�^r- _ ^F; ;;��...';�.:.>,..> > '�'F JOB PRE-32065 SHEET NO 19 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 SPF#3 Sample Calculation Nominal Tensile Stress Ft= 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= 600 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 int Allowable Tensile Load tl Double 2x4-With Splices Pt' t= FA= .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 Pt = Ft A= 5550 `Ib Double 2x10- No Splices 11100'Ib Z= 131.2 lb ^`0 131yyXs3:0";IValls:kyhr Minimum splice lap where splices are allowed = "'4; ft 2nd Floor Endwalls T= 8000.2 Ib !66ublex247op:`Pl6te'-;No Splices' Sidewalls T= 1432 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= 15852 'Ib -Double;?2x6 Top;Plate`;,"No'Spiices` ` "„ = } Doqi uble' _712z10Perimete Rail; NoSplices Sidewalls T= 2951.1 Ib Double 2x6 Top Plate-With Splices& W Stagger 2 rows of 0.131"x 3.0" Nails @ 8 in o.c. i Double 2x10 Perimeter Rail-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 8 in o.c. , ;. tofy 5., �, h.✓v. .d ,x-. v i'il.<.-„.fir<_ „ z � •��Fry Yew '9��$" 12/09/15 �� x JOB PRE-32065 SHEET NO 20 OF 44 CALCULATED BY DB DATE 11/19/2015 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- 8:ft. Shear Perpendicular_to Ridge ,vline 1= 334 plf x 0.80 = 268 plf > 249 plf OK One 2 334 pif x 0.87 = 292 plf > 244 plf OK Shear Parallel to Ridge vline_A 334 plf x 0.70 = 233 plf > 122 plf OK One B 334 plf x 0.72 = 240, plf > 1.15 plf OK 1st Story Wall 1st Story Wall Height- 9 ft. Shear Perpendicular to Ridge Must Use Segmented Shearwall Design vline_1= -630 plf x 0.82 519 plf < 595 plf -NG One 2 . 630 plf x 0.95 = 598 plf > 499 plf OK Shear Parallel to Ridge vline A 488 plf x, 0.63 - 306 plf > 215 plf OK: One B 488 plf x 0.62 = 303 plf ? 219 plf OK; Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind e _ �`, °'� �. �� ' Com.%� �• 12/09/15 JOB PRE-32065 SHEET NO 21 OF 44 CALCULATED BY DB DATE ;11/19/2015 CHECKED BY DATE Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads t ry Length of side(1-1)(house width) = 27.5 ft. Length of side (Lz)(house length) = 58 ft. Dead Load Resistance to Overturning -line—I& line—2 12/09/15 Dead Load = 65`<�`plf Dead Load *Length to Overturning @ Pivot Point= =893.75`lbs*0.60 = 536 Return Wall Dead Load = _ 4::`„,Y* 150 *0.60 = i 360 Dead Load Resistance to Overturning -line—A& line_B Dead Load= ; 150 plf Dead Load *Length to Overturning @ Pivot Point= 4350 lbs*0.60 = 2610 Return Wall Dead Load = ''' >+ 65 *0 60 = 0 Y Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 2nd Story Module to 1st Story Module- line 1 =PERFORATED ` Wind Controls T= 249 plf x 8.0 ft. / 0.80 = 2483 Ib_ + o.va;', Ib - 536 lbs DL= ” _1947 Ib .•- >y,,o_, ... .,on Stro.;.ngE -,Z.. z" ,�: , •:t'"=,�"`...zv.,s,.NN"'s•tL:�s"'., x%�4t ;. „t!-r: - ._ (2)`Simp"s =Tie,.CS16;strapsx> Connector: ,. - :d,".�x.: ,.s;•^ ls-e'�1;. ...">;-�,: :�.i.x1,$f C'.'e,C. n "ot':i•5>rr r.e�A �.y"....�.?�,r...< - . Fastener:w/ °,(22)`10d'naia"strap ;Allowable Load -11705.Iti x°2.straps=3410•lbs;' 2nd Story Module to 1st Story Module-line 2 „ .PERFORATED Wind Controls T= 244 r plf x N8.0 ft. / 0.87 = 2230 Ib" + Ib ` - 896 lbs DL=` 1334 Ib "-"'- ;r--.•._- 's. ;.;.,". ,,,, .,u ,..�w�.,. y=,; a-'rn -C Y::�' ,.<r;••`✓{'-,ns�k-L�x_>;=.tide; sY;. -- .__._ _ .___. ___,_— -_. Connector:,('1j S,impson Strong-Tie CS"16;,strap ' Yv; ' , Fastener:inr/ .(22),-10d nails,ea�strap Allowable Load, 1705 Ib,' 2nd Story Module to 1st Story -line_APERFORATED Wind Controls T= 122 plf x 8.0 ft. / E _0.70 = 1400 Ib + ,:. k Ib < 1890 lbs OK 'Dead Load of Structure"is'�Sufficient,tb,'Resist Overtufn'ind1oad' <,r. ,rss:=J_ Nt;,• c..3,2E"iz.>,�^'Fi x.�f"x. <aY.:.:7.S�r- .:cr __ �Z.t i* >:4 r[ ..n aa."+r,,. .. n. <.v "i' , 2nd Story Module to 1st Story Module-line_B 'PERFORATED Wind Controls.,: T= 115 plf x 8.0 ft. / 0.72 = 1276 Ib + .Ib < 1890 lbs OK Dead Load of.Structure`is'Sufficient:to`Resist'Overtiirninb Load" -' 's'� .�F�' ,�<. §,�;... �_" ,,�'V,� e"v�' ^ P•`"._:„y�,,;� _;;4;c°S= ;m�_ ,.,fir.,> ',. s:'_ ,±`,5..,h`>.. �3. " n`..'YAY'xc ib•- k..<, ,ti k Qa. ,.,, etY: - <',< .:,�;>+� -cs'•t � ;�, 'i#;,.,. , �ha,�r>\. ..'r' ;.N'. -,'�'..c,.s'-H;'�:.., } 1 JOB PRE-32065 SHEET NO. 21A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Reference Page 22 for Stud Capacity !� arhple_til Iaz iioon. Overturning Connections a S � Check Capacity of Dead Loads to Resist Overturning Loads Length of side(Lj)(house width) = 27,5 ft. >�> r Length of side(L2)(house length) = 58 ft. Dead Load Resistance to Overturning -line-1&line-2 Dead Load = p'=,65- plf 12/09/15 Dead Load*(Length to Overturning @ Pivot Point/2) = 893.75 lbs*0.60= 536 Return Wall Dead Load= X,4 150 *0.60 = -360 > ..7 , Dead Load Resistance to Overturning -line-A& line_B Dead Load = ''150'N plf Dead Load *(Length to Overturning @ Pivot Point/2) = 4350 `Ibs*0.60 = 2610 Return Wall Dead Load = 65 *0.60= 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 1st Story Module to Foundation -line_1 SEGMENTED Wind Controls T= 595 plf x 9.0 ft. / 1 = 5356 Ib + ' ,':' ,Ib - 241 lbs DL= 5114 Ib Connector: Simpson Str6ng-T'i6STHD14'RJ ; `> ; "` = „ x• - `X..�.. -Yi•"''., i�.$ •S..f - 'y' v? `t3.2 �<. L t , :X'' '�y._ • ,iMi3> 'j. :��:. .,in ,y' Fastener: w/r"1%2 ih min,concrete'coGer'and'./\3`0)'16d sinkers,;locate 1:5from corner-, � 'r > �V y wable.Load„5345lb., .✓,Allo. ...i• .•"". ,_ , .._ w. -==i'- ;'f'' > •''tir�":•:3SYns� F.1�'S ",. ��` ��'�. ... ,.">T-Y ..,._;1; > _ ," , "F.'_x 1st Story Module to Foundation -line_2 PERFORATED. Wind Controls T= 499 plf x ; 9.0 ft. / 0.8497 = 4730 ,Ib + 1334N' Ib 896 lbs DL= 5168 Ib xSirh son Stro9 n�=Tie STHD14RJ Connector. P. _ Fastener:-w%•"•Y1%2,,in min'concrete"cover'and,."30 ,16d sinkers, ocate,1:5infrom corner,-, :Allowable Load53451b `�' ` .:. _. z -' ��`• $ •�: 1st Story Module to Foundation -line_A PERFORATED Wind'Coritrols T=i 215 plf x 9,0 _ft. / 0.6263 = 3091 'Ib + .'":": rri``Ib - 2610 lbs DL_= 481 lb Simpspn',Stron -TielT SWb14RJ ' Connector:' .p 9 rt. .:•3..a,r'->:Nin'x ,p F �`2" ?fir Fastener: w/.51/2 in rein°concrete cover.and (30).1 sink'ers-'locate.-1'5in from-corner :Allowabl6-Load-5345 lb• - ;Y= 1st Story Module to Foundation -line_B PERFORATED- , Wind Controls- T=i ontrols-T=' 219 plf x , 9.0 ft. / 0.6208' = 3179 Ib + ° " .T Ib, - 2610 lbs DIL= 569 Ib - p ':--- - F.< _, >'s;�;� .: ::� _ '`�' rF*, .1� v"z K;�t,",-'3p"� ^fi Y,,,• s,,y soh°Strong=Tie STHD14RJ Connector: .oiMp, 9, 5,?`;. }r5 Sl Fastener: w onc%:YS1/2Tin min,cr'ete-cover'and 30) 16d"sinkers' I C test 5pjrom comer'� g ?a y. . � s..✓, r "i�4'-yr<'-';c....a,X�:.��,--,F;,S' ,,�Z y jw:,._�y,, Allowable Load 5345 V JOB PRE-32065 SHEET NO 21 B OF 44 CALCULATED BY DB DATE '11/19/2015 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) = 58 ft. Dead Load Resistance to Overturning- line-3 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 Vl� f j 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= 105 = plf x , 9.0 ft. / 1 = 946 Ib + Ib - 50 lbs DL= 896 Ib Connector;'Simps6nStr6ng-Tie;STHD14RJ$` f S, Fasteher:w/ '1/2=in'_=minconcrete,coverand 30 :16d.sihkers,-,locate1.5iri<from"cornerf': :. rAllowable`Load 5345Ab 'z .�, �_,`i _ yN" ''N;.Y`�^"ir�.2.H��..•"X.,. `a�,^ �'�•'' r`_...w......,,....., - � .S� _ m��'k.�'y� � 1,w, `�r•','�-�" ^�"��—:"t"•Y"�s " ,:�.r� v� '<�' _ - �';A<'; " - -``�°`✓r lw�x �'S'i' s§.,;.''•�'e, T^+ '}, ?y'<.r, �" �:` ;t' }:✓�rt,v .. 1.'�FXn"�:. - .k:-�,Y ?.�,":_ .''ti,t. �(F`'", i -- 4�� X � !� �,?'"':K: -'.<H..l`," v-.- , e ." 1, F�t� § y_;:�' •-R 'P�F .y' ¢'a.J qS� r,� ",.• •;�: ',yy ,,S'` _ ,.-*.'� PPPs .9't d. i.:e" �'�63 ��`",'��, .;�y;'3'�,.,,;y� - '�' 'N'i <<'-:u��,.�;�." 7�^�3^ �;Y"'?;�'anN=4•',f` .+ ? w+^'"• -v,,{��;9. ,. ,<��z, •12/09/15..".. -, .� JS>. ? a, i"5^.._i}i=Y`u".t Y• c"Z '1sf:� ..T"... '• _ _ " _ i. � . JOB PRE-32065 SHEET NO 22 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE i Overturning Connections(cont d) at Check Tensile Strength of Studs to Transfer Overturning Loads-Sample C21CUlatibp,., (1) -2x6 SPF#3--- 12/09/15 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= ANSI/AF&PA NDS Table 4B Allowable Tensile Stress Ft'= Ft CD CF 400. psi ANSI/AF&PA N DS Table 4.3.1 Net Area of Studs A= 8.25 int Allowable Tensile Load Pt = Ft'A= 3300 lb Built up Column Fastening Requirement Assume Typical Connection made with 0.,131"-k-3 ..,-0" Nail Specific Gravity of Member Stud Height= 9 ft G= 0.42 Thickness of Member is in. Lateral Capacity Z= 1 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 131 lb ANSI/AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered (Capacity x #of rows) (Stud Cap. Stud Height) x (ft to in conversion) 131 lb x 2 3300 lb 9 ft x ( 12 in 1,ft ) in o.c. JOB PRE-32065 SHEET NO 23 OF 44 CALCULATED BY DB DATE 11/19/2015 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 Wind Exposure= C v Load from wind on Wall Wall Horizontal Pressure= 26.29 'psf See page 13 N't Wind Load = Wall Press x(Wall Height/2) a Wind Load = �°' 118.3 plf t13F{{{�' �,E•¢ ;� Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 3.053,3-lb See pages 14 & Length of Unit= 58 ft. 12/09/15 Load along sidewall in diaphragm chord =sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord = 52.643 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"ktoenails.s " Specific Gravity of Member G = 0.42 Thickness of Member is= 1 X50 in. Lateral Capacity of Nails Z82'✓ 'lbs ANSI/AF&PA NDS Table 11 N :a. w Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe Nail Factor Ct'_ 0.-83 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z CD Ct' = 109 lb ANSI/AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 158 ;lb 109 db cap 2 ;per framing member JOB PRE-32065 SHEET NO 23A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sliding Connections Assume Typical Connection made with N;, 0:131"x'3.0;'.NailsYin End-Gr"aid. Specific Gravity of Member G= 0.42 Thickness of Member is= "'A'.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 Cts= 0.67 ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ce9 = 87.9 Ib ANSI /AF&PA NDS Table 10.3.1 Top Plate to Studs&Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 158 Ib 88 Ib cap 2 per framing member Bottom Plate to Floor Assume Typical Connection made with M• ; ; z 0 13t1"x 3.0".Nails :;y'* Allowable Lateral Capacity of Nails Z' = ZCD = 82 Ib x 1.6 _= 131 Ib Req'd Stud Req'd Load Spacing = Load = r; , O 158 Ib / 16 i in oc 118 plf Nail Req'd Req'd Capacity / Load = Spacing ` :S gar 131, Ib cap 118 plf 13- in O.C. 12/09/15 JOB PRE-32065 SHEET NO. 23B OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with `"0.131"xr3:0" Nails,toed,,`^ Allowable Lateral Capacity of Nails Z' = Z CD Ctn 82 Ib x 1,6 `x 0.83 = 109 Ib Req'd Building Width Req'd Load Spacing = Load 8000 Ib / i 27.5 ft 291 plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap 291 plf 4in o.c. ELQ&' 1 . 5 l Lr- 12/09/15 ` JOB PRE-32065 SHEET NO. 24 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sliding Connections(cont'd) Alternate Roof to Wall Plate Connection Connector. Simpson Strong-Tie H10A Fastener: (9) 0.148"x 1 1/2",.nails in truss and (9) 0148"x 1 1/2"nails 'in plate F Allowable Load = .,.285 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 118 .plf 29 in. 16 in. 12/09/15 JOB PRE-32065 SHEET NO. 25 OF 44 CALCULATED BY DB DATE ;11/19/2015 CHECKED BY DATE Sliding Connections(cont'd) s; Design 2nd Story to 1st Story Connection $r Assume Typical Connection made with :0.131"x 3'toenails. Specific Gravity of Member . °�� G= 0.42tr r " Thickness of Member is= 1.50 in. 12/09/15 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= 0.83 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 2nd Story to 1st Story Connection -line-1 &line-2 v=Vfloor1 = 417 plf Ref. Sheet 14& 15 Connection: 0:131"0" @ 3 "o.c. 2nd Story to 1st Story Connection-line—A&line_B v=Vfloor1 = _175 plf Ref. Sheet 14&15 Connection: 0.13'1".x 3"toenails., @ 6 "o c. f i JOB PRE-32065 SHEET NO 25A OF 44 CALCULATED BY DB DATE 111/19/2015 CHECKED BY DATE Sliding Connections (cont'd) Fes:, _ E Design 1st Story Module to Sill Plate Connectionbr Assume Typical Connection made with s 0.131"x 3"toenails. ' Specific Gravity of Member G = 0.42 Thickness of Member 12/09/15 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= 0.83 ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ctn = 109 'Ib ANSI/AF&PA NDS Table 10.3.1 1st Story to Sill Plate Connection -line-1 &2 v=Vfloor2 = 776 Of Ref. Sheet 14& 15 Connection: 0.131"x 3"toenails. @ NG "o.c. 1st Story to Sill Plate Connection -line A, B&3 v=Vfloor2 = 210 plf Ref. Sheet 14 & 15 Connection: 0-.131"is 3"toenails. @ 6 o c. USE ALTERNATE CONNECTION ON PAGE 26 FOR"LINE I & LINE 2 F JOB PRE-32065 SHEET NO 26 OF I 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sliding Connections Cont'd ejffJ,'/�`y`,'i'" S'• 'i;DS( � Fly,-yp`'x�., }'} r' " ; .til.. �• __ 12/09/15 _t Design Alternate 2nd Story to 1st Story Connection 2nd Story to 1st Story Connection -line-1&line-2 v=Vfloor1 = 417 plf Connector: `Sirup on Strong-Tie LTP4 Fastener: y(12)0.131in.x 1 16n.riails , Allowable Load = 575 . Ib Req'd Sliding Req'd Load Spacing 417 plf 16 in. 2nd Story to 1st Story Connection -line A& line B v=Vfloor1 = 175 plf ... ...... ... .. - Connector: Simpson Strong-Tie LTP4 Fastener. (12)0.131 in x 1 1/2in nails Allowable Load= 575- Ib Req'd Sliding Req'd Load Spacing 175 plf 39 in. Design Alternate 1st Story to Sill Plate Connection 1st Story to Sill Plate Connection-line 1 &2 v=Vfloor2 776 _ plf Connector: Simpson Strong-Tie LTP4 r Fastener: (12)0:131 in x 1 1'/2in nails Allowable Load= 575 Ib Req'd Sliding Req'd Load Spacing 776 plf 8 in. 1st Story to Sill Plate Connection- line A, B &3 v=Vfloor2=. 210 plf Connector: Simpson Strong=Tie LTP4; ~ Fastener: (j2).0.131in x 1'1/21n nails Allowable Load= 575 •Ib Req'd Sliding Req'd Load Spacing 210 plf 32 in. JOB PRE-32065 SHEET NO 27 OF 44 CALCULATED BY DB DATE ;11/19/2015 CHECKED BY DATE Anchor Bolt Spacing OK. Sliding Connections (cont'd) _ _ Sill Plate to Foundation Connection -line_1 Connection: 1/2 "dia.Anchor Bolts @ X16, 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= .`01`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_ 'f6,80 Ib 7 :A Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD A]owable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10,3.1 Z' = Z„ CD= 10,88 Ib ;, Lu c4 Vfloor2 = 776 plf Ref. Sheet 14& 15 r ` Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing �_ Load at anchor bolt= 776 - Of x 16 "o.c. = 1034 Ib 12/09/15 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1034 Ib / 1088 Ib 0.95 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 = 0 1 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 0 plf x 16 "o.c. Concentrated Uplift Load = 0 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) 3 3/4 int Allowable Compression Load Perpendicular to the Grain P,-L = F.-L Awasher= 565 psi x 3.7515 Int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pc Pem = 0 Ib / 21.19.6 Ib = 0:00 Total CSI = CSI shear+CSI uplift= 0.95 + 0,00 = 0.95 'OK JOB PRE-32065 SHEET NO 27A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection - line—2 Connection: 1/2 " dia.Anchor Bolts 1.6: ,•" 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 = <°•'A0.55:; Thickness of Sill Plate is= 1:50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain r� ANSI/AF&PA NDS Table 11 E Z„= 680' Ib = (44§ , Load Duration Factor ?..i1p. $' ANSI/AF&PA NDS Table 2.3.2 CD = 1.6 Alowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain E `�epi ANSI/AF&PA NDS Table 10.3.1 Z' = Z// CD= 1088 Ib �8 Ymwc ;yy Vfloor2 = 776 ,plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 12/09/15 Load at anchor bolt= 776 pif x 16 "o.c. 1034 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1034 i Ib / 1088 Ib 0.95 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 :plf See page 4 and 0 pif See page 18A Uniform Uplift Load = 0 pif Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 0 plf x 16 " o.c. Concentrated Uplift Load= 0 ,Ib Allowable Compression Stress Perpendicular to the Grain Fc-L 565 psi ANSI/AF&PA NDS Table 4B Try: 2 "square washer w/ - 1/2 Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((7T/4) (0.5+ 1/16)^2) = 33/4 int Allowable Compression Load Perpendicular to the Grain Pr,L = Fir. Awasher= 565 psi x 3.7515 int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcpefp = -0, Ib / 2119.6',lb = _0.00 Total CSI = CSI shear+CSI uplift= 0.95 + 0.00 = 0.95 OK JOB PRE-32065 SHEET NO 27B OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection - line A&3 Connection- 1/2 "dia.Anchor Bolts @ `3°.42 " o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain W ANSI/AF&PA NDS Table 11 E Z„= 680-' Ib Wig- �"""''\LOad Duration Factor _ 3� ANSI/AF&PA NDS Table 2 3 2 CO = 1.6 towable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z// CD= 1088 Ib . ' Mix Vfloor2 = 181 plf Ref Sheet 14&16 ,. � Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 2/09/15 Load at anchor bolt= 181 ;plf x 42 !" o.c. _ 634 Ib CSI = Load at anchor bolt/Z' - CSI Shear=> CSI = 634- Ib / 1'088-. Ib = 0.58 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 185 'plf See page 4 and 215 `plf See page 18A Uniform Uplift Load = 215 'plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 215 plf x 42' "o.c. Concentrated Uplift Load= 753 Ib Allowable Compression Stress Perpendicular to the Grain F,,L = 565 'Psi ANSI/AF&PA NDS Table 413 Try 2" square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((1T/4) (0.5+ 1/16)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pc_L = Fc-L Awasher= 565 psi x 3.7515 int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 753 Ib / ,2119.6 Ib = 0.36 Total CSI =CSI shear+CSI uplift= 0.68 + 0.36 = 0.94 0K JOB PRE-32065 SHEET NO. 27C OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line_B Connection: 1/2 "dia.Anchor Bolts @ :: .36 ;;" O.C. Design Sill Plate to Foundation Connection ! Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G Thickness of Sill Plate is= 1.50 in. Nominal Lateral_Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z/1_ ., .680 %Ib Load Duration Factor 44 Mr •°' , %4 ANSI/AF&PA NDS Table 2.3.2 CD = 1.6. �1A owable Lateral Capacity for Bolt in Single Shear Parallel to the Grain x4< k ANSI/AF&PA NDS Table 10.31 Z' = Z11 CD= 1088 Ib Vfloor2 = 210 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= 210 plf x 36 o.c. = 630 Ib 12/09/15 '`— CSI = Load at anchor bolt/Z' CSI Shear=> CSI = ;m630 .i lb / 1088 Ib = .0.58 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 185 ,plf See page 4 and 219 plf See page 18A Uniform Uplift Load = 219 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 219 plf x 36 " o.c. Concentrated Uplift Load= 658 lb Allowable Compression Stress Perpendicular to the Grain FcL = 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 PcL = Fc-L Awasher= 565 psi x 3.7515 int = 2119.6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pc aem = 658 Ib / 2119.6 Ib = 0.31 Total CSI = CSI shear+ CSI uplift= 0.58 + 0.31 = 6.89 l OK JOB PRE-32065 SHEET NO 28 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 120 mph ;" , d 9 See pages 13D thru 13F for pressure calcs. 12/09/15 Wind Importance Factor= 1.00 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 32.7 psf Zone 1 Adjusted Perimeter Suction Pressure= 33.7 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 lift. Z= 10% Minimum Building Dimension = 2.75 °ft. But not less than 3 ft. Roof Framing Spacing= 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. O.C. Interior Zone= 33 psf x 1.33 'ft. = 44 plf Perimeter Edge Zone= 34 psf x 1.33 ft. = 45 pif Overhang Zone= 54 psf x 1.33 ft. _ 72 pif JOB PRE-32065 SHEET NO 29 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections(cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 17/16"OSB(Unblocked) Fastening: <OX11K3"x2'u 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= 0.113 ;in. 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 lb/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= 29 Ib/in. Length of Nail Penetration Lp= L-t= 1.563 in. Withdrawal Capacity per Nail W' LP = 45 lb Required Suction Load Capacity Interior Zone= 44 plf Ref. Sheet 28 Perimeter Edge Zone= 45 plf Ref. Sheet 28 Overhang Zone= 72 plf Ref Sheet 28 Required Fastening .µwe Interior Zone= 12 O.C. t�y Perimeter Edge Zone= 6 , "O.C. Overhang Zone= 6 O.C. it.w >-f`; ; ay�f;s a i 12/09/15 JOB PRE-32065 SHEET NO 30 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 11567; Ib B= 27.5 ft. vroof= 211 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 17116"OSB(Unblocked) Fastening- 0,113"x2"nails at 6'"o.c. panel edge nailing and 12 "c-.c. field nailing Tabulated Value= 161 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 225.4 ,plf > 211 'plf OK �y•':�4„;w µ;is�;-�, 3;. � z- k w' ,' d 12/09/15 JOB PRE-32065 SHEET NO 31 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 11372 Ib B= 27.5 ft. vfloor= 207 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Floor Sheathing: 5/8in OSB,t(Unblocked) ' - r Fastening: -' 0.1,13"x2"'nails,at 6 "o.c. panel edge fastening and 12 "o.c field fastening Tabulated Value= 170:2 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 238.28 plf > 207 _plf OK PP yy,1 s%' F E•v � i 3 � SPy t' 12/09/15 JOB PRE-32065 SHEET NO 32 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections Wall Sheathing "o Design Wall Sheathing Connection to Resist Suction Loads tyy, A, t 3 Sec Gust Wind Speed= 120 ,mph "' Oo „ Y See pages 13D thru 13F for pressure calcs. 12/09/15 Wind Importance Factor= 1.00 Wind Exposure= C Adjusted Interior Suction Pressure(Zone 4) = 32.7 psf Adjusted Perimeter Suction Pressure (Zone 5) = 40.1 psf Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Wall Framing Spacing= 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. O;c. Interior Zone= 33 psf x 1.33 ft oc. = 44 plf Edge Zone= 40 psf x 1.33 ft oc. = 63 _ pif e ' JOB PRE-32065 SHEET NO 33 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Sheathing Connections(cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: '7/1.6','`OSB$,,' " Fastening: '0:131s�Q:5,nnails at _r: . ">;;`. 6 o.c. panel edge nailing and 12 o.c. field nailing Specific Gravity of Wall Framing G = 0.42 Diameter of Nails D= Length of Nails L= 250. 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= 1.6r 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 ;� ��%` r, y,�; ` P Interior Zone= " Perimeter Edge Zone= 6 "o.c. 12/09/15 JOB PRE-32065 SHEET NO 34 OF 44 CALCULATED BY DB DATE 111/19/2015 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required zy 12/09/15 JOB PRE-32065 SHEET NO. 35 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Gable Overhang per Manual Af �• r� v ; ESS.. ' cppn`� €n'µ�� Baal _• :-+•°� Y w$1 12/09/15 JOB PRE-32065 SHEET No. 36 of 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(Ib) Truss Number: HM585820, Ridge Connection "6" N`245:_," / 87' / 99'`,,, / 0, , stee 'strapw/7a,0.1315nai/4"Use: seach end &,(2:).r,0:.Y1,.v31"xf.C"0i"..nta.,>ilsr_foed •Y:"i Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs _ •`,fir;:' „ - ,3.. .'�^\ _."M`'a. Flip Connection "5" ''>`245 'Y / `'`874. ` / 99',' / �'0', Use:71';1/4'x20'ga'steel strapw[(7,)0:131x2.5:',nails each erid &`(2)x0 ".131 x3':0riails;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" x'888 " / X573` / '461 Use:"H8&4(2)x•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 Y. c'Y r Y'P\.._.r'r :Y' .%.x iY: . ... "�4`.>.... . s.• .. ,.'`ry'.-,- .. ,w y' p�4.!" �f � $P�� ,'4 it �; 3Y " ,rix• t 12/09/15 s ' JOB PRE-32065 SHEET No. 36A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(Ib)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: CC680201 Ridge Connection"7" x`156 / 197, r / 199-' / y°0 i, .„ ,6:.%'y��,' ,�, ��.�., '•'ksr a x"I:..J, .'�c.r .. r. .i.. `'fi A•::;`,:,';• j Use:�� ;T.;. , „ .•,� , ,:.- ,.,.-. °'� .` ,. . ., .. :.. 1^1/4..-z 20nga steel stfap.w%(7,.):0:;1'31x25��nails'each end &•(3)=.0;131ax3:0- nails toed - > .4" r '<',LF '> 'n%,. l< _• Yy�p ,:�,:E"tia}�i.. ,Y ;x Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x.83 Ctn x 3 nails=234 lbs Collar Tie Connection : Use: Truss l? 43ee' Flip Connection "W" r'346' / 189 / ;1r99` / x F 0 .... Use. __ .. 1 1/4"x320Nga>steelstrap:w/(Z)0:131x2:5, nails each-end`&;(3)"0:131..,x3.0 ,nails toetl :. _..:_.... ., 4. Lateral Value 0.131"x3.0"toe-nailed =82 x 1.15 Cd x .83 Ctn x 3 nails=234 lbs Kneewall Connection "15&17" Use: 8-or- x. Mateline Connection 16 " x,401 / 709 . / O,aa.•• / , . ,0 Use. Sheathing Lap.w/F(1'0) 0:131:"x2.=5"nails each side Shear Value 0.131"x2.5" nails =60 x 1.15 Cd x 10 nails=+690 lbs �Q 'rax g33£ '£t • �3'�r �"'p 6 IK t4 j M ;A 12/09/15 r ' JOB PRE-32065 SHEET NO 37 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required L Plt fel" a _ 0 #. € 12/09/15 JOB PRE-32065 SHEET NO 38 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE ,Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 339 plf Simpson Strong-Tie MTS18 (6)0.1481nxl.5in nails each Sheet 5 Stud Connection end @16 in o.c. olt 12/09/15 0 0 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. i JOB PRE-32065 SHEET NO 38A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line_A 339 plf 6 in o.c. 2 rows of 0.131"x2 5"Nails 2nd Story Wall line_B 339 plf 6 in o.c. Stud to 2nd Story 6 Floor Band Connection 7/16"OSB/PLY overlap line-1 310 plf 6 in o.c. 2 rows of 0.131"x2.5"Nails line—2 279 plf 6 in o c. N 7/16"OSB/PLY overlap line_A 262 plf 6 in o.c. = 2 rows of 0.131"x2.5"Nails O v 2nd Story Floor line_B 262 plf 6 in o.c. = Band to 1 st Story 6 Ceiling Band 0 Connection 7/16"OSB/PLY overlap V 2 rows of 0.131"x2 5"Nails CL line-2 279 plf 6 in o c. 7/16"OSB/PLY overlap line_A 262 plf 6 in o.c. 2 rows of 0.131"x2 5"Nails 1st Story Ceiling line_B 262 plf 6 in o.c. Band to 1st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap 2 rows of 0.131"x2 5"Nails line-2 279 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. 12/09/15 c JOB PRE-32065 SHEET NO 38B OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line—A 343 plf 6 in o.c. rim foist 6" 1st Story Wall line_B 353 plf 6 in o.c. Stud to Floor 0 131 in x 2-1/2in nails 6A = Band Connection line-3 0 plf 6 in o.c. O Use 2 rows of fasteners along bottom edge of panel line-2 0 plf 6 in o.c. C C O V 7/16"OSB/PLY overlap sill line_A 343 plf 3 in o.c. _$ plate 1.5" � line_B 353 plf 3 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_3 0 plf 3 in o c. bottom edge of panel line-2 0 plf 3 in o.c I 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. I 12/09/15 JOB PRE-32065 SHEET NO 38C OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE I I Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie LSTA12 (10)0.148"x2 5"nails Stud Connection 385 plf (5 each end of strap) (Sheet 11 @16 ino.c. 12/09/15 aj cc L 40. O i+ V Q �O V Q. I i i I 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. i i j JOB PRE-32065 SHEET NO 38D OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 326If Simpson Strong-Tie LSTA12 (10)0 1481nx2 5m 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 1481nx2.5in nails Story Ceiling Band Connection 652 plf 11A (One Side Only) (6 each end of strap) 16inoc ea C 1st Story Ceiling Band to 1st 326 If Simpson Strong-Tie LSTA12 (10)0 148inx2 5in nails 11B • Story Wall Stud Connection p (5 each end of strap) 16inoc U i •CL F 1 st Story Wall Stud to Floor 326 plf Simpson Strong-Tie LSTA12 (10)0.148"x2 5"nails IIB Girder Connection (5 each end of strap) @16inoc Floor Girder to Foundation 267 plf Fasten on-site for listed load 11B 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. Y JOB PRE-32065 SHEET NO 39 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary (con d) I Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line-1 7/16"OSB w/0.131"x2.5"nails @ i 249 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 @ 244 plf 6"o.c.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 @ 122 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line—B 7/16"OSB w/0.131"x2.5"nails @ 115 plf 6"o.c.panel edge&12"o.c.field Sheet 18 A Perforated nailing(exterior) E d , N N Q 1st Story Wall-line-1 7/16"OSB w/0.131"x2.5"nails @ 595 plf 3"o.c.panel edge&12"o.c.field 18A Segmented nailing(exterior) N 1st Story Wall-line 2 7/16"OSB w/0.131"x2.5"nails @ 499 plf, 3"o.c.panel edge&12"o.c.field 18A Perforatednailing(exterior) 1st Story Wall-line A 7/16"OSB w/0.131"x2.5"nails @ ,x 215 plf 4"o.c.panel edge&12"o.c,field 18A Perforated nailing(exterior) M ; 1st Story Wall-line B 7/16"OSB w/0.131"x2.5"nails @ 219 plf 4"o.c.panel edge&12"o.c.field ,E 18A Perforated nailing(exterior) 12/09/15 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. I 4 JOB PRE-32065 SHEET NO 39A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary (con'd) Location Force Exterior Panel Interior Panel Reference i E m N N a 1st Story Wall-line—3 7/16"OSB w/0.131"x2.5"nails @ 105 plf 6"o.c.panel edge&12"o.c field 18B dSegmented nailing(exterior) M N z jf: • + 4 , 'fr ' 7"v- 12/09/15 ."t^row12/09/15 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-32065 SHEET NO 40 OF 44 CALCULATED BY DB DATE 11/19/2015 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-1 (2)Simpson Strong-Tie CS16 �., 1947 Ib straps (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 1334 Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story - line_A Dead Load of Structure is OK Sufficient to Resist Overturning 0 'Sheet 21 Load C 2nd Story Module to 1st Story tj Module-line_B Dead Load of Structure is _ `a _ OK Sufficient to Resist Overturning z: Sheet 21 Load U t 1st Story Module to Foundation 12/09/15 - line—1 Simpson Strong-Tie 1 1/2 in min concrete cover and C 5114 Ib STHD14RJ (30) 16d sinkers, locate 1 51n 21A rAl from corner O 1st Story Module to Foundation - line_2 Simpson Strong-Tie 1/2 in min concrete cover and 5168 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A ° from corner _ 1st Story Module to Foundation -line A Simpson Strong-Tie 1/2 in min concrete cover and 481 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21A from corner 1st Story Module to Foundation - line-13 Simpson Strong-Tie 1/2 in min concrete cover and 569 Ib STHD14RJ (30) 16d sinkers, locate 1 51n 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 I 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-32065 SHEET NO 40A OF 44 CALCULATED BY DB DATE 11/19/2015 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 C v _ O C O V = 1st Story Module to Foundation -line— Simpson Strong-Tie 3 1/2 in min concrete cover and C L. 896 Ib (30) 16d sinkers, locate 1 51n 21 B STHD14RJ from corner O N 'ta F �3 1 12/09/15 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. JOB PRE-32065 SHEET NO 41 OF 44 CALCULATED BY DB DATE 11/19/2015 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 1581b 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 D.C. wd tM S C 'a N 12/09/15 0.131"x 3"toenails. 2nd Story to 1st Story 417 pif @ 3 in OC N/A 25 Connection-line—1 &line—2 0.131"x 3"toenails 2nd Story to 1st Story 175 plf @ 6 in OC N/A 25 Connection-line—A&line—B Simpson Strong-Tie LTP4 1st Story to Sill Plate 776 plf @ 8 in OC (12)0 131 in x 1 1/21n nails 26 Connection-line—I &2 0.131"x 3"toenails 1st Story to Sill Plate 210 plf @ 6 in OC N/A 25A Connection-line—A, B&3 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted A JOB PRE-32065 SHEET NO 42 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary (con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 291If 0.131"x 3.0"Nails toed' 23B Joist to Endwall Top Plate p @4inOC 3 i< f$ o �j 12/09/15 a� c _ N 2nd Floor Endwall Mateline- Top Plate to Top Plate/Ceding 2667 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2 5in nails each NA Rim to Ceiling Rim across strap Mateline 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 2667 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 4624 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2 5in nails each NA Rim to Ceiling Rim across strap Mateline 1 st Floor Endwall Mateline- (22)0 1481n x 2.5in nails each Floor Rim to Floor Rim across 4624 Ib 3 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails=0.131"x Z5'; 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. ss y JOB PRE-32065 €j SHEET NO 43 OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE fS , Design Summa 'd � Locatio sheathing Connection Reference 12/0 /15A� MAIN ROOF: 211 plf 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 = Shear OVERHANGS: s 6 in o.c. edge&field +- 0 131"x2 5"nails at Wall Sheathing 53 plf 7/16" OSB 6"o c panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o.c field nailing 207 plf 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 N _ 0 Ridge Connection„6„ 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Sheet 36 v 0.131"x3.0" nails toed c c 0 0 1 1/4"x 20 ga steel strap w/(7) 0 131x2.5" nails each end &(2) N Flip Connection'5" 'Sheet 36 0.131"x3.0" nails toed 00 LO 00 LO Kneewall Connection"9" H8 &(2) 0.131"x3.0" nails toed Sheet 36 2 H 7 H Location Force Connection Fasteners Required Reference 776 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 16 in OC N Connection-line_1 and 27 0 0 plf uplift 1/8in thick min washer required 0 776 plf sliding 2"square washer w/1/2"Anchor CSill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 16 in OC 27A a Connection-line-2 0 0 plf uplift 1/81n thick min.washer required V 0 181 plf sliding 2"square washer w/1/2"Anchor 0 Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 42 in OC 27B M Connection-line—A&3 and 'G 215 plf uplift 1/8in thick min.washer required C 210 plf sliding 2"square washer w/1/2"Anchor OL Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 36 in OC L27C Connection-line_B 219 plf uplift 1/8in thick min.washer required 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. i i JOB PRE-32065 SHEET No. 43A OF 44 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE Design Summary (conal Location Connection Reference _ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(3) Ridge Connection„7„ 36A 0.131"x3.0" nails toed O = Collar Tie Connection Per Truss Print 36A O U 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (3) Flip Connection„6&8„ 36A 0.131"x3.0" nails toed 0 N 0 00 w Kneewall Connection"15&17” H8 or LTS12 36A U N LMateline Connection"16" Sheathing Lap w/(10)0.131"x2 5"nails each side 36A H- S tW 'q .r'q". •yam t a'`,. 12/09/15 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. r€ Ej :xY 4 '-F'-,-.+•'9- ",�� <Y:< ,3a":'�:;" E.:." -ems �„ "+sem � irru,->rs, - :�€..�'v n... L.,,i. ^sZK..�..'>. kMd;:iC,4� ?s,�,,r'•,„, s_t_::�L;�: T DOIZ C a G;�_ tM" w�:.T ^C,.... - - .,• j_.e,. ''SFE1 �E;'...�: ,yFl<f'_fti"..._ G �_ M .._....___—_. .: i %.,.._?.?_ "iYs� "`: - `€"ti# _ _ '3-?r-9: •I'T-28�2:'1:2' ,--12� ,`w�? i.=N FCR _ -" =-- r Ila i TYE' Z!-_ «� q Y, ' Gw-Mq '3z..•;:�-<:'x "} u:a". .:= tYl=dr .�vt:K° > _iC c•..�`:' :,YC< _ W'..,N.. } Its' EXE' ��>'LD^it.��i,*` �-`.�Y.. €'„�;'2�_-...m.s :G:s EEgm 7— TV t !s^ ._- �!.,". ,>02 ^G i2 GET € ?� �� ? !•?"3 - -'J I € - 3; € 'J 2u T mak=t ti t _ w '2.X :2`:: ri - " ,a" �.: _< I—i`r .5."iiat..s' }';V u �-.L.�_ )�-G2^�• <Y-46-2.: . :':�T'.r^ii`F€w >:,`•�m�.• .w 1'i Wit, .� ..._... I L— I" _- ,'p �2 -s: `c> ..,,.,.•_:_Gc'- : ;2;,_�_-2iii7_;_ Trs:._`s S _'^ `12��^;f>>., _�:` 's;"•^ _ _,_.. C 1 €:r rm j � ;€'rill <Fi 2b 2L 9' €g f.2 f..I F �� :. wok 2.,Frt! E'_Y _.- " S"-_�'_•___< ' - ci;' I _ _ _ ::i+- ? �> _ (^" r73;_I2in c:C-a�^a ;'r_:o 2`;`^• F_O}°." ^uR '3 �N`rsc s i` Sl�`..^YY.-w-. .., • > R= a :, d- -'-I• ��iISi.^v _ if =; 2 -y2s'.Y ) 27. 7F-7 12>2 -CR(' _1 M DZ I - d (2v: 1 - - r 't s - • :c• <... 2 +rr Ems' 2 Ca`i a,. d. r1- -"4 2W 1, s ' L w '€. 3 37 x2 3"231?j- -sot C.'?:55 SE€T 2t. 3 22 x1 W;'i 2'^ 7TYr} G ^w-ilr>4R;,l,7. Z5 3 2w 1a'- I1^2:2112} a%i;3 7,x. _1.c" 2^9: F•r=?2t_T R' S-O;sv 3.,22' I .j;,._'_. ~_2: ::FC€;Ga:"€ " `G^ .F"2:"2131" -'_ -7s 3 <^':.;;`s".,' , e mm_ ._.__ _ -- - irt 1 'Tii S:h;' 3"� ?i tOi7 90_; - K ;:Rte�;:E F?- ?: fY^7EFI:-^T .2 i - "£V(rF...,^ .„�*v_.. .:<"; -�.:, - r :"::.r•.'�.< >s T° ,.. ?,.'•:r.::` - .. _ _ .. , - y < 2a I ";'!, a.'-:u:". 4 _ � :1;� �x'S+a _ i> � .'•v C�•;;w M'T ;c;>s:._�g_..._._. " r M ^ ' jj < >GQ i c',:.J;.t• .'°�.;..> , =.?t Wiz_ W?i`z:' t 81z? ## 2• _ .,x s:^ '�`• FD1_.":,:" I_ _ "2L Z5 C--. e f w2". -i w .E` KM3.s>' _ '•if2 -><�."[:'>"fes::1_...,.._ 'C_< 17,"2 JR`X- (.;'>;, 3.22-�: �. .':?'�M.>•lYw%:.'E:'i!r:.l'u.h=:"".`,=C_..v g.'::;.'Y;�:,^,. Y EY?", .j.,`` ..,.._.__(a 7:'. _ :(;_--2w� {'%I; i ter::`:.�.. ..,_,F:F''T i.N for %r 1 r€ (I (- 1 2E_2;F 2 r�t `s'I:s,< - _13'2e`a 2-2 v2. ._# { -";' I € I a c4 C T CETAI 5 :x'22- r 7c t _2t ,. I. t }=_ ERN-IT �E;agLS 13-22-9, STcS i 2-22-9" 1 i•2€-= 7 c yT.� :O^w". `s1L5 3-22-5_' wI S 2W 2 <4 L3-23_L. r D. R Tr j�p w.- c cc nTw DETA1:a 3-22-9,2 _2_20: .P vµ 2 s T 3,. 35 _ 5'Pyr Y< 'Ic € C�G53. S ^ i N a9, 2` t ? I:'22-2C13 CRC55 5ECTa ' FG, 2 3-1- 2 1`< So. F5F ._._: _. MI �i13,5^2€;:u _ I cc '•�'Ci.`:,�7 f-., 2=v,a .......r"--......t `Ld� ''i 2 ,: ( I I -'-'-+. � s� ?`.c ET 13.2::-9` ALL FACTORY AND SITE FASTENING AND CONNECTIONS 'O:' }3'LG-91 .7•Li:.ix: Kb F,>�`�'<::'='-•- `9 3'-2z-9: _.".�-:e€i. ' SHALL BE IN ACCORDANCE WITH THESE PLANS - t�_ (`r~'. = `i for 2� .3-?s"-31 J j^v- 2.s>:.t .:'�� Kms"";iiii L_ ";Ls 18-2G• il-=�-2�yS � ' � > PREVIOUSLY APPROVED SYSTEMS DRAWINGS AND THE •,_,_.L^:° )m "" °2� ^` For 24 ATTACHED SUPPLEMENTAL INFORMATION(PAGES 3 AND Ii..4: ' ?n 1 3- i-a: - L 3 FRS '� E: T L5 4 OF 35) IF THERE IS A CONFLICT BETWEEN THESES `<# I Cv:,'`.ynT '� o" 2a< F ^S-9'3 w-i G I �e _ r K:�j LtT s c I -E`'?D'9'"=�.-2?'4 t •� �' ` INFORMATION SOURCES THE MOST STRINGENT �"�y ;s `^• 2.,:.. - w ary^= a_w<' _ REQUIREMENTS SHALL APPLY '€ v�v, "� �r ��22-5� .� 8 -2 GS 4-2�'2C:VF<s-s.*..'G:<-<•.Tv' .w y.«.v .,:..•_•�..�s�..r. _i ErwT a i 24, a-22-91 IX-'5-2C'0! $ 2 Ij r y rq ISb EC S -'.- � 2� _ ..' y.. .a _2... . a.•:.. .<.... €ice .31., _.: YCR<.. YES •_,.w.,��_-„.,,., :-5c (F}Y.Sv>'� C C'i.€s'( 4`^` .i`Z2'.<Yx .`.'.0`:i✓. �y � _ 9,r wa E 39,E for 2w u1 231 E =a <,�a t•f ', - ' •+.^ �_ - -rocx:p Ell e.€-• n c ^c - 'r€<: e yr.^_M _ 2:,3>•` -2. ».7 C :,' Y C ' - - P5” _ E v> is 3� :€. ?:^ 5 v„ 5=_. - -c e-c .;-.,. "' ;: t~E:: for w� 3-2»'9' :�z-'a-2a'C „+i!' ER - 2' ISc' nDJ"A 442 �• '.'42 R`t„Ry,1?'+�<'•+'. .'z�:it>` t- R d - I _ _ _�- _ 4 '�'� _ '`"` _ _y 55ESC 3-22-91 22-2&2jH 3 _G_ _ R>3`:==D N:W. .0 ^RS E': :t9,Air t s 1ECT :c; - 7 .. . =r,_ -_s _ ELECT ,r a<<,^91 I vO. E D ^v' :c� ,_,c. ba _. . - ' I.'. "28" r C3m7�1,:k _ La��t3 ^f,=.W `>= T� ----r- a _€�c2 ts�€:.:wax'erircrs-».cccass r_>< �' ? C, zv? -69 C. aIx Ike _ r j ^a-1 jE -F�: 2< µ a`�` �_ i9 2 2L: 5_ ..fit _ a e <t r: a: : STCR,..,_' PRE -P'aSE Cv?E. ddb 4: „, „._ - ,....... .,..•..- S!amp eid a€!«:xS wean>rerwe€< _ -M,sr;� ;z',^,_ _ u .K-' L.iG-€< .'L°L`=`S�->;'k&.._ s�:.C":a,_T=!.E;:Tc< u'� 1 Ci. ".'> u 2 3_c�.'•_2• >:i�-€s-L':�+ s:E.."`-i.. .'ti.... :•'< m A6raY r Br Ca..gw:em < z i* #,!�"iC r• m SE -ee.'- I � ZERO A E,: R G 2117,. `.;<' `}'•=?S€VL2~ @[ t.:ti:u:,>°1 R'-X," '<5;.-.xes.5,3..::-;i.VENT 4f'.3 cx�»35 ��T'M' $ h;_::9, ^oT�.r. I -Li'-S? _l-2u'i�u' ( „a' € t'f `.T °^+nv, =R - 'fir 9,'C= NCT 2 OR �: - ♦. �•:� I - € .a�r,•x...... wa J nuc SR "T L`5 E 5 C* c - o - `a — ^^ n +^^:>r •T - - c.: .#> #9 •! s s_`' I > - 9,G^ Q; ( I # -TSE'.»' y vyv 1 L.'_ i *c�€•xmr s� EN TK SS5 r _ w., _ IS6 FA R" 442 r2C'; 5a. hE € in I G :a 2C^ U � ': I S'`` G. m K u.. } '":'v:"' ;,Ira+"A'.€: :.:a+`+<.;, Cc,'af'i:i ',iv"''€ - sir t t _ :-€ S =,a..,zc:nM^t.:,zsra.'.<;twace'a. ,ryz•:.r::= ^,: 5. Y"1`zdx'1:f 9"YB 9,v C^J r•' 'y?, ':t'i i7i'Sa. I kt•4'x'^:,:." ^.•: :`I"5.e.-:�. ;�'+>.t'E;s�sem;:£t5 Se c S _ E3' } J'2-'"' 1::: :_f'wl a=axp•:<�-xavvaet :; :;€N ',10b= R CTP GL� fl%C3-5 1 IGH _ i€, ;s.c„��"}�:_ C.w F..:EG i,":h I >e's > Y C< ,t^..S-'_-,,,:• ;2., ev--�M 2_w _ r..,."I z<< a Hc- _ ^:a -E-c s' -_ '.`G - �• !b -�Cse: }s'•aY c�£iY5'Z. :.; SEi-Eu for,2P ._`3_ I.€z.�eu:.: ,€::,. i'iVPC L'l;C :5r,2.•'�2 >Iv -2 .u...: •_„ -- ;s: :._ji::fz.<....m,:. _SY 2 FEET h , . :,I. `a S:. ,uR__, �, c'a st _L a•9,:,�� _ _ _ �� "•2t':� 9,R;.»�,410- vf.N`< F4'. -Gs:e3 I cL.Eii ''� '.9,'G'" >o' 2c, 3-22-95 ij^-<5_-;3'w `Y "• ,W'Z _CT x3-:1 'v.2 �3.°xc. m ?,•- 'z< ° _ L f': 2 Y '~ a-1-7 f3 ~:LI.C::CG"`F€.i; .M E:C �'a- 2r. !%2's.ryw v-1S-2aiw �:.�. - z ,r.^,c• t ='.3C`s;a2 STW E•'°�'£��:Zc"3.,= 3>i=c. ^-� `+` vt..."T ES F:E:�* R a.'-1 ':i�`3 C�"-<'=. me-CE-13 it"',> USE C•r.",` a_'i- G '9,:0 .•-4>.,,.,. :>vEL_I:st6.. < f. 5 ^•'=Lv i,"Tt�",?5!;YvL_ .. __ .,, ..... _ I _ -- ,. SaE5� - r I Ea El i far 2s I°-22,85 U-: 2w2 vPTu�. HV C - > W rSTE '9CU'_: T�D 1 TH 7Pis 5` TH.$ L".:c r .c ? -aP 7YY [E 2IrDj.TE<'"cN"s ..c9, _ - r - �_ .- 4"1-9�3 I�-:5'i 3 ll=" WY_€'�_fi 'i };0 i3•:l:s� .,>.,n7Rf.`..:T1G�+ T:9,:=: r i<`:...'> ,� €s FVC..,.;:R a^.:,:!P=ld>S:Ff_-X:.EI. 3.� y R'.' ,,W ,or es -- - 3 2^d} <a...: 2 `5'-o;cy' om-:_5 - i F R'Z >a5 u EN -1 rtu ;.a" SEE: �9,3 FOR R.C:"�FL;xR a7Alc cYW w -2= 3-2Z-5S ^2-11' _._ M- _ a _�'s'7'la`v 2 "-.>�-iv=;`>T ,•c:iS 5 <i' "s. �-3w,,9,:_Z:T. �I?�.i ;STet+S, E,,:tCd•,`6S^s«x.. r _G'" _ - - I _s t :,7« S^a,;."_ ;•.EC x,£�: Gt.:i: '. i.;3 A+'::::z!3 Imo'='33'rc A E#ti+:^*�'3�"x.� `--^ > } I:.,L:ti*ii'�1^:u '�` >�.EC; '��:.c �'2 ;"' €cC ,Cr, .:a„�, =amu PT'L�'Zih �. „-,v 2 YUrT L31r'".E. OR ^-_Ci-c-q,`^ - "�` _ _ c_.` _- i 'C'"?rf:.�.:>_v € n< _;; LG '3•Ti^,r - <Y-?„ £':r"'.,TY �^>,`*=^ " I7<;;a n;3•3 c < �';t ,., CNNW "a» ^LF'E .,__ � �i.:TdR&:ZyB�a-_..... •µ--^�2'.'s`.."v i:. •�.._S s._•C'.nO Y r•:,,._L,5'IAIf; �:.� NOTES , � - - 2� .�I,..GL^4>":"�T :s«4 �C<2 C.,"`��Tt:."_ 'u�,r-�",= 'ga t'?'=`":'"..P'o�tiCIS C^T� 22-5i_•-._�C%5 C,, cE C `C TC c€y f?eT - -R. ca 2 _ i. €M£A?_So'-5:Ar r�Y < _ I a 3' t_:VE, �Ca SPEC: .2,., FOR VE-'::TMN fCa.2 5-"R"r%5c_r:Rr.:_:AN,mT E. I J ( 'o'.,_-2G:.. ~- (j( S£ �` 60 'v-'~�v"'13T'r4 ;>>fC'�-S 13'?"e'9? t. -a wc"� M, �g.'t✓ '�v i £ 3 V:'Y3 I$.^_!N•'_?.r,i=,li'"..-"•(i >.::?Ii,::"•�`..,.'4,YL-SR">Tu�r y2�c�'• ..`q ` < -.NG R;1D>iw 8"CI-2E' [ _ r r � � „;:: x z9, w _ . 6 ti - ��- �=2Ca3 120MPH 3-SECOND GUST �� :�`.3:, - 3G:., i�.-4x. <. .., ..�>.,u3ei.e x.,ti�'• ��'" "Y> ":.__L _ L'vvGv: 1 i4 u'=.Xs"�`Yv�+\e'V�"s «��.:3YC r'iK>^.'"'`'%S,`<'«.. tl € 3j # y`; .. ........ ........ `cc €'..' .:`.ti lv J SS-`>' �:1",c-L TN:i:n 3F` "'VL �°tl'v``e>_< 'c-'E.'-pp.:^� 'I""'-•--<<`-.,"•., I € I C..-"'"R SEP,— .:as: " S•"'ur: .. 1£`;Y« E."e---=:pY __Q'mS-�:YF:'"1CN LC'..":="..!ANZr S'-'i_! T19:e CF - -aTA'_ •T,':kr =.. ..-„ cL,'ia LEVEL A"< k•i'f 1 » Tater-SYtW'vI',.i .T-e�u'PS:-€V<O,1'..,>.-✓ e'zl �'.�^S oi, y " J�,_. !---^i'•}.'�'�iw.M [ "�" } ' t s� �•y " sem. €.`>.'�'L ''?'. •� ��'_:Z"N:�> €n C,,•.3; �,.� >RESc ^„- ` `a _ _,. • _cid >",R RGdz',rac,y :i:=.R3'..^.5 5_"! C L Cc`'#.`: �.� 9,i :;:a.P �PI ',•'E%fki -s-3£`T-`' ,:.Cvc 3 " - - _ ,...._.._° - Cv ., _••,....----_ 1�,<'" _ _ ..`a:"' ^ PROV'uEO�T'cn. ..,�° c��3,_�".�5 A ..ke ^a€X.T 't?ice R:'�<_Sa n + _ .g;'=N'i5":x'37.1_~E`":L t:: ^v ,-s�:'�. '-s "b`4:. ' 'cx- -r S• CR vs', 4#-:Vi�tG ;e?S;)Crr . � I ;%i`E;:-�1''L�c-':.�'Si•.�:t4;:�c'-��'stiti.;<;i=v`'Z •...._.� # I ? I LLI __,,.,...... ;�i�d } _ _ `�:35c<`.zv:f...!2-�:.xY _= :5 € :& . # r:€S`•�;,1a- PRE E�:T`t" _^G.�'`€.:' v ��: �:..�; w- ,... - [�.^,<`z !:•Y :.�:�€£':` _£:r-a.:t:C\.:c.? - ='x`. € i I i 1 � .Gce '."9,w >, 4-2 I F"`_ C'5. rZZ ;H'\i�',.:h3 _ Z'e-^Vi;.S'=a^'t A+c%ti S.�RI.S"r_'v�C J.:r.> _.,I '�.. - - > `?" ?�^ > 4 x=3'1« _'b?J '"L,a€y ...i`i �:_2it :-•�",+_, I I, w. " 'kR':C.i�""d_'d'.+_t-'rF..57=:�,u e � <:.,> �G .. jC __�"�»v v.«"Cy EXEMPT ::s.`.�-' Gu�S_ ,f"R,?;,��k,T:�bs��a`:"S�faS;.:z"E�R;-..'tR:;'a:*w .,......._I-. ._..._._.__.__. � I - I � L......,� •_ _. .—,-< T}..9, Rulz€Y5, _ :: Cr' 'S• I -., }. Y'# (.z`n'�',"E �K= :'i.`.v N.^'�`,P"i`.,: =< t ..,- Z-22-91 I c'CME 2'":S> ''� Id 5 58'-0" 46'-0 1/2" 42'-0" 37'-7"t 35-3"t 32'-11" 22'-10 1/2" 9'-1" 3'-11" tSTUD HEADER a 87.51� ;l a.t _ I ``� �'. � s 2-2x6 2-7x6 4" _ �,1 , 1 Y at, STUD 032 ' 0=22'x4L5 a, n' :: ,^' r motto l +1832 *1832 •1832 74S NGD ;.' s �£ $ i 38596 3859 OUT ING fie,W942 1 W244z - =s'r=' j<"=`r mss 15._5.. ti J.-i L--- 13'-8 1/2" §, � N �' Off' ,' DB21 D 824 V, 11 I'll, / ,• 15-0 5/8" TYPE-X GYP BD N ' C? ON-SITE ROOF CONNECTIONS 12/1RW =6802Otl: I 11 9" E_ RIDGE CONNECTION-7: L25"x12"x209n STEEL STRAP BE 1 W/ 7-0131"x2.5" NAILS ER END .f 1 DATA PLFlTE . d 3-0131"x3" NAILS TOED. o l a LAeas VT REOT)/PROV'DD: 15.50/24.10 7550/1204 COLLAR TIE CONNECTION-5a9: PER TRUSS PRINT m 1 12/09/15 FLIP CONNECTION-6d8: L25"x12"x20go STEEL STRAP 3 I o KITCHEN W/ 7-0.131"x2.5" NAILS EA END DINING RM a 3-0131"x3" NAILS TOED. ' i BWB18 830RT-2 I ON-SITE ROOF CONNECTIONS 7/12 28W (HMSSS820): _ of of KNEEWALL CONNECTION-15617: H8 OR LTS12 O1 m I LT REO'D/PROV'D: 1417/2L26 RIDGE CONNECTION-6: 1.25'x20go STEEL STRAP .'4 rn m c%j � MATELINE CONNECTION-16: SHEATHING LAP 9 VT REO'D/PROV'D: 7.09/15.00 W/ 7-0.131"x25" NAILS ER END W/ 10-0131"x2.5" NAILS ER SIDE _I 6 2-0.131"x3" NAILS TOED. cV N 1 ------ FLIP CONNECTION-5: 1.25'x20ga STEEL STRAP (DRIFT LOADS THIS AREA- 1 il'Oh1 W/ 7-0.131"x25" NAILS EA END 16"oc TRUSSESIMOD 3 1 & 2-0.131"x3.0" NAILS TOED. THREE-INCREMI -- JOINT 9:-1-SIMPSON H8 OR LTS12 & 2-0.131"x3.0" GARAGE - 3-SIMPSON L5TR18 STRAPS m NAILS TOED (1) EA TRUSS. � 2nd STY FLR GIRDER TO 5/8" TYPE-X CLG GYP (L-TOTT5TY� ER MOD STUD 3-2x65TUD 3-2x45TUD 3-2x6STUD 4-2451TUD ER MOD ER MODMOD ER�MOD� 1-9.25"x28'-8" LVL EA MOD @222-11.25"xis'-11 1/2" LVL ER MOD 1-9.25"x24'-8" LVL ER MOD gn EA MODPROJECTION DWN APPROX41/4" 1- x -0" L D STD_(5/8" TYPE-X GYP BD) - 5' 4' L 0 30 3-1 Q 30 3-1- - - --- T Mto -- - - -- - - ----- --- -------cc%j 2x6 MRRR WALi 24 NTHIS ARE1 0 BSMr LEVEL 1 17'_3" STRIR WELLS 1 amo 2-SIMPSON LSTR18 STRAPS )DATED TO C-1 COLUMN TO CLG BEAM AND STUD 3-SIMPSON L5TR18 STRAPS 0OR BY 0 HER o T FLR n2D�ER EA MODULE > COLUMN TO CLG BEAM AND 'j 1 BL Bbl RATED WALL *WP8105 0 FLR GIRDER ER MODULE ON-SITE ST Ln I EXT: 5/8" TYPE-X GYP SHTG OVER (24-TOTAu BY BLDR � I ¢8 I 7/16" OSB w/ 225' GALV. ROOFING NAIL FIELD �® STFUR 7"oc FIELD, 4"oc PERIMETER �� DWG w/ - -------- INT: 5/8" TYPE-X GYP W/ 6d COATED LIVING RM I�sTlzuc ' �/ rnm a) NAILS 1 7/8�' LONG. 0.0915" SHANK. ®� LT REO D/PROV'D: 2L42/24.10 � o) i/4 HERDS. 7 oc SPACING LL OD (V in ■■SHIP LOOSE GYP SHTG a FNDN ANCHOR `� VT REO'D/PROV'D 10.71/1204 - ' ' `-' `-' STRAP LOCRTIONS (2). BLDR TO INSTALL 7�� SLOPED WALL -1 i 4 m GYP THIS AREA ON �Q,�l�/l RAII-'G BY BLDR iN 4 W D �' 5/8" TYPE-X GYP BD 22'-0" N FI2EBLOCK M RT ❑ m cp 15'_5" CLG a FLR PENETRATION 0-3'-1" ON-SM BY E3 19'-7 1/2" 3'-1" oLRUN t11 14 11 m11'-6 BF.S c%j (3) 1.5"X11.25"LVL HEADE \ 5836 d- S zx6 - i SEE ATTACHED CALC L _ - 38592 36SL2 atir GRRDR ,� 1 l _ 74S_ WINGD - - - - - �D - .JACK ALO HEPOER� 3-� 42'-1" � (��, 6'x21' ON-SITE PORCH ROOF THIS AREA FLR RRILS ER (8-TOTAU STUD STUD U SHTG d FUID CONNECTION To FouwRnoN 120MPH 3-SECOND GUST BY BLDR MID - NOT -T_ WALLS/PROJECTIONS >5' FROM LOT LINE ^ ' " ' " _- r�` ' " __.v`= ' " 12-08-15 DM PE 50-0 321-611 21-6 81-011 NY GSL DATA: �� i1-20-15 DM PE GSL BRSE(301.2(5ll/ECFV= 35/<1000 FINISHED FLOOR <9 ABOVE GRADE NOTE: SEE HIGH WIND DESIGN PLAN l0 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FASTENING GSL REO'D/DESIGN= 35/35 AROUND ENTIRE PERIMETER- -4'x10' EXT WALL SHTG 1st STORY HOUSE,-4'x9' EXT WALL SHTG GARAGE 11-11-15 DM DB FLOOD ZONE - NOAwe mW�c nw;cvm 10-30-15 DM REV NY NOTE: FOUNDATION TYPE - BASEMENT NOTE: THE EXISTING HOUSE RT THIS ADDRESS IS PERMITTED PREMIERBUILDERS ► 09-25-15 DM REV STORIES ABOVE GRADE - 2 FOR DEMOLITION09-09-15 DM-RE APPLICABLE BUILDING CODES . A aM M QF�7 N0 SPRINKLER REQUIRED - NO WINDOWS= UNITED DESIGN SNOW ZONE= 35 GSL =NC mm om 08-24-15 OM REV 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC SIDEWRLL= 2x6 16"oc 1st STY SGL-HUNG ROOF= 7/12 1611oc (90*) W7 Pa Rt �Y. Pe rM •OmMe-886 d t m., -o. OS-05-15 DM RE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT MARR WALL= 2x4/2x6 16 oc 2nd STY DBL-HUNG ROOF= 12/12 16"OC (67.51 GARAGE wwwpwAr mwo imus ■ 7-20-15 GH REV WITH THE PLANS-AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH 'FLOOR JST= 2)10 16"oc CLG= R-44(HOUSE), WALL= R-21 DESIGN WIND ZONE= 120 35G TURN KEY / GLOVER 3 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. CLG. HGT., HOUSE= 9'-0" FLR= R-19(BY BLDRI WINDOW a DOOR DP= 40/50 ■■WRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CLG. HGT., GARAGE= 8'-0" (SEE RESCHECKI DEST. 645 HOLDEN AVE 1 STY FLOOR PLRN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF`A LICENSED PROFESSIONAL ENGINEER, ADDTL BSMT COL - STAIR OPEN'G(S) BASED CUTCHOGUE, NY 11935 _ _ TO ALTER THIS ITEM IN ANY WRY. LABEL - ■ ON 825"/9.00" GEOMETRY SUFFOLK CO. our Sr. 06-18-15 1/4"=1'-0" 32065d_000 42'-0" 38'-1" 31'-9 1/2" 16'-8 1/4" 8'-8 1/2" 3'-11" _ 4 t t 3-24 z-2xs STUD 3859 0 3859 3037-SG @ 38590 3859 sTuo EGRESS EGRESSI EGRESS EGRESS 13'-1 1/2" ZIIt too I 4'-ll" 5-3 l 2" 1 210" 11'-7 1/2" mI FMTMY 00cliI iLL- c:) I BATH 1 in � I I I 00 o I BR 2 - CJ) AIR BARRIER REQUIRED 2 ON THIS SIDE OF WALL 1 VT REOD/PROV'D: 01/IZO4 LT REOD/PR�OV D4.' 29.04/45.04. -- 30 VT REO'D/PROV'D: 14.52/24.08 N i m - r----i N o 21'-7 1/2" 11 I I �n m of I 3-2x5STUD 1-16"x28'-8" LVL ER MOD I I ER MOD 1-16"x27'-4" LVL ER MOD O rna�'°° ;'� 2 30 _ lk in N N X 5TRD2 NO CA s " ON Lst STY In 00 N 4-SIMP90N LSTRLB STAFFS c*7 (r) COLUMN TO CLG BEAM AM FLR GD2DER ER MODULE z r" ti ix (32-TOTFLJ r . 4 4." "�.. •� IN, ILL N BE 3 _ .� Cn ' 0] i (V I C3 LT REO'D/PROV'D: 15.50/33.78 K (V m _ � 1 CO VT REO'D/PROV'D: 7.75/18.05 � I O� ' I Lp 12/09/15 i F REBI_DCKR G AT ' CLG 6 FLR FEPETRRTION 1 ON-SITE BY BLDR o -011 15'-1 1/2" 4'-1 1/2" '-1" m 1 15'-0" EGRESS ' EGRESS 38592 0 *SPL.-OVAL RO=3Qs'x35S ------- --- ------ ------------------------3 _ _ 38592--�--- 2-24 STUD --- - - -16'- 1/2" STUD STUD 42'-0" 32'-6" 21'-6" 8'-0" 16' 7/12 DECO DORMER NOTE: SEE HIGH WIND DESIGN PLAN 2a & DESIGN SUMMARY SHTS FOR vHIGH WIND COLUMNS, STUDS. STRAPPING & FASTENING Rme m om wmc m 11-11-15 DM-DB -4'x9' EXT WALL SHTG 2nd STORY PREMIERBUILDERS 10-30-15 DM REV NY NOTE: RPPLICRBLE BUILDING CODES: 09-09-15 DM RE A�cnc CF rwcr xas ac "m°" 08-24-15 DM RE 12OMPH 3-SECOND GUST 107� � I►�.�,. Pa mss •070$+6-ass Fdamd t m.�— 08-05-15 DM RE 2010 RESIDENTIAL CODE OF NEW YORK STR MI 2010 NYS ECCC; 2008 NEC www.pemferDul EX� L,�,ed �e 7-20-15 GH REV 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 SIDEWRLL=•2x6 1611oc TURN KEY / GLOVER satmm 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. MRRR WALL= 2x4 1611oc ■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FLOOR JST= 2x10 16"oc 2 STY FLOOR PLRN CUSTOM UNLESTO S HE ETIS ACTING UNDDER THE Y.DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DESIGNED FOR OPTIONAL WIDE TRIM CLG HGT= 8'-0" ANY LABEL - ■ ff%RM 06-18-15 1/4"=1'-0" 32 65d_000 _ 1 2x6 SPF#2/1 RAFTERS ® 16"O.C. _ 2x6 COLLAR TIE ON ALL VALLEY RAFTERS WITH A SPAN OF GREATER THAN 6' FASTEN COLLAR TIE TO RAFTER w/(7) .131"x3" NAILS ER. END RAFTER ATTACHED TO ROOF TRUSSES AND OR BLOCKS 12 MRH w/(3) *8x3.5' TOE SCREWS 0'G 8b SYSTEMS DRAWINGS) 7 (DRIFT LORDS THIS AREA- 16"oc TRUSSES W FIRST THREE INCREMENT DBL'D) CLG 7 ,! ` i-n rn EEEI L= m cn N m 7/12 ON-SITE PORCH ROOF — FLR :t N , CLG CLG — D ED E:l El cn [711171 El - 0 M E:l E:l El__ FLR1E] Ell M FE___ GRADE ACCESS BY BLDR GRADE ACCESS BY BLDR FLR FRONT ELEVATION If � � ` A-£ ti ,�;' � 120MPH 3-SECOND GUST AMOMMM 110 Ex,n,m ,�, ,� PREMIERBUILDERSsrum NY NOTE: 0. ''z'g,2 50 4, nm o� r, A MM=OF M lCr UMM RC 12-08-15 DM PE RPPLICRBLE BUILDING CODES: f C � S87 N Rt Mrwy. Pa OW *t57 Z46-M &[t e�_.-a 11-20-15 DM PE 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC wwwgm*r*i, m�nm L imus R 11-11-15 DM DS 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 / GLOVER THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. 12/09/15 PLM Nm �000 ��U EISA VIOLATING ION OF E DIRECTION THE NOFTIONICENSm PROFESSIONAL ANY ENGIR,PERSON, FRONT ELEVATION -1 CUSTOM TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES MR Sr. DRree '-�� DRM 1 10-30-15 1571L/4."=l'-0 I 32065d_000 12 7 F CLG. im rn f� 12 FLR. 7 � CLG. ON-SITE PORCH Go v',l I L Li - r•aa�s FLA. 12/09/15 RIGHT ELEVATION 120MPH 3-SECOND GUST FUM HW EffMCM NY NOTE: PREMIERBUILDERS RPPLICRBLE BUILDING CODES: A WN M OF M#CY MMUS NC "m°m 12-08-15 OM PE 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC ARrc}. Pa 17758 •f51Df8 896 .E t mt-.-a 11-20-15 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT , "'w"'� mwo im,.d ae 11-11-15 DM DB WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GLOVER s 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. ■■ l WARNIIJG: 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 LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. DW Sr. ° =L DRM 10-30-15 1/4"=1'—O" 132065d-000 -URN W- 4 LG — is i rn fi fi f� f� LR LG — CLG 11 LUI o - CD H f� LR — FLR GRADE ACCESS BY BLDR GRADE ACCESS BY BLDR RERR ELEVRTION 120MPH 3-SECOND GUST LL$ NY NOTE: PREMIERBUILDERS APPLICABLE BUILDING CODES: J A�=aP�y MM PC nm cm b67 Pe Rt 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC w►vw Pe f/758 +S7UWB-89S Edu.�d t m., -o. 11-20-15 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT m� 11-11-15 DM DB SaMm WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #MI387-02-070. 12/09/15 rVTUTOF:LSTTMER �C IT IS A VIOLATION OF THE NYS EDUCATION LRW ARTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 arCUSTOM HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES DW er: � sc�THIS ITEM IN ANY WAY. DRM 10-30-15 1/4°=1'-0° tlafflMd-000 12 _ 7 � J CLG 12 12 CLG I \ / I \ / I - I I I rn I LLI= I1/ —=— I 12 FLR _ EGRESS EGRESS 7 CLG — ON-SITE CLG PORCH co t14 i " S Jd FLR 12/09/15 LEFT ELEVATION 120MPH 3-SECOND GUST VRUMM .FUMORUMIM rum mm VnIA= NY NOTE: PREmiERBUILDERS A MM M OF MNLT NO=PC 12-08-15 DM PE APPLICABLE BUILDING CODES: f87 Pe Rt P® VM M 0706.65 ,.,,d t m., .o. 11-20-15 DM PE 2010 RESIDENTIAL CODE OF NEW YORK STATE, 2010 NYS ECCC; 2008 NEC 11-11-15 DM OB THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SOMM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. FLM rUU RRNIIVG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LEFT ELEVATION -1 CUSTOM NLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER, ourtUr. Dare E TO ALTER THIS ITEM IN ANY WAY. DRM 10-30-15 1/4"=1'-0" I 32065d_000 ,1 . a --Now 40" g g 3 ------ 3 3 - -- , -------- ►►P GFXJOP N- CFT IIIQFr I `- S I I DDI 1 S3 S--J 8 8 ■ k 1 L _ la In 6 s .{� W15 I I I UNDER CAB II I I LITE (TYP) II -------- R - 6 310 I 3-LOCATIONS � i 3 3 6 3R I I I I I Ty 8 I I I �� I I I In I I i t I I -/' --- 4 3 3.- - 281RFR 2 - P 3 I L 3(> 851T SD 20 J 0 i--- �- 6 8 __—� 3 I I r - - -❑ (n ----- 6 - I _ELECT PNL I (6SMT) N I I R I (6' COIL) IL——— —— ———————— -- I r------- ----------- ----J I I I I m I r---------- --, I I I (f) 6 I I 2 1 � � In 6 6 SSDS3 6 - - -- - -- --- -- --- - - ------4--- -- - I ---- - -- -- - -----I-- ---- -- i --- - - - I I m m S YiI( S 7 -O 5 7 5 7 R ------- I 7 ENCRSED W - - r 7 5/8' TYPE-X GTP BD FOR FIRE PROTECTION ----------- I —_______— XAl -- ----------7 1 7 7 7 --------- R -------- 5 ! � 4 -SVill ---------- -- � - I5I 5 7 p x I D 5 Y\ Fl- 65 - -------------0 wr WP 3 -- 'Z;�;.=�- - - ---=- -- --- 3 5 5---------- --5- 5 ,l�a+,•Y.r3.Y p`L M �.Y ' `� 12OMPH 3-SECOND GUST HERT SYSTEM: ON-SITE BY OTHERS " MXWMVEL AUlR3=r=9raw NOTE; _L AFCI PROTECTION & TAMPERED-RESISTANT RECPTS. PROVIDED PER 2008 NEC ,im mm Ermc m 12/09/15 Z ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50# PER 2008 NEC 31427 (A) PREMIERBUILDERS 00A1m"'"m' NY NOTE: 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT AS I SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP A MR M OF MMY UMM MC "me= 11-20-15 DM PE APPLICABLE BUILDING CODES 4. REQ'D FRONT d REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE. W7 pa Pe WE #07UUS-WU Edr,.�d t m.i .0. 10-30-15 DM REV 2010 RESIDENTIAL CODE OF NEW YORK STATE, 2010 NYS ECCC; 2008 NEC ADDITIONAL "GRRDE-ACCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED www mao�imusae 09-25-15 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE-FRONT AND REAR SERMM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE. TURN KEY / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT REQUIRING SERVICING, PER 2008 NEC, SEC 210.70(A)(3) TO BE PROVIDED AND Na: ■■WARND'G: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, INSTALLED ON-SITE BY OTHERS. 1 STY ELECT PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. v.%orb RM 08-05-15 j'1%¢"=1'-0" 32005d-000 I I - 22 22 I I 23 23 I I I I - l I 1 23 I I 1 022 14-3 I I 22 I _ ® -,- -2 - - 3 I 23 ---- 14-3 X ` S I I 23 1 22 I DS � I. .3. .3 2 r-----, 6 _ Ltl---- -- ----J I — ———— — L---14-9 ----------------Uj R —�I- --- — r- -2, D R 2 -,I II II 23 14-3 TO I I II J22 BMT SD -\20 22 I II 20 23 �C L_�_-1 II 22 S3 I - I I ((�� SL FOR SL I L — ' j 20, 20 "Ff I 20 21 *2 _ I 1 I I 20 I I I I I I 1 14-3 I 1 I I 20 2 I - - - - - --- � I I 14-3 <�� _ I I I 21 _ 1 I I 2 I 20 _ I 21 21 I 20 20 120MPH 3-SECOND GUST mv. :'a✓�. i.. .S•• o£ r :y..rO rum"m®1 arm M' NOTE; PREMIERBUILDERS- A 340 rK of MMr IV=&C mm cm 11-20-15 DM PE APPLICABLE BUILDING CODES: ten pa p� j, pd �Iyg �7pJg gg6 a._a�- i_.o, 10-30-15 DM REV 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC: 2008 NEC `�_.n '# wwwZ �� mwo im„s �e 09-25-15 DM RE 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 / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1387-02-070. 12/09/15 ■■WRRNI : IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2 STY ELECT PLAN rumCUSTOM UNLESS HE IS ACTING UNDER- THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. ° ' oars ' ,�•�� DRM 08-05-15 j'1/4"=l'-0'l 32065d_000 10'-61/4" Line A 2-7 1/4" 3'-6" 5-0" 5-11/161, 4 _ A 1131 A A A = STHD14RJ } J ` DW Line 1 Requirments B = HDU14 on (4) 2x6 SPF #2 I Double 2nd story floor joist above wall. 7061# uplift Double full height ceiling joist above wall. 10 9 g Double floor joist under wall. N ; O Fasten 2nd story double floor joist to 1 st story double ceiling joist and double ceiling strap across _ fasten mateline joist to top plate w/ 0.131"x3" nails toed at 3" mateline per m floor rims together J O.C. calcs. Fasten 1st stud in ; w/ 1/2" thru bolts at Fasten bottom plate to double floor joist w/ 2 interior wall to48" o.c:or 3/8"x8" rows of 0.131"x3" nails at 6" o.c. per row _J exterior wall A lags @ 32" o.c. wcolumn w/2 rows H of 0.131"x3" nails J at 6" o.c. per row z < Ld 7 tA— J sV 'i CEILING ACCESS Z FOR FIELD INSTALLED Fasten 1 st stud`inJ CTR. GIRDER BOLTS. 12/09/15 interior wall toi 00 ---------— SEE MT. #4- sHr 7n2 EDGES SUPPORTED — ——J - exterior wall N column w/2 rows , rz of 0.131"x3" nails at-6" o.c. per row Uq U L-J\)F O m Alli B A A t - 2'-8 3/4" — -- -- 3-6" Line B 3'-5" 4'-11" 4'-10 1/2" LINE-a 120MPH 3-SECOND GUST MMRAZVM- NOTE; SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN PREMIERBrU1LDERS �"Mammo STUDS AND TOP PLATE LIMITATIONS rXM A"99M n NY NOTE: -Vx10' EXT WALL SHTG (HOUSE), 4'x9' EXT WALL SHTG (GARAGE) alum mmmmmm nm o APPLICABLE BUILDING CODES A MR SIN OF MMCr NW=NC b87 Pa Rt A1ncy.Pa 9M a E di m., .pa- 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC pp pp� , 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 / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. U E IS ACTING VIO UNDER OF THE DIRECTION NYS TIEEDUCATI LICE ARTICLE PROFESSIONAL145FANY GINEE ENGINEER, 1st STORY HIGH WIND DESIGN - laUSTOM TO 'RLTER THIS ITEM IN ANY WAY. °�"�Sr. ° � '��` DRM ii-20-15'PEI 132065d-000 2'-4" 3'-1 1/2" 12'-3 1/4" LINE-A 5-1 3/4" B A A = (1) CS16 from 2nd story wall studs I to 1 st story wall studs. ; C B = (2) CS 16 from 2nd story wall studs I I to 1 st story wall studs. 1 I I 1 strap across °' fasten mateline i m mateline per floor rims together ' calcs. w/ 1/2" thru bolts at 48" o.c.-or 3/8"x8" lags @ 32" o.c. c\1 I I Z I I J C I I 77 NYJ Z FLOOR ACCESS FOR FIELD INSTALLED CTR. GIRDER BOLTS. � � � �•; SEE DET. *4 SHT 7a2 � eJ I EDGES SUPPORTED 3 (V 12/09/15 i o i I B A Fasten 1st single 6'-4"-- — 6'-6 3/4" 4'-2 1/4" - - - 4'-10 1/2" story truss top LINE-B chord to each 2nd story wall stud w/ UMRAMVEL AU 0=T=_ (2) 0.131"x3" nails � � - �' NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING. CORNER STUDS / BUILT-UP COLUMN PREMIERBUILDERS B TO HM on MUCTO STUDS AND TOP PLATE LIMITATIONS nn+wnoKneia.ow NY NOTE: -4'x9' EXT WALL SHTG APPLICABLE BUILDING CODES: a sP ar xaret Ne 2010,RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC 120MPH 3-SEC®ND GUST �, ++�j Pa rrr� * s �• •t�— �- THE PLRNS 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 / GLOVER 000 THE DEPT OF STATE, WHICH WERE -02-070. FLM o WW2NIIVG: IT IS A VIOLATION OFF THE�NYS EDUCATION LAW ARTICLE ROVED ON 2/20/2015 UNDER S145 FOR ANYSTEM Y PERSON, 2nd STORY HIGH WIND DESIGN - 2d - CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ° �' SCAM .ioe• K TO ALTER THIS ITEM IN ANY WRY. DRM 11-20-15 PE 1/4"=1'-0" 32065d_000 58'-0" 16'-0" 42'-0" _ LINE-A 7 / LINE-A A l0'-11" r- - - - - -- ---- - ---------- ------ ---- - nEl -- -- - ----- -- ---- - -- -------- --- -- ------ ---- -- - - - - -- --- - ---- - - - - -- - ---------- - - --- , 1000 PLF D 1365 PLF `J I - — - - - - —————, i -— —— —— — —— —— — — ———— ——— — —— — — — ———————— —————— ——— ———— — — — ————— — — —— —— — — ——— ——— ——————— —— — _ _ _ R, Ik>�p _ -•,. F x h' I I SILL PLRTE TO FOUNDATION 776 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR s 16"Oc i I CONNECTION - LINE-1 0 PLF UPLIFT BOLT (RSSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED 12" I I SILL PLRTE TO FOUNDATION 776 PLF SLIDING RNO 2" SQUARE WASHER w/ 1/2" ANCHOR a 16"oc CONNECTION - LINE-2 0 PLF UPLIFT BOLT (RSSUME 1/16"-OVERSIZED HOLE) 1/8" THICK MIN. WRSHER REQUIRED I I SILL PLATE TO FOUNDATION 181 PLF SLIDING AND 2" SQUARE WASHER w/ i/2" ANCHOR a 42"oc CONNECTION - LINE-3 215 PLF UPLIFT BOLT (RSSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED I SILL PLATE TO FOUNDATION 181 PLF SLIDING AND 2" SOURRE WASHER w/ i/2" ANCHOR a 42"oc I 1 CONNECTION - LINE-R 215 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQU I 1 "wr LIN 1 I SILL PLATE TO FOUNDATION 210 PLF SLIDING RND 2" SQUARE WASHER w/ 1/2" ANCHOR a 36"oc 1 I I I I I CONNECTION - LINE-8 219 PLF UPLIFT BOLT (RSSUME 1/16' OVERSIZED HOLE) 1/8�� THICK MIN. W R REQUIRED I I -Lip 5 1/2" 12/09/15 Ell I 1 I I 1 15'-0" cy lil 6" 1 3-6" 6'-0" 5'-9" 6'-0" 0" 13'-9" 6'-0" 6'-0" 1 1 rn w 1 1 r— r— --i r -1 r — —� I -tE)- ----- -+ ' N I I N I I I I I I I I I I I I I I I 04 9.3729 PL 9.372# PL [� I ---J L- L---- --j '- - - i L-- -J L ---J 1 I -1,296# UPLIFT -1,296# UPLIFT A❑I I 13.202# PL 4.042# PL 4 042# 17.626# PL 9. PL 12.646# PL 15,564# PL All in 1 L1 & 10,949# PL -6,377* UPL T1„ I 12,924* PL 1 7,782* PL I LINE-2 I 1/2 -6,377* UPLIFT bac�2 3 $ i I NOTE: FOUNDATION SHALL BE DESI NED Y 'NYS DESIGN PROFESSIONAL WITH I ' KNOWLEDGE OF LOCAL SOIL OND IO HIS SAMPLE PLAN IS ME —�— NOTE: MINIMUM (2) 1/2” ANCHOR BOLTS PER SILL PLATE 1 I 1 1 ONLY TO COMMUNICATE THE )IMEN$I011RL RND LOADING INFORMRT TO SECTION. ANCHOR BOLT IS REQUIRED 3.5" MIN - 12" ' 1 1 ; DESIGN PROFESSIONAL SO T EIR F U ATI N DESIGN IS COORTED _ MRX FROM EACH END OF EACH SILL PLATE SECTION. I CONNECTIONS FOR LISTED UPLIFT LOADS TO BE PROVIDED I I 1 I WITH THE REQUIREMENTS OF THE !I IOD AR BUILDING. FROM MODULAR TO FOUNDATION ON-SITE BY BLDR. 1 1 I N 1 1 I I I 1 ; NOTES: 1. COLUMN LORDS SHOWN PRE BASED ON INDICATED SPACING AND A 1/2"x9"x12"(26/28/31W) 1 I 1 I I I A❑- 1-SIMPSON *STH0I4RJ RNCHOR (8-LOCATIONS OR 1/2"x6"x12"(24W) STEEL PLATE IS INSTRLLED ON COLUMNS. I 1 I 12" 1 1 2. IF COLUMNS ARE MOVED, LORDING VALUES WILL BE VOID.- - 1-SIMPSON *HDU14 RNCHOR CONNECTOR -LOCRTIONS) 3. CENTER FLOOR GIRDER SHRLL CONSIST OF 6-2x10 SPF#2 (26/28/31W) OR 4-2x8 SPF#2 (24W) I I I I 4. MEMBERS WITH FOUNDATION LOCATED RNDMUM OF SET U INSTRUCTIFEET ONS FORON ESECURING MODULE.CH I I 1 I I MODULES TO FOUNORTION (COLUMNS, PERIMETER & CORNER RNCHORS (IF REQUIRED)). I 1 1 1 I I 1 I 1 1 rJ L — - --— — — — — — — — — — — — — —— — — — — —— — —— ———— — —— ——— — — ——— —— —— — — — — — — , 1 1 I I i lei L --- - -- -- ----- - -- -- - - --- r. p 1365 PLF . L --- -- - - -- - - - - - - - - - - - - --- --- J I I� ® 1000 PLF ® „ 4444- - - - --- -.- -- --- --- - ---- - - - -- - - - -- - - - --- - - -- - - , J _11 I - - --- - - --- - -- - ---- ----- ----- - -----J -- 4 444--4444-- -- --- * PL - -4444--R - - -- -- -----4444-- i 4,612* UPLIFT -1,612* UPLIFT 3° � LINE-B an N 15'_11" 3'-z" s i/ ° 26'_1" 16'_0" LINE-B L n DFOSM LUMBER To 6E of DFITI�LY ouaRAa_E WOW OR WOM THFIT Is rfa=RvarIVE_TREMED nr ACCORDANCE Wrrr ,UL 12OMPH 3-SECOND GUST ,7 -q MOTES 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. RCTURL Z ��L�nLISTM IN SECT=T 4 CF RWFEUcr�atlrn ntsr eE a�aovm i SURE -TRERM wood E FOR / FOUNDRTION DESIGN TO BE RPPROVED BY A PROFESSIONAL ENGINEER �Tu c OR REGISTERED ARCHITECT. a OR APPROVm PRESSURE VafIVE 1RIEATm uom BUIVCEVgL 43MORUNTMN aim REV: 2 THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 4'�'F�1D CUT° S' rwn i m � of - � WOOD�L BE TRE M IN THE FMD IN ACCO)DRWE WITH AWPR M4. S.Ati NRIlS USED m1 THE CONSTId1CTLa1 OF PQtCFf9 a oETJCS SHfi L TREF�ED FM FEET THE REMRREMENTS OF ASTM F M7. THREFD 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. SHf1110 NgLa WOOD SCREWS SHALL MEET THE REOUEREMENTS 4. SEE MASTER SERIES DWGS., SHT. NO. 3c & 4a, FOR NOTES AND DETAILS. of a�svASME Ellp�1 EIOLTS a Lfi�SCREW9 SHFil MEET THE I�]OLOREMENrS OF Ra/FZM FdR2L a FLRSrflTIG 9HFi1 EE METfL OF A niMUn NOnB THQCKNE99 QF 019 IPLfS OR RN APPROVED N�FMETFLL= MATERn- nm Avwm miN NY NOTE: 5. MAX. CENTER FLOOR GIRDER SUPPORT COLUMN SPRCING= 7'-7" (2594 PLF) �+� T eE u�D nr om€cT cararacr wlTrl�ur+eEn TRoatm wrrH PvATivEs nwT caMaui COPPER suw AS Aca REMIER UILD RS ' 7.RLL SCREWS. EMTs, NAILS,NUNS,a wR4ERs FOR USE WrrH PRESERVATIVE TRE3iTED Worn WILL BE HOT-OBPm RprC Tm GFLVM17ED A ME M CF�ry�� 12-08-15 DM PE RPPLICRBLE BUILDING CODES: STEEL-STT EWW Sig1.sTLTcaN aRor�oR COPPER FRSiENERs sFgLL BE HOT O7Pm GFLVFYMD AND WHLLL MEET THE REDIRFEMENf9 OF 2010 RESIDENTIAL CODE OF`NEW YORK STATE; 2010 NYS ECCC: 2008 NEC asrn a Is9,*ass o FOR PASTErExs sie�omAMEroz Aro SMALLER.OR CLASW c FOR FASTErozs WITH DDAMETER9 ovER 9/s'. •687 Pe Rt Macy, Pe T/758 *f570 (8�6 -d t m.L- n. 11-20-15 DM PE a FASTENERS OTHF]i Ti wM HRbs Aro TIlt�R RIVETS SHALL EE PERMrrTH37 TO EE aF MEd LY oEPOsiTEo IDdC�OATm STEEL WITH CORTDdG www�1911�r_blllk33.am m.�o L imus R 11-11-15 DM DB THE PLRNS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT WERNTS IN ACCORDANCE WITH RSTM a 895.sass S9.MDOMUK WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH a H�o� � -E'er, `AAs `%%,", r To BE P.�L� TURN KEY / GLOVER S 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM *M1387-02-070. ml-R m sm. MEET Asrn A>zt3 Im RVW& OOMECTg2S EXP05M TO WALT warER OR LOCRTm Wrnim 900 FEET CF A SALT wRTFR 9i1011s=LVE SHELL BE STRZICESS STEEL TS. FOUNDATION LAYOUT PLM NW ■■ OR WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW RRTICLE 145 FOR RNY PERSON, u ALL oa& aWM OR NON-FEIMS F MOM OR H SHALL BE As APPROVm Or THE AtmiORITY WNM JUR=CTIONI CUSTOM UNLESS HE IS ACTING UNDER.THE DIRECTION OF A LICENSED PROFESSIONRL ENGINEER, Iz HOT o1PPED�c-CaATED GFLVR= STEEL Corr =ORS ARE RtaAREo AT ANY CONNECTINS INTO CONCRETE TO RLTER THIS ITEM IN RNY WRY. I9 FlASTENERS AND CON EC70M ngsTc�LEn IN 'F" m LUhaER OTHER THAN MATERIA_ wrTH A CrIEMMfL.REn24n N GRE rER THAT RWPA OR UNA DNN or. DATE sCate i°e■-SER'* SiiiL srAnr GRIME 304 OR MS. DRM 10-30-15 1/4"=1'-0" 32065d-000 LVL INTERCONNECTION DETAIL MALSPACES 2-fLY BEAM 3-FLY BEAN "4-PLY BEAM 0.131x3'BR OR 1J2'BOLTS 0.162'.35'NALS 0162'x3.5`NAIIS FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: 1 ' (2) 15' MEMBER BEAMS: —USE (3): ROWS OF 0.131"x3" NAILS @ 12" O.C. (575 PLF MAX. UNIFORM LOAD) —USE (3) ROWS OF 0.131-0" NAILS @ 6" O.C. (1,150 PLF MAX. UNIFORM LOAD) B7317x7'NA LS(15-MEMBERS) (2) 175" MEMBER BEAMS: 0.131•xa5'NAILS(175.REMBM -USE,(3) ROWS"OF 0,162"0.5" NAILS @ 12" O.C. (845 PLF MAX."UNIFORM LOAD) -USE (3) ROWS,OF 0.162`0.5" NAILS @ 6" O.C. (1,690 PLF MAX. UNIFORM LOAD) 6. (3) 1 5" MEMBER BEAMS: -USE (3) ROWS OF 0.131"x3" NAILS @ 12" 0 C. (431 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"d' NAILS @ 6" O.C. (863 PLF MAX. UNIFORM LOAD) BUILT uP COLUMN —USE (3) ROWS OF 0.131"x3" NAILS @ 4" O.C. (1,294 PLF MAX. UNIFORM LOAD) FASTENING' (3) 1.75"-MEMBER BEAMS: —USE (3) ROWS-OF 0.162"0.5" 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 1.7,5" 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: re` _ —VALUES ''•- APPLY TO COMMON, A307 BOLTS. BOLT HOLES MUST BE THE, SAME DIAMETER AS THE THE'BOLTS. WASHERS MUST BE USED,UNDER THE BOLTr'" ,x HEADS AND NUTS: ''r "Y —THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF-A 3—PLY BEAM. —7" NIDE.BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY, THEY-MUST BE 3;`w 1} 3 ..zI LOADED FROM BOTH SIDES AND/OR TOP LOADED. -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE 1x'x"� > " 'ti, 1r '13 23 12/09/15 120MPH 3-SECOND GUST mv: nm■HM®L C n CM NY NOTE: PREMIERBUILDERS mm MC APPLICABLE BUILDING CODES: aam cncOF r xa�t fi87 Pe Rt Mncy. Pe fl768 r(57p,154�896 ci._a _ .i o• 2010 RESIDENTIAL CODE OF NEW YORK STATE, 2010 NYS ECCC; 2008 NEC www render-di !t_dl 4i t 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 / GLOVER s 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. ■■WARNDVG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LVL INTERCONNECTION DETAIL arCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. ° Or. ° s�a.e � DRM 11-20-15 PE 1/4"=1'-0" 32065d_000 2003/2006 IRC CHART 2010 RCNYS CHART PER TABLE R301.2.1,2 WIND-BORNE DEBRIS OPENING PROTECTION OPTIONS.- FASTENERFASTENER SPACING 1._ PRE-ENGINEERED WINDOW /DOOR PROTECTORS MAY BE INSTALLED ON-SITE BY PALL SPAN 4'<PANEL SPAN <PANEL SPAN OTHERS. (MUST MEET ALL STATE& LOCAL CODE REQUIREMENTS) <OR=4' <OR-s' <<OR=a' 2 WOOD STRUCTURAL PANELS WITH A.MINIMUM THICKNESS OF 7/16" AND MAX PANEL N0. 6,SCREWS 16"' 12" 9"' SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION 1N.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 ACC DRDINC TO FASTENING FASTENER PANEL SPAN a'<PANEL SPAN 8'<PANEL SPAN LISTED`ON-THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33' OR LESS TYPE <OR=4' <'OR=6' <OR=B' 'WHERE WIND SPEEDS DO NOT EXCEED 130-MPH. NO 8 SCREWS 16" 10" 8" 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL 2- FASTENERS SHALL BE LOCATED-A MIN OF It FROM THE EDGE OF THE-PANEL 3. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH�THE EXTERIOR WALL COVERING A-MIN'OF 1 75'INTO WOOD WALL FRAMING,A MIN OF 1.25'INTO CONCRETE BLOCK OR CONCRETE,OR INTO STEEL FRAMING BY AT LEAST THREE - THREADS.,FASTENERS SHALL BE LOCATED A MIN OF 2.5'FROM HE EDGE OF CONCRETE BLOCK OR CONCRETE 10 FRAME BOARD. 4 WHERE SCREWS ARE ATTACHED TO'MASONRY OR ASONRY/STUCCO,THEY SHALL BE INSIDE DIMENSION TO BE LARGER THAN ATTACHED UTNZING'MERADON-RESISTANT ANCHORS HAVING A MIN WITHDRAWAL CAPACITY OF 490# OUTSIDE DIMENSION OF THE WINDOW FRAME, AND FASTENED TO SOLID FRAMING MEMBER _ BEHIND SIDING. 71, 05B'MIN. r/„f , . .53L[ 12/09/15 WIND BORNE DEBRIS PROTECTION DETAIL 120MPH 3-SECOND GUST IRV: Rim�OEM mayscm NY NOTE: PREMIERBUILDERS APPLICABLE BUILDING CODES: a 7 F l R 4 EUr xa #c ww 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC www.prwml&l�(d9ra�com VMm o,m, P` THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SEMM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / GLOVER 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. ■■WARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WINDBORNE DEBRIS PROTECTION R arCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, MR TO ALTER THIS ITEM IN ANY WRY. DRM 11- 20-15 PE Joan—BMW31%4"=11-011 2 65d_000 a ' 20`-0"MIN BUILDING LENGTH L FIELD NOTES L EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY BUILDER • ¢2g7 4257 4257 3037 4257 2 SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD _________.---_-•________ ------ 42574257 4257 2 4S'74257 INSTALLATION B7 BUILDER _ 3. STOOPSp.L AS�TAIRS.FANIDRRILS.GUTTERS.DOWNSPOUTS. I; Irr r4 ❑❑ __________ _, u,— OPTIONAL DSER DJH R�CCOR RN7ACEE LRTU HSTRmTE RND%OR LCL B7 ° NOTE-10 , - 2 i OPTIONAL BEDROOM u �+ NOTE s3 - �•146 4 BUILDER WOWS�OPTI�L AND INSTALLED B7 S I MIN.AREA:70 SF E ` `., :;i I•T lO OPT DR BATH S THE LAST ROW OF SIDING BOTH FRONT AND REAR NOTE¢3 r rlx KITCHEN ;y ��t i• UTDSTY i' NOTE¢16 - KITCHEN BEDROOM & SHIPPED LOOSE L�IOEO�fS�EERFOpR FIS TIONINSTALLATION SIDING SUPPLIED I' o r¢NN HW ad nn I h Wtl fYJD INSTfiLLED BY BUILDLIC 4'-11"MIN. I I i ' 7. TERMINATION HEIGHT OF METAL CMMNEYS FIELD -- ,,__________ I INSTALLED BY BUILDER SHALL BE MIN 3'RBOV 3 I O ; ' HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND i '-O'MIN , I r I r I , 10 11 RT LEAST Y HIGHER THAN THE PEPiG OPTIONAL DR.FAMILY ROOM I I :_ 'I ' " '" I I _________ ____ fes______________, 111 11 ,11STALLED 5 BY_ ._________ ____ g ll B DORMERS ARE OPTIONAL SUPPLIED BY MANUFRCTURFR �- I, - NOTE¢5 MIIJ.RRER:70 SF „________ _ I¢ II I,I 11 11 b o I I I t--, I I I I .___ 9 IF GARAGE 5I SPECIFIED.DOOR AND FLOOR FRE THE II 11 bZ II 2 I1 I 11 I,I I, FALL in E 11 II ALT STAIRS It01 II I,I SEE SHIT 8c FOR LIVING ROOM - BUILDERS RESPONSIBILITY I, FAMILY ROOM NOTE s9 II 11 ' Il )�' BRLCONY DETAILS 10. RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION I I DEN I I I I I ` . I ,I OPT.BEDROOM BEDROOM 11 _ __ __.I BY BUILDER SEE GENERAL NOTES-2.NOTE e10.SHT 36. , GHT ;I DINING ROOM -Afl-T. '� „ , �` -----------+ `-----i i _ AT IL (NY) BATHROOMS MAY HAVE F-W CEnJ3-G FRONT CLEARANCE AREA 6 OVERTOP OF FIXTURE. I' LIVING I; MIK FRER NOTE¢22 10 10�• NOTE¢5 ;; CEILING HEIGHTRRBOVE MAY HAVE E50UARE� 0 0 -- LIVING ROOM Il u 4257 4257 1 4257 4257 AREA AT THE SiOWERHERD ;I BEDROOM -- NOTE¢17 N�AREA: I I•-- .r PLRN SHOWING RLT. HRLL LOCRTION r , T-0"MIN 7'-0"MIm I , T-P' M 11'-6°MM I, T-0°MIN. /I 0 0 , _1L`L,9 I DIMENSION VARIES WITH WIDTH OF UNIT �° 11 SCALE:1/8"=1'-0" OPTIONAL BEDROOM , I BEDROOM II I i , MIN AREA.70 SF �`. NOTE ;;M�IIJ.RRRER 70 u�_g A.Ip,I, - i DINING E wG ROOM i i NOTE' FLOOR PLAN NOTES ¢14 „ DIM..VRRIES WITH WIDTH OF UNIT 13'i FAMILY ROOM 11 UNIT LENGTHS,UNIT WIDTHS,MIN ROOM DIMS,AREAS AND NOTES - g E Rp{� E�I7H L y, it NO` ,, __ I MW fRER:7D SF I I FROM TYP FLOOR PLAN SHALL APPLY NI O SHT 92RPR IDLI T+ �fllATIO E3 I�. ,D -, '-• fl ` _� .,¢3 I I T ' I' 1. WB•IDO D OR RR GRB THOSE o bl b II 'ii i�• II SHOW N ROV GH VEN N II II II li-- ' 4257 4257 3037 2 6 EGRESS REQUIREMENTS FIRE MET Imo______+.________+.______ „ I 1 I I II ,I :_____:________ I I I -- I I 1 , , i 2 WINDOWS WILL BE ADDED TO PROVIDE Bb LIGHT 6 4% 1 jl AS R 4257 _____ _ - _________• ________, 3. SEE BHT 6.N FOR ALTERNATE KITCHEN 6 BATH LAYOUTS ¢257 4257 ¢257 4257 4257 KITCFEWDIIJING 4 WRMWS RRE RVRILABLE IN MOST BATHS LOCATED ON OPT BEDROOM ----------- EXTERIOR WALLS. 5 MARRIAGE MRO BE OMITTED,PROVIDED THE CLEAR SPANNDOES NOT EXCEED THOSE SHOWN IN THE 10 ; CEILING OPEN 5 CFILCULRTIONlS MAINIRL 11 ;TO SECOND FLOOR 6 SHUTTERS STAIR MAY BE OPTIONAL. E OMMITED TO FORM R UTILITY AREA. MIN.LENGTH OF MODULES FOR DETAILS 7 IF SPACE IS NOT USED AS UTILITY,R WASHER/DRYER 6 OR R WH MRY BE INSTRLLED BY OTHERS 24"CLEAR 64'-O'MRX LENGTH OF MODULES , NOTE-15 WIDTH MIN WATER HEATER ACCESS 109-15 IRC 6 NY) AS SHOWN ON DRAWINGS, I 5 8 ADDITIONAL FULL,3/4 OR 1/2 BATHS MAY BE ADDED WITHIN THE UNIT UNITS MAY HAVE OFFSETS RND/OR ADJOINIING UNITS AT BEDROOM ___ AY BE OREAS,LIGHT,VENT AND FTMVARYIIER NG�NIIPT ANTH ENDS AND VARIYIINNGS LENGTHS.ALL UNITS MAY TYE. FLOOR PLRN L EEGR SSMFORFFFBITRBLE SPACM DIMENSIONS,ESSHALL BE COMPLIED BE ROTATED 90. LIVING ROOM WITH. MAXIMUM AREA OF ANY ONE FLOOR IS GOVERNED SEE SHEET 3b,GENERAL NOTES-2.NOTES -13 6-17 9 FALL MAY BE LOCATED IN FRONT OR REAR MODULE BY THE APPLICABLE BUILDING CODESCAY.E:L4°=1'-0° AN ARCHWAY RM MIN NUMBER OF MODULERS=2 4257 4257 1 4257 4257 30 ANIS WALL MAY BE OMITTED OR EXTENDED TO FO MAX NUMBER OF MODULES= 5 1L :ME NUMBER OF NIIdDDWS SHOWN WILL VARY WITH INDIVIDFOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS, TIE LABELS AN FLATR PLRN SEE SHTS 7b.79_1,71,71,7c,7o,Be.8b,Bc 12 FOR RAL NO AND 2,N PLATE LOCATIONS,SEE _ PLAN SHOWING OPT. LOFT MODEL GENERAL NOTES-z.NOTE¢7 ON SIT 3b 13 FOR SCHEDULES AND GENERAL NOTES, SCALE: SEE SHTS 3¢AND 3b. 14 THIS BATH MAY SERVE 1 OR 2 BEDROOMS 15 CEILING OPEN TO SECOND FLOOR MAY BE IN ONE MODULE ONLY.SEE SHR Bc FOR OPTIONAL LOFT - CO FIGURATIONS. 16 4'-0"x 10'-0"CANTILEVERED BALCONY OF TREATED LUMBER 15 AVAILABLE ON MOST MODELS 17 MIN WIDTH FOR STAIR OPENING IS 3-0" -- 1B FOR OPTIONAL CLOSET CONFIGURATIONS.SEE SHT S. I OPT.WINGED GABLE SEE SHT Bb i NOTE:ALL HRNDRRILS BY BUILDER HEIGHT:34"MIN.38"MAX FLOOR PLRN NOTES CONT. - FOR EXTRA TRUSS/RAFTER REQUIREMENTS � � � � I ON LOWER ROOF SECTION DUE TO SNOW • -- ' I DRIFT,SEE THE CALCULATIONS MANUAL •I I I i• DPT DORMER. i , I I I 19 DOUBLE 4"E AVAILABLE.VINYL SIDING SHOWN.OTHER I , , I SEE SHT 8e I I I I , SIDINGS ARE AVAILABLE 20 INTEGRAL GARAGES:SEE PAGE 9c1 6 9c2 FOR I , DETAILS(NOT FOR NY) SEE PAGE 9-3 FOR NY 2L (NY)OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH R 45 MINUTE FIRE-RRTED NOTE-20 NOT FOR NYS DOOR R55EMBLY EQUIPPED WITH R SELF-CLD5ING i , DEVICE ACCESS OPENINGS IN GARAGE CEILING MAY_ 15 MAINTAINED Y BE DBETWEEN THETALLED IF VRESIDDENCE&GARTION AGE. f--------------------�� ---- NOTE¢17 22 CONlTAAIINN2W MIIRC II.120 NY-50.FTTU HRBITRBLDLING�E RO M. AiLL PFS Corporation `- -----------'-'------- -- OTHER HABITABLE ROOMS 70 SO.FT MINIMUM Northeast Region 2015 IRC-ALL HABITABLE ROOMS TOB 0 50 n APPROVED H Raup p 3 FIELD NOTE¢9 - FLR m 3/26/15 �-----'---------------'- --- STRRrrHT STRrR "L" STRIAS 1 `---------------------- ---- --- -T- —(Jl•5)-GFRRGE-SHRLL-BE-SEPARRTED-FROM- _ NOTE:FOR STRIR DETAILS.SEE SHT 4. DWELLING UNIT BY 3/4 HOUR CONSTRUCTION SEE SECTION 30M THROUGH 30922 FRONT ELEYRTION - GRRRGE/TENRNT SEPARATION WALL To BE WPO195 , SEE NOTE¢21 SCRL.E: 1/4"=1'-0" J'W;15HDRY ACCESS PANE_LARGE ENOUGHTO REPLACE WATER HEATERSEE SHT5 Be.Bb,Bc 6 8e 12 z4•p-Eaz umlH MIIantrl�ss me 6 cj®DE9H � EI�®I\(1®li�'f1[IS`If';OPT.SHED DORMER+SEE SHT 71 9or12 FOR OPT.DORMER DETAILS 9 or 12 WHeS' d®d �g 87vJ �Y�JW,____�, '• � MASTER SERIES ' ; ', , , , I I I ,I CAPE MODELS FLOOR PLRN,'ELEVRTIONS & NOTES FT7! r.RRWI_ SPACE OPTION MUNCY HOMES, INC. SCALE'1/4'=r-0" 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE REV. SHT. NO. R RF R FLFVRTION 1 FT ID EI NATION RIGHT SIDE ELEVATION ' SCALE 1/B'=1'-0" CRTFBASE NAME MJL 3-22-91 SHOWN 1-30-2015 2b 02\2b ' 20'-0"MIN.BUILDING LENGTH FIELD NOTES 20-0"MIN.BUILDING LENGTH L EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD ' 10'-0'MIN.LENGTH OF MODULES 10'0'MM LENGTH OF MODULES INSTRLLRTION BY BUILDER 2. SIDING FOR ENDS I5 51-UPED LOOSE FOR FIELD 64'-0"MRX LENGTH OF MODULE5 INSTALLATION BY BUILDER 64'-0"MAX LENGTH OF MODULES 4257 4257 I/T van Iv ooY u as r yr ren a osa 4257 4257 FLT LOCATION OF VENTS PLT.LOCATION OF WITH OPT GARAGE 3 STOOPS,STRIAS,HANDRAILS,GUTTERS,DOWNSPOUTS, rr ren VENTS 6 DRAINS WITH ------______T______.____ RNO SPLASH BLOCKS Re FURNISHED AND INSTALLED BY F- owl CPT GARAGE I•---'------ ------------ BUILDER IN ACCORDANCE WITH STATE RND/ORINS LOCAL �` / I I ,I CODES. 3D37 4 _________, ;I FAMILY ROOM - ¢._u��MIIy NOTE n3 i `.' , I ;I r>T ren f; 4 BASEMENT WINDOWS ARE OPTIONRL AND INSTALLED BY ,_______________________ __ • >.yr ven _______, ,�_ ____ ,y 11 ,` 1 I RL 1 �1ILDER. I I r mvl a aa, an 1 DEN I I ,I D I O i; �I BEDROOM 11, CLOSET 11 I; MIM AREA:70 SF i MRL T_po ' _ - 1 i i i 5 RLL BIDINGTALLA ION BIDGBUDLEVELS,SHAPED REAR AND ALT CLOSET 4'-0°MIN. ; 7 FIELD FOR BY BUILDER 0 0 r owl xol as as I aox a ad ,I BATH•1 I I E S. MASONRY VENEER OR FOUNDATION SIDING SUPPLIED I t I; 1 I r ven m rrR ___ `' i i i i' RND INSTALLED B7 BUILDER. I I BRTH•3 I I, 1 1 I !rEM a Omm1 T-p"MIN. 1•___,1 NOTE I I I I ,�I� ,, ❑ OPT DINING ROOM I I I, 11 BATH•2 O II II rvz II F 7 TERMINATION HEIGHT OF METAL CHIMNEYS FIELD ' r rert NOTE•3 OPT NOOK I I, I I OPT BEDROOM ' 1 1°8 I INSTRLLED BY BUILDER SHALL BE MIN 3'ABOVE x t`------:--�� ------- z�®ert OPT FAMILY ROOM 1 I I 7'-D"MIN 11 MIN ARM 70 5F II I 11 I HIGHEST POINT WHERE THEY PASS TM2U THE ROOF RNID ______ --z_______ lelr i MIN.RPM 70 SF --: I , NOTE 5 I, ¢,_u" I li Ii AT LEAST 2'HIGHER THAN THE PERK. - I I 9❑ ` i, I i i i B. IF GARAGE IS SPECIFIED,DOOR AND FLOOR ARE THE rEl KITCHEN i `�� 2❑ i i - -+ BUILDERS RESPONSIBILITY. _ __Il_ ___'_ 11 I 1 IJ�� . , 9. RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION NOTE n22 ; T_p•Mpy i i ' 11 I r,z rrHr -• 13 I I BY BUILDER SEE GENERAL NOTES-2 NOTE•30,BHT 3b I 30 , o 51 Pc i z owl oa iro,an an I ___ 4b NOTE ;4 ill NOTE.9 11 , `m I �iNOTE-9 b i_____, o 'r`10 RLT ;i ------ - oE ,oE,_ IIIIII,III;,,;,, 11 ==rIII,�IIIr= _I1 V1 1 I1 I1 I1', ❑•� IIII _______ NONOTE-5 NOTE•5SEE NOTE-27 itII1 +I - FLOOR PLAN N OTES ALTNOTE s14 T-0MIN. I. 9) WOHT3PODmRVSTAIRS ETINOTHOSE T ° iOWNN9RA7-0"MIN. -0 0I ____JI II RENTS RE MET. _____+ IMERLI.YTE•5 UTILITY 6.EGRESS 11 II-------MING ROOM 20-0MAX MIN ARM FAMILY ROOM 2- 2 WINDOWS WILL BE ADDED TO PROVIDE 8%LIGHT 6 44 Ii-----aI DEN VENTILATION AS ROOM SIZES CHffNGE NOTE-29 0 IL 11 ,.___.I r•, ;� BEDROOM IL_____11 II I x II TE•25 ,i_____iI NOTE•14 -' , I I rn I, II I � 3. SEE SHT 6a FOR ALTERNATE KITCHEN 6 BATH LAYOUTS 11'-6" MIN RREAt 70 SF ,r-----41 n I 'W 7'-0'MIN. 4 WINDOWS ARE AVAILABLE IN MOST BATHS LOCATED ON _ DIM VARIES , --- - ii -- ,, _ BEDROOM ''I_____", FOYER WITH WIDTH OPT FAMILY ROOM I ; I, _ - i I rr EXTERIOR WALLS. " I I ' i i I I I I s S. MRRRILFr IdfLL MRY BE OMITTED,PROVIDED THE X I DEN „ „ OF UNIT I,. I, T-0"MIN �� BEDROOM �� w �L�q��ppN T EXCEED THOSE SHOWN IN FAMILY "._____"� MIN RRER:70 SF r,.WINDOW RELOCATED IF I, I I MIN RRER:70 SF I S CRLCULHTION MANUAL I LIVING 11'-6°MIN 11 OPT.GARAGE IS PROVIDED II II II I z II MIN RREFt 70 OR SSD SF DIM.VARIES WITH WIDTH OF UNIT II II I, 71"MIN II Ii S. RLL ROOF PITCHES SHOWN FIRE 5/12 UNLESS OTHERWISE I ,I I I 10 I I I NOTED ' I --------------------- ;I ALL HRN34A'MI BY BUILDER ;i `--- ___--- --____t---- ii ii i� 7 SEE CATHEDRAL CEILINDS AVAILABLE IN MOST UMTS, I I HEIGHT:34"MIN 38"MAX , __________ I �______�______�____ FOR STAIR DETAILS,SEE BHT 4a „ ,I 4257 4257 ----------J & WITHIN THE FULL IN OR 1/2 BATHS MAY ADDED `----' _i______:---- n II 4257 OPT DRESSING RM. 4257 I Ii •_ _�I AS SHOWN IXJ DRAWINGS, OPT CLOSET WITHIN THE UNIT MINIMUM ROOM DIMENSIONS,AREAS, 4257 4257 -----------' UNITS MA7 HAVE OFFSETS,RND/OR ADJOINING OPT BEDROOM LIGHT,VENT AND EGRESS FOR HABITABLE SPACES 4257 ¢257 UMTS AT EITHER OR BOTH ENDS RND SIDES OPT DEN SFSiLL BE COMPLIED WITH. UNITS MAY BE OF VARYING WIDTHS RND VARYING OPT OPEN FOYER-SEE NOTE•2B 9. HALL MAY BE LOCATED IN FRONT OR REAR MODULE FIRST FLOOR PLAN STORLENGTHS UNITS ERY BE ONE TWO MIN.HRBITABLE RRER7 70 SF STORY AND MAY Er ROTATED 90 10. THIS WELL MAY BE OMITTED OR EXTENDED TO FORM MAXIMUM RRER OF RNY ONE FLOOR IS GOVERNED AN ARCHWAY BY THE APPLICABLE BUILDING CODE M SHUTTERS ARE OPTIONAL MIN NUMBER OF MODULES=4 12 FOR LABELS AND DATA PLATE LOCATIONS,SEE SEE SHEET 3b, GENERAL NOTES - 2, NOTES a13 b n17 MAX NUMBER MODULES=9 SCALE.' 1/4-"=l'-O" FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS, SECOND FLOOR PLAN GENERAL NOTES-2,NOTE•7,BHT 3b. SEE SHTS 7f,79,7I,7W 7k1,71,7m,7n,70,Be,Bb,Bd SEE SHEET 3b, GENERAL NOTES - 2, NOTES #13 & *17 13 FOR SHTSS 3.AND 3b pENERFL NOTES, '---------------------12 ------------,-------------+ SCALE: 1/4"=1'-0" 14 FOYER MAY HAVERT-G"MIN CLG HGTH OR MAY BE OPEN FOR 9/12 OR 12/12 ROOF OPT.SEE SHT 79 TO SECOND FLOOR CEILING. 12 12 ' 15 UPPER LE y�L MRY BE SET FLUSH Wim{LOWER OR I 7,9,or12 I OVERHRNG LOWER UNIT.SEE ACTUAL FLOOR PLAN 16 THE RFLOOR PLAN. SHOWN WILL VARY WITH j----i •OPT.DORMER, i �• �- NUMBER OF RISERS CAN VARY 17 LOWER LEVEL MAY BE LONGER THAN UPPER THIS AREA I I I (NY5)GARAGE SHALL BE SEPARATED FROM s-m re1 MAY BE HABITABLE-OR GARAGE SEE SHT I I , I 18 DOUBLE 4"HORIZONTAL VINYL SIDING SHOWN,OTHER I I 18B OR 8e_1 I I I I DWELLING UNIT BY 3/4 HOUR CONSTRUCTION SIDINGS RRE AVAILABLE i i I I i SEE SECTION 3091 THROUGH WALL ------ SEE NOTE-21 T SEPARATION WALL TO BE WP8105 ` SEE NOTE•21 FOR EXTRA TRUSS/RRFTER REQUIREMENTS ON LOWER NUMBER OF RISERS CAN VARY ------ ROOF SECTIONS DUE TO SNOW DRIFT,SEE -------- p E _-_--SNOW DRIFT SECTION OF THE CALCULATIONS MANUAL - -- FLOOR PLAN NOTES CONT. WIDTH OF WINDER TREADS RT R ------------------' POINT NOT MORE THAN 12 INCHES 19. ATTIC ACCESS 22'k30' I I , I ``` FROM THE SIDE WHERE THE TREADS 20: INTEGRRL GRRRGES SEE PAGE 9c1 Q 9c1 FOR P RRE NRRRDWER SHALL NOT BE LESS DETAILS(JOT FOR NY). THAN 10 INHES RND THE MINIMUM SEE PAGE 9c_3 FOR MY. NOTE•17 ; ; ; ; ; `r WIDTH OF ANY TREAD SHALL NOT BE 2L (NY)OPENINGS BETWEEN THE GARAGE RND RESIDENCE LESS THAN S INCHES SHRLL BE EQUIPPED WITH R 45 MINUTE FIRE-RATED FLR NOTE•20 NOT FOR NYS ; ' ' I DOOR ASSEMBLY EQUIPPED WITH R SELF-CLOSING _ DEVICE ACCESS OPENINGS IN GARAGE CEILING I MRY ONLY BE INSTALLED IF VERTICAL SEPARATION CLG -----------------------------a IS MAINTAINED BETWEEN THE RESIDENCE 6 GARAGE 22 THIS CHR5E IS FOR ELECTRICAL OR FOR PLUMBING ----- ----- I IT EILIOMG9ERNU YCHF REOSTED BY BLDRSFOR�D ALTERNATE STRII2S P Corporation ®® _T_____T_____r I FLUE MUST HRVE MIN 2"CLEARANCE TO COMBUSTIBLES. SCALE: 1/4" 1'-0" 1 i i i I I 23 CROSS HATCHED D I IN FLOOR CLG INDICATES I I I 1 I I PUL h18IINNG CONNECTIONS BY BUILDERLLOW ON SITE Northeast Region 24 FOR OPTIONAL ELEVATIONS,SEE BHT 2E_L 25. MIN WIDTH FOR STAIR OPENING IS 3'-0° APPROVED FIELD NOTE n8 I I 10-01 MIN. 27 FOR HEATER(FIECTRIC ONLGYIF CRAWL SHT 6n. FLR H Raup - 3 SPACE OPTION I5 SPECIFIED 24 CLEAR WIDTH MIN T_______________T_____{ r WATER HEATER ACCESS (09-15 IRC 6 NY) ________________-_____, 4257 4251 2B. (JY)FOR UMTS LOCATED IN SEISMIC DESIGN CATEGORY 3/26/15 D0,OPENINGS IN THE FLOOR OR ROOF 5HRLL NOT EXCEED TWELVE 02)FEET OR 50 PERCENT OF THE FRONT ELEVATION ___sCRLE% 1/4"=r-0" _ LERSi FLOOR OR ROOF DIMENSION. u"`9 CONTAIN IRC N NY-EAT.DWELLING UNLIT TO - - �- CONTAIN(D MIN 120-50.FT.-IiFlBITfiBLE ROOM-RLL E FAMILY ROOM OTHER HRBITRBLE ROOMS 70 SO.FT MINIMUM. 2015 IRC-RLL HABITABLE ROOMS TO BE 70 50. ------ 12. . 12 .:'�'.� 12 4 DEN FT MINIMUM, ��4,5,7,9or12 �� 4SA,9or12 t, -- :' 120MPH 3-SECOND OUST V _CRER REFERENCE PER NOW L ORDW1TF�JTHECFLC6MRNIPL WIDTHKITCHEN r`+ MRSTER SERIES TWO STORY MODELS i--i--� , NE.- '7T!-, : FLOOR PLRN, ELEVRTIONS & NOTES, , ovHc DVH(; I I I I I I I I 1 1 1 I I I I MUNCY HOMES, 1 I I I I I I I 1 I I I I I I - 1567 PR ROUTE 442 PLRN W/TYP, OPT. OFFSET MUNCY, PR 17755 K,-0 REAR ELEVATION I FT ID VVRTION RT+HT SID FIFVRTION SEE SHT 2E_1 FOR OPT. ELEVATIONS SCALE,i/e, " DRN BY DATE SCALE I REV. SHT. N0. SCALE: 1/B"=1'-0" DATABASE NREE MJL 3-22-91 SHOWN 1-30-2015 2,, 02\2 ELECTRIC CIRCUIT SCHEDULE SEE NOTES.7 AND-8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE _ No' DESCRIPTION WIRE BKR POLE No SIZE U VALUE S F MATERIAL FINISH TYPE IDENT NO U VRL LIGHT VENT TYPE MRX FLR EGRESS MRTERIRL SHGC IDENT NO U VRL LIGHT VENT TYPE MRX FIR. EGRESS MRTERIRL SHGC AREA SF CLR SF RRER SF CLR SF 1 GFCI SMALL APPLIANCE 12-2 WIG 20 RMP SINGLE EXTERIOR DOORS-ALL GLASS TO BE SAFETY GLRZING ANDERSEN ANDERSEN SILVER LINE SERIES 2 GCI 1 36'480' 020 - STEEL PTD BLANK 2257 035 498 302 DH 6225 - WO-VINYL 5H-DH 5H-ON SH-DH SH-Irl 2. GFCI SMALL APPLIANCE(OPT) lA 0.27 0.67 2 LITE 3037 035 446 258 DH 5575 - WD-VINYL 2259 031 553 -543 293-307 SH-DH 7025 - 6788 - VINYL 2b GFCI SMALL APPLIANCE(OPT) 1B 035 550 9 LITE 3449 035 748 422 ON 9350 - WD-VINYL 3037 031 533 - 495 243 -261 SH-DH 6075 - 6180 - VINYL 3 GEN.ILLUM.AND OPT HW88 TOE HTR 14-2 WIG IS AMP lc 035 BEL 15 LITE 3465 EGRESS 035 1048 588 ON 131.00 59 WD-VINYL OH-0.29 3449 031 859 -809 4.02-427 SH-OH 10050 - 10113 - VINYL 4 GFCI BATH(S) 12-2 WIG 20 AMP 1D 36".80^ 027 L70 BLANC W/1 5IDELITE 3476 EGRESS 035 1272 713 ON 15900 71 WD-VINYL 3837 031 705 -663 321 - 342 5H-DH 8025 -8288 - VINYL 4e GFCI WHIRLPOOL TUB(OPT) lE 027 237 2 LITE W/1 51DELITE 3857 EGRESS 035 1031 573 ON 12898 57 WD-VINYL 4237 C31 791-747 36-3BZ SH-DH 9000 -9338 - VINYL 4b GFCI ADOITIONIRL BATHS (OPT) " 1F 0.35 720 9 LITE W/1 SIDELITE 3869 EGRESS 035 1289 573 DH 14325 57 WD-VINYL 3565 EGRESS 031 1219 -ILS5 5.81 - 613 SH-DH 14525 -14438 58-61 VINYL 4c GFCI ADDITIONAL BATHS (OPT) LG 36580' 027 340 BLANK 60/2 STDELITES 4257 EGRESS 035 1164 641 DH 14550 64 WD-VINYL 3859 EGRESS 031 1205 - 1144 571 -602 SH-OH 14275-14300 57-60 VINYL 5 GENERAL ILLUMINATION 14-2 WIG 15 RMP IN 027 407 2 LITE W/2 51DELITES 2936 034 520 480 CSMNT 6500 - WD-VINYL 4257 EGRESS 031 1302- 1241 616 -646 SH-DH 15400- 15513 62-65 VINYL DH=032 SH=O 33 6 1I 0.35 890 9 LITE W/2 SIDELITES 2950 EGRESS C34 920 840 CSMNT 11500 76 WD-VINYL 7 " IJ 36•x80" 0.20 - • BLANK CLASS'C' 11 HOUR) 5760 EGRESS 034 1830 1670 CSMNT 22875 79 WD-VINYL CS=030 2548 032 5.41 446 CSMNT 5763 - VINYL CS=030 8 2 32".80• 0.20 - • BLANK 11460 EGRESS C34 3660 3340 CSMNT 45750 76 WD-VINYL PIC--032 2936 0.32 475 415 CSMNT 5950 - VOJYL NOTE= RANGE 8-3 WIG 40 AMP DOUBLE 2A 0.27 .57 • 2 LITE 9657 035 2594 604 PICT-DH 15100 - WD-VINYL 2960 EGRESS C32 852 836 CSMNT 106.50 84 VINYL NOT n6 WATER HERTER 1D-2 WIG 25 RMP " 2B 035 550 • 9 LITE 9855 034 2160 960 CSMNT-BOW 24000 - Min 29602 EGRESS 0.32 1733 17.02 CSMNT 216,63 85 VINYL 11 WASHER (PT) SEE NOTE-4 12-2 WIG 20 RMP SINGLE 2C C35 861 • 15 LITE ANDERSEN - 200 SERIES 3436 0.32 489 35 CSMNT 6113 - VINYL 12 DRYER (OPT)SEE NOTES n4 d x6 10-3 WIG 30 AMP DOUBLE 2D U20 - • BLANC CLASS'C'0.HOUR) 2430 1 030 1 408 1 255 1 ON 5100 - WD-VINYL 9759/9859 31-31 3078- 2970 724-778 PICT-_5±DH 18100-19550 - VINYL COOKTOP(OPT IN LIEU OF CKT-9) 10-3 WIG 30 RMP 3 72.80" 0.38 3900 FRENCH 3449 EGRESS 030 IL25 646 DH 14063 65 WD-VINYL 029 9558 31-31 2703 709 BR7-DH L7725 - VINYL NOTE e6 SINGLE WALL OVEN(OPT IN LIEU OF CKT-'D 12-3 WIG 20 RMP 4 36"/36"x80" 0" - DOUBLE 3'-0°INSULRTED 3050 EGRESS 030 1052 609 DH 13150 61 WD-VINTL 9862 32-32 2798 1134 CSMNT-BOW 22875 - VINYL N COUBLE WALL OVEN(OPT IN LIEU OF CKT-M 8-3 WIG 40 AMP " 5 60".80° 0.35 2SIIO WOOD VINYL SLIDING GLA55 Mw NEW YORK ENERGY NOTES IS DISHWASHER (OPT) 14-2 WIG 15 RMP SINGLE 6 72•.80" 0.36 3000 SLICING GLASS 2257 032 51 31 ON 6375 - WD-VINYL 16 GARBAGE DISPOSAL(OPT) 6.172'x80• 029 319 VINYL VINYL SLIDING GLASS(SILVER LINE) 3037 032 37 22 DH 4625 - WD-VINYL 1 BUILDING THERMAL ENVELOPE COMPLIANCE REGARDLESS OF THE TYPE OF HEAT SHALL BE DEMONSTRATED BY COMPUTER SOFTWARE AS PROVIDED IN SECTION N110141 -NYS REScheck 17 MICROWAVE(OPT) 62 72".80" 0.34 2614 VINYL VINYL SLIDING GLASS(VIWINCO) 3449 032 75 43 DH 9375 - WD-VINYL 2 NYS REScheck CALCULATIONS SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION BUILDER 0R RETAIL CUSTOMER HRS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 19 TRASH COMPACTOR(OPT) 14-2 WIG 15 RMP SINGLE SR 96°x80" 036 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 10.6 59 DH 13250 59 WO-VINYL 3 INFILTRRTION'WINDOWS AND DOORS DH=0.36 R WINDOWS - 3 CFM PER SQUARE FOOT OF WINDOW AREA 19 RADON SYSTEM ATTIC FAN(OPT) 14-2 WIG 15 RMP SINGLE 7 60°.80" 035 19.40 " SWINGING PATIO 3476 EGRESS 032 129 72 DH 16125 72 WO-VINYL B SLIDER DOORS - 3 CFM PER BOURKE FOOT OF DOOR FIRES 20 GENERAL ILLUMINATION 8 72°.80" 035 2390 • 3857 EGRESS 032 104 5.8 DH 13000 59 WD-VINYL C SWINGING DOORS-5 CFM PER SOURRE FOOT OF DOOR AREA 4 FOR CRAWL SPRCE,HEATED OR UNHEATED BASEMENT, FLOORS RND/OR FOUNDATION WRLLS SHALL BE 1NSU-RTED IN 21 ° ° 3869 EGRESS 032 130 72 ON 16250 72 WD-VINYL ACCORDANCE WITH THE ENERGY CODE BY FIELD CONTRACTOR FIELD CONTRACTOR HAS THE OPTION OF PURCHASING 22 ° ° ° 4257 EGRESS 032 11.7 65 DH 14625 65 WD-VINYL FLOOR INSULATION FROM R SOURCE OTHER THAN THE MODULAR HOME MANUFACTURER 5 HVAC EQUIPMENT SHALL COMPLY WITH SECTION M1401-3,WATER HEATERS SHALL COMPLY WITH SECTION P2801 23 ^ " " 3037 031 47 45 CSMNT 5875 - WD-VINYL 6 HVAC AND WATER HEATING,PIPING AND DUCTS SHALL BE INSULATED AS REOUIREO IN SECTIONS N11033. N11034, NLID321 24 •' 3051 EGRESS 031 85 79 CSMNT 10625 79 WD-VINYL 7 WATER HEATERS WITH VERTICAL PIPE RISERS SHALL HAVE R HEAT TRAP ON BOTH THE INLET AND OUTLET OF THE 25 " " " " " INTERIOR DOORS 5861 EGRESS 031 170 158 C5MNT 21250 79 WD-VIfYL C5=0.33WATERHEATER UNLESS THE WATER HERTER HAS AN INTEGRAL TRAP OR I5 PART OF A CIRCULATING SYSTEM 8 THERMOSTATS TO CONTROL HEATING SHALL BE CAPABLE OF BEING SET FROM R MINIMUM OF 55'TO 85'F 26 9 181.80' - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 340 316 CSMNT 42500 79 WD-VINYL AT LEAST ONE THERMOSTAT OF THE PROGRAMRBLE TYPE (TO BE USED IN THE LARGEST HEAT ZONEI SHALL BE PROVIDED ° '� '• 10 24".8P 9458 031 252 62 PICT-OH 155!]0 - WD-VINYL FOR EACH SEPARATE DWELLING UNIT IELCT) FOR NON-ELECTRIC UNITS,ALL THERMOSTATS SHALL BE PROGRAMRBLE TYPE 27 9 FIREPLACES SHALL HAVE PROVISIONS FOR OUTSIDE RIR FOR COMBUSTION AND DAMPERS NOT TO EXCEED 20 CFM OR 28 " 11 30°40" - - " 9855 031 280 129 CSMNT-BOW 32000 - WD-VINYLTIGHT FITTING DAMPERS AND GLASS DOORS GAS FIREPLACES SHALL HAVE AUTOMATIC IGNITION , 10 THE BUILDING ENVELOPE SHALL BE CURABLY SEALED FIND RIR LEAKAGE TESTED(N11024) TO LIMIT INFILTRATION 29 " '• " " " 12 32".80" - - " CENTURY SPECIALTY (TRBLE N110242)THE SEALING METHODS BETWEEN 30 FIRE SPRINKLER PUMP (OPT) 10-3 WIG 25 RMP DOUBLE 12 34^.80" - - " 2424 057 222 - OCTAGON - - CLAD DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND ERWISONTRCTIA THE FOLLOWING SHALL BE CAULKED,GRSKETED,WERTHERSTRIPPEO OR OTHERWISE SEALED WITH AN 31 RIR HANDLER (OPT) 14-2 WIG 15 AMP SINGLE 13 woo- - - 7D RIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL• 1 ALL JOINTS SEAMS AND PENETRATIONS 32 CONJENSOR (OPT) 10-2 WIG 30 AMP DOUBLE 14 4x'.80' - - BY-PASS S-IDER 2424 31 271 - OCT-FIXED - - VINYL 037 2 SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS 33 FURNACE -FACTORY INSTALLED(OPT) 14-2 WIG 15 RMP SINGLE is 24'x80" - - BI-FOLD 2424 34 225 219 OCT-OPER 2813 - VINYL 028 3 OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES FIND THEIR RESPECTIVE JAMBS RNID FARMING - 4 UTILITY PENETRATIONS 34 FURNACE -FIELD INSTALLED(OPT) 12-2 WIG 20 RMP SINGLE 16 Nrx80" - - SKYLIGHTS 5 DRAPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE 6 KNEE WRLLS 35 RIR CONDITONER(OPT) 12-2 WIG 20 RMP DOUBLE 17 36'.80' - - 2222 55-39 264 - SKYLIGHT - - CLAD 7 WALLS AND CEILINGS SEPARATING R GARAGE FROM CONDITIONED SPACES 36 RESERVED 18 4xx80' - - " 2230 55-39 372 - SKYLIGHT - - CLAD B BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 9 COMMON WALLS BETWEEN DWELLING UNITS 37 RESERVED 19 60°x80' - - 2246 55-39 589 - SKYLIGHT - - CLAD 10 OTHER SOURCES OF INFILTRATION RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IC-RRTED, 38 RESERVED 20 72180' - - BEARING ASTM E283 MARK FINE)BE SEALED TO LIMIT RIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES IN ACCORDANCE WITH SECTION M110245 39 RESERVED 21 4x'x80" - - WOOD/MIRROR BY-PASS S_TCER VIWINCO 40 RESERVED 22 24".80' - - WOOD POCKET MAX. FLR. EGRESS 11 INSULATION P DUCTS SHALL COMPLY WITH SECTION N110321 IDENT NO U VRL LIGHT VENT TYPE MAT SHGC DUCTS LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED ON SITE BY BUILDER _ 41 RESERVED 23 30'xB0^ - - " AREA 5F CLR SF ALL DUCTS SHALL BE SEALED JOINTS AND SEAMS SHALL COMPLY WITH SECTION M160131 H-1 ELECTRIC HEAT 12-2 WIG 20 RMP DOUBLE 24 48'x88' - - FRENCH SH-ON SH-DH SH-ON SH-ON SH-OH DUCTS SURAL BE SUPPORTED EVERY 10 FEET IN ACCORDANCE WITH SECTION M160132 OR H-2 " " 25 60°.80" - - 2060 030-029 425 - 414 238-231 SH-DH 5313 -5175 - yIN,� THE FILTERS INSTALLATION INSTRUCTIONS RIR FILTERS SHALL BE PROVIDED IN THE RETURN AL SYSTEM THE HVAC SYSTEM SHALL PROVIDE R MEANS FOR BALANCING RIR AND WATER SYSTEMS H-3 26 72".80" - - 3037 030-029 435-419 229-221 SH-DH 5438 - 5238 - VINYL TESTED FOR DUCT-TIGHTNESS PER N110922 - - DOUBLE 3449 030-029 73 -711 382-373 SH-DH 9125- 8888 - VINYL 12 FRAME WRLLS,FLOORS FIND CEILINGS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE SHALL BE PROVIDED WITH H-4 27 48"x80' 5H-028 AN RPPROVED VAPOR RETRRCER HAVING R MAXIMUM PRM RATING OF 10 THE VAPOR RETARDER SHALL BE H-5 •• o.or lana.en n.1.rmeisl " 28 80^.80" - - 3837 030-029 595-573 307-298 SH-OH 7438 - 7163 - VINYL INSTALLED ON THE WARM-IN-WINTER SIDE OF INSULATION DH--026 13 MATERIALS AND EOUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MRNUFRCTURER'S INSTRLLRTION H-6 29 72•.BO" - - •' 4060 EGRESS 030-029 1143 - IL19 594 -582 SH-OH 14288 - 13938 59 -58 VINYL MATERIALS AND EOUIPMENT SHALL BE IDENTIFIED 50 COMPLIANCE CAN BE DETERMINED H-7 3666 EGRESS 030-029 1115-1094 584 -573 SH-DH 139.38 - 136.75 58 -57 VINYL 14 MANUFACTURER MANUALS FOR ALL INSTRLLED HEATING, COOLING AND WATER HEATING EOUIPMENT SHALL BE PROVIDED DOORS AND WINDOWS MAY HAVE SUBSTITUTE MANUFACTURERS, BUT SHALL COMPLY WITH THE 15 RIGID FORM INSULATION, WHERE SPECIFIED,SHALL HAVE R MIN AGED R-VALUE OF 50 AT 75'MERN TEMP PER LAYER H-8 APPLICABLE ENERGY CODE,STRUCTURAL AND EGRESS RE0UIREMENT5 16 FOR ATTIC SPACES WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE, THE FOLLOWING OPTIONS SHALL APPLY' R- THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE THE WRLLS SURROUNDING THE 3036 029 472 343 CSMNT 5900 - VINYL 5TRIR5 SHALL BE INSULATED AND PROTECTED WITH A VAPOR BARRIER FI FCTRTCRI NOTES' FI FCTR[CAL N07F5[CONT)' 3060 EGRESS 029 86 624 CSMNT 30750 62 VINYL THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ALL MRTERIRLS 1 WHEN CIRCUITS REQUIRED WILL NOT FIT IN R SINGLE PANEL BOX.R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION I5 REDD W/I R 6 FT RADIUS FROM THE EDGE OF ALL B- THE FACTORY MAY ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE REOUIRED SEE BHT 6R SINKS EXCLUDING THE KITCHEN SUNK. 5660 EGRESS 029 1571 110 CSMNT 19638 61 VINYL CS=025 THE WRLLS SURROUNDING THE STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER 2 LAUNDRY CIRCUITS PRE STANORRO IN CRAWL SPACE UNITS 18 2014 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS FROM THE EDGE OF RLL17-FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCL05E THE BRSEMENT STAIRS 3 OPTIONAL CEILING LITES OR FRN LITES MAY REPLACE SWITCHED RECEPTACLES CEILING SINKS THE DISHWASHER MUST GFCI PROTECTED 8460 EGRESS 029 2357 165 CSMNT 29463 61 VINYL PIC=O 30 THE WALLS SURROUNDING THE BASEMENT STRIPS SHFlLL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER FAN LITES MAYREPLACE CEILING LITES PROVIDED THE LIGHT IS SWITCH-WIRED 19 2DOS-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY I-OUTLET OF THE RECEPTACLE THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MRTERIRLS INDEPENDENTLY OF THE FAN MOTOR SWITCHED TO OURLIFY FOR q"REDUIRED°RECEPTACLE FOR RECEPTACLE SPACING BASEMEN WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE INSULATED FROM THE TOP OF THE BASEMENT 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES WHEN GAS APPLIANCES ARE USED. REOUIRED BY CODE 9260 03G-029 2546 - 25.19 519 -603 PIC-SH-0H 15475 - 15075 - VINYL IS NOTE ANT THE WIRE, BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME AS FOR R GENERAL 20.2008 NEC-BALCONIES,PORCHES,AND DECKS OVER 20 50 FT SHALL BE PROVIDED WITH 9 R PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL AFTER THE ILLUMINATION CIRCUIT OR MPNUFRCTURER'S INSTALLATION INSTRUCTIONS AN OUTDOOR RECEPTACLE 2011 NEC"ALL"BALCONIES,PORCHES,AND DECKS SHALL BE 5H = SINGLE-HUNG, DH=DOUBLE-HUNG,CSMNT=CASEMENT,PICT= PICTURE BUILDING IS COMPLETED RREADY FOR OCCUPANCY THE CERTIFICATE SHALL 5 SEE DRAWING 36 FOR ADDITIONAL ELECTRICAL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REOUIRED RECEPT DOES NOT 0R REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION P THE BUILDING COMPLETED BY THE BUILDER 6 (DE) SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC-FRULT HAVE TO BE WIT THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK NUMBER AT LEFT INDICATES SINGLE-HUNG VRLUES, NUMBER AT RIGHT INDICATES DOUBLE-HUNG VALUES THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VRLUE5 OF INSULATION INSTALLED IN OR ON THE CEILING/ROP, CIRCUIT INTERRUPTER-RLL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS 21 2008-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LB EXCEPTION: WRLLS, FOUNDATION(BASEMENT WRLL,CRRWLSPRCE WRLL RNID/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES, DEDICATED TO SMOKE ALARM EOUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EQUIPMENT (EX:SMOKE DETECTORS) WEIGHING 6 LBS OR LESS, A U-FACTORS FOR FENESTRATION, LOCK-ON DEVICES STD BOX HAY BE USED 2014 NEC BOXES RATED RT >50 LB MUST BE LABELED IN BOX r.a7TNR VENT RND EGRESS NOTES: WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST PREP 7 (ME] SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22 2008-2014 NEC-ALL 125-VOLT, 15 FIND 20 RMP RECEPTACLES INSTALLED IN DWELLING 1 FOR EGRESS WINDOWS, THE MINIMUM WIDTH CLEAR OPENING SHALL BE 20" CIRCUIT INTERRUPTER ALL SMOKE RLRRM5 SHALL BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TAMPER-RESISTANT RECEPTACLES 2011-2014 NEC-TR RECEPTACLE 2 FOR EGRESS WINDOWS, THE MINIMUM HEIGHT CLEAR OPENING SHALL BE 24" THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HERRING,COOLING EO SERVICE WATER HEATING EOUTP DEDICATED TO SMOKE ALARM EOUIPMENT NOT RECD FOR RECEPTACLES 66 OR GREATER RFF OR IF THE RECEPTACLE I5 PART 3 FOR EGRESS WINDOWS,THE MINIMUM NET CLEAR OPENING SHALL BE 57 SF INSULATION R-VRLUES,LI-FACTORS,EFFICIENCY RATINGS OF FACTORY INSTALLED EQUIPMENT SHALL BE ON THE -8_(MPo_THE_OPERRTION_OF R_5INGLE GFCI_DEVICE_5HRLL-NOT_DEENERGRE ALL LIGHTING_ __ --OF THE LUMINRIRE OR APPLIANCE 4 AGGREGATE GLAZING RRER OF HABITABLE SPACES (LIVING,SLEEPING,FRYING OR COOKING? MRNNFRCTURERS REScheck AND/OR DATA PLATE OUTLETS IN R GIVEN AREAL 23 2008-2014 NEC -ALL DWELLING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT 5HRLL BE BX OF THE FLOOR PREP WITH 45 OPENING FOR VENTILATION - -- 20-ALL-WORK-DONE-ON-SITE SHALL-BE APPROVED BY THE AUTHORITY HAVING JURISDICTION 9 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, 15 RNID 20 RMP OUTLETS PROVIDED BY MANUFACTURER,IT WILL BE PROVIDED AND INSTALLED ON-SITE BY OTHERS FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REDUIREMENTS,ANY ROOM SHALL 21 SOX OF ALL PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFFICACY LAMP,CFL'S SUPPLIED AND S INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN RRC-FRJA T CIRCUIT 24 2008-2014 NEC -HYDRO-MASSAGE TUBS(WHIRLPOOLS)= ALL RECEPTS WITHIN 5 FT OF INSTALLED BY OTHERS SHALL SATISFY THIS REQUIREMENT BE CONSIDERED L I PORTION ) AN UNOBSTRUCTED ROOM WHEN AT LEAST 1/2 OF THE AREA OF 22 ATTIC ACCESS FETCHES AND ODORS SHALL BE WEATHER-STRIPPED AROUND THEIR PERIMETER AND INTERRUPTERS) THE INSIDE WALL P THE TUB SHALL BE GFCI PROTECTED. IF THE WHIRLPOOL' THE COMMON WALL IS PEN FINE)LINBETRUCTED AND PROVIDES S OPENING OF NOT LESS THAN INSULATED TO MEET THE SAME R-VRLUE AS THE SURROUNDING GING CEILING I0.AND 2 011 NEC 6 E380211 TRCNYSABLE - ALL BRANCH CIRCUITS THAT SUPPLY TED BY 15 CHORD/PLUG CONNECTED, TFiE OUTLET MUST BE READILY ACCESSIBLE, WITHIN 12'OF 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM,BUT NOT LESS THAN 25 SODOOR FEET 23 REFERENCE TABLE N11014 FOR CLIMATE ZONES BY COUNTY AND 1N RMP OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A THE ACCESS, ARCING THE RECESS 6, SEE NOTE=10, TURWING 78_1, NOTE o8,DRAWING?MPH FOR EXTERIOR GLASS DOORS AND COMBINATION-TYPE RRC-ERUCT CIRCUIT INTERRUPTER(5) EXPTNIS: BASEMENTS, 25 2008-2014 NEC -LAMP HOLDERS INSTRLLEO IN WET OR DAMP LOCATIONS SHALL BE P WINDOWS STRUCTURAL REDUIREMENTS IN 110 -120 MPH WINO ZONES KITCHENS, GARAGES, 6 BATHROOMS, KITCHENS AND LAUNDRY AREAS MUST ALSO BE THE WATERPROOF TYPE 7 DP RATINGS FOR EXTERIOR GLASS ODORS AND WINDOWS FOR UMTS SITED IN SPACE RESERVED FOR THE NEW YORK STRMP OF APPROVAL RRC-FRULT PROTECTED PER THE 2014 NEC 26 2011-2014 NEC-FOYERS GREATER THAN 60 50 FT MUST HAVE R RECEPTACLE ON EACH 110 - 120 MPH WIND ZONES PRE LOCATED ON THE RS-BUILT FLOOR PLANS 11 EXTERIOR RECEPTACLES BEINSTALLED RT THE FRONT AND REAR OF THE DWELLING 27 20U-2014 ACE NEC3FT OR-WHERE SWITC ES CONTROL LIGHTING LORDS R NEUTRAL SMALL BE fl OPERABLE RT DOWSOF LOCATED MORE THAN 72"AA MI FINISHED GARDE MUST MAINTAIN THE �N ,�OR RLEVµ7U5 5Y59ti1N OF mvo L5 b)SHALL BE COVERED BY AN"IN-LSE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION 2914 NEC-NOT REO'D ON SWITCHED RECEPT5 LOWEST PART OF THE WINDOW CHE WINDOW I R MINIMUM IF 24"ABOVE THE FINISHED COMPLIANCE, THE ENCLOSURE MUST ALSO BE LABELED AS'EXTRA DUTY" 28 2011-2014 NEC -REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED IF THE WINDOW CLEAR-OPENING 14135'1-62- NT 1 20M PH 3-SECOND GUST c)SHALL BE TRMPER-RESISTPNT AND WEATHER RESISTANT (2008-2014 NEC) THE SWITCH BUT NOT AS R RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET WITDOES NOT MEET THESE PRRMETR1 THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE r pEpARrI.tENTOF STATECOOES DIVISION d)SHALL BE GFCI PROTECTED (IE LIGHT or RECFPTRCLEI FILL SECTION EOUI f2006 IRC],R2012(2009 IRC)OR R03 (2012 IRC! (NOT R1 q' I ALBANY.1-ryyta7Mo&l el SHALL BE ON R GENERAL ILLUMINATION CIRCUIT 9. RLL WINDOWS REQUIRE PROVING 2012 IRC,SECTION R7038, PRN FLASHING Req'd IF SGm DlApDtoVel1014- 014 atem•ModN,or component INSTRUCTIONS ERRE NIDI PROVIDED MI °a, '2CpkM-,nN, ID-OA-4- MASTER SERIES FI SHALL NIDI LI ON A CIRCUIT THAT HAS RECEPTACLES FOR BATHROOMS OR R _ wmrmm•r.N. uQpcwon No tw.wara�wal SMALL APPLIANCE CIRCUIT 2014 NEC-NOT O R GARAGE CIRCUIT AS WELL WIIG£Tdhe(pm,tl e.ppFaNe wrero>so. naee eaol,--wm.d 12 MAY EXTERIORSAN RECEPTACLES DTFER THAN THOSE REQUIRED BY THE NEC ALL MODELS MRY BE ADDED AS AN OPTION = 'CONAL ! 12(08/14TM 13 DOOR014 PEN RC - ALL GARAGE RECE RECEPTACLES MUSTEBERCLES MUST BE GFCI ROTECTED,FBU PROTECTED GFCI PROTECTION ION �pA,S'f SCHEDULES d NOTES THE _ p Msbn ewemmb-e,:,.eaWspo byft OochLV=maEOeoot DUE TO ACCESSIBILITY. 14 2014 NECK-YR DEDICATED CIRCUITNOT BE INSTALLED ISRECD FOR RECEPT5/LIGHTS CONTAINED"INSIDE" * Q� WALL COVERING SCHEDULE I� 9r �-- G, = MUNCY HOMES, INC THE GARAGE ONE RECEPT MIN PER VEHICLE BAY IN GARAGE WALL COVERING STUD SPACING 15 2 99 2014 NEC- ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON R DEDICATED CIRCUIT 1567 PA ROUTE 442 16.2014 NEC - DRYWALL SCREWS,WOOD SCREWS,ETC MAY NOT BE USED TO MOUNT 1/4"WOOD PANELING 16" OC MUNCY, PR 17756 FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED Q I/z"or 5/8° GYPSUM BOARD 16" oc OR 24^oc DRN BY DATE SCALE REV SW NO / 1/4" or 3/9'GYPSUM BOARD 12" OC OR 16" OC EST�� 1/2'VINYL COVERED GYP BD DRTABRSE NAME MJL 9-22-91 NONE 10-01-2014 3a Is"Dc OR z4"OC 03\3e_n 06 r GENERRL NOTES - 1 IGENERRL NOTES - 2 PLUMBING NOTES PLUMBING NOTES ELECTRICRL NOTES ELECTRICRL FIELD NOTES MECHRNICRL/HERT NOTES 1 WIRING SHELL BE IN RCCORDRNCE WITH THE LATEST 1 SEE DRAWING 3a FOR ENERGY SUMMARY AND NOTES AND v 1 WALL RIND CEILING FINISHES SHALL HAVE R 1 WATER HEATERS IN ENCLOSED SPACES SHALL HAVE 2" 1 DWV LINES SHALL BE RBS SCHEDULE 40 COMPLYING 22 (MR)DWV LINES 1 INTERMODULE CONNECTIONS ADOPTED NEC AND INSPECTED IN PLANT BY AN U VALUES OF WINDOWS AND DOORS 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 . 2 EACH DWELLING SHALL HAVE R MAIN EXIT DOOR RATING OF LESS THAN 25 WITH ASTM D 2665 OR COPPER DWV COMPLYING WITH SPACING-4'-0'FOR PIPING 2"AND LARGER, APPROVED QUALITY ASSURANCE AGENCY MODULE(S)AND PANEL BOX ARE BY DIRECT HOOK-UP TO 2 ALL WINDOWS AND DOORS SHALL BE WERTHERSTRIPPED THIS DOOR SHALL BE SIDE HINGED.NOT LESS THAN 2 WIRING SHALL BE TYPE NMB . 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT 2 OPT FACTORY BUILT FIREPLACES SHALL BE LISTED. ASTM 0 306 MAX FOR PIPING 1 1/2"AND LESS THE PRNEL-BOX WIRES SHALL BE LABELED 3 CONNECTED ELECTRIC BASEBOARD HEAT LORD SHALL NOT 3 CIRCUIT BREAKERS SHALL BE RATED AT 10,000 RIC EXCEED 809.OF RATED CAPACITY 1'-0'OF BRSEBORRO 3 DWELLING<5'TO LOT-LINE REQUIRE FIRE PROTECTION LABELED END INSTALLED IN ACCORDANCE WITH THE PLASTIC PIPE (DWV)MAXIMUM HORIZONTAL SUPPORT MAXIMUM VERTICAL SUPPORT SPACING -EACH STORY B-2 STORY MODELS-SECOND FLOOR WIRES ARE COILED 4 CONDUCTORS.DEVICES AND EQUIP SHALL BE LABELED I5 RATED AT 250 WATTS, 240V REQUIREMENTS OF SECTION 83021(2003-2012 IRC&MR) CONDITIONS OF LISTING FACTORY BUILT FIREPLACES SPRING-4'-0" HEIGHT AND PIPING SHALL HAVE A MIDSTORY GUIDE UNDER THE FLOOR OF ARCH MODULE THESE WIRES SHALL SHALL BE TESTED IN ACCORDANCE WITH UL 127 MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY COPPER PIPE MAXIMUM HORIZONTAL SUPPORT AND/OR LISTED BY AN APPROVED TESTING AGENCY AND BE FED THROUGH PREDRILLED HOLES IN THE FIRST 4 ELECTRIC BASEBOARD UNITS SHALL BE INSTALLED TO SPRINKLER PROTECTED DWELLINGS<3'TO LOT-LINE INSTALLED IN ACCORDANCE WITH LISTING, MANUFACTURERS INSTRUCTIONS LABELING OF UNITS USE TABLE 1,3021(21(2012-15 IRC) EXT RIR SUPPLY SHALL COMPLY WITH SECTION HEIGHT AND PIPING MHO HAVE R MIDSTORY GUIDE SPACING-6'-0" FLOOR END LOCATED TOP RED SOLE PLATES IN STUD MANUFACTURER'S INSTRUCTIONS AND RPPLICRBLE CODES SHALL COMPLY WITH THE RPPLICRBLE CODE 4 CEILING HEIGHTS SHALL CONFORM TO SECTION 31005(20FLUE IRC) ,AND (2006-15MORE IRC d MR) COPPER PIPE MAXIMUM HORIZONTAL SUPPORT MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR 5 NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT 5 1'-0"OF HYDRONIC BASEBOARD HERT=550 BTUH AT 30'MAX FLUE ANGLE.AND NO MORE THAN 147 ELBOWS. SPACING-6'-0" HEIGHT BUT SHALL NOT EXCEED 10'-0" WIRE DROPS 8305 12012-15 IRCI -NOT FOR GES FIREPLACE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY 23 [MR7 WATER 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 BE PROTECTED WITH 1/16"THICK STEEL SLEEVE OR 5 DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE 3 HVAC AND FIREPLACE CHIMNEY AND CONNECTORS SHALL HEIGHT BUT SHRILL NOT EXCEED TYPE COPPER LINES MAXIMUM HORIZONTAL SUPPORT DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON 6 FOR LIES HEAT BASEBOARD O HEAT SYSTEM,MANUFACTURER SEPARATED FROM EACH OTHER BY WALL RND/OR FLOOR PLATE CABLE PASSING THROUGH NOTCHES SHALL BE SITE BY THE BUILDER COMPLY WITH PUT 211 2 WRIER SUPPLY LINES SHALL BE TYPE L COPPER SPACING-6'-0" SUPPLIES HERT UNITS CONSISTING OF. ASSEMBLIES OF NOT LESS THAN 1 HOUR FIRE PROTECTED WITH R 1/I6"THICK STEEL PLATE C-CAPE MODELS-MANUFACTURER PROVIDES JUNCTION RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH 4 BATH FRN OUTPUT 70 CFM MIN KIT EXH 135 CFM MIN COMPLYING WITH ASTM B 88 MAXIMUM VERTICAL SUPPORT CE D1 -EACH COVER.ELEMENTS,CAPS.3/4"TYPE M COPPER STUBBED NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE ASTM E119 FLOOR-CEILING ASSEMBLIES SHALL EXTEND 5 SAFELY GLAZING SNRLL BE USED WHERE REQUIRED BY COPPER LINES MAXIMUM HORIZONTAL SUPPORT STORY HEIGHT BUT NOT RI EXCEED 10'-0" BOXES N CEILING BEHIND KNEEWRLL FOR GENERRL 4'-fi"MAX WITHIN 1'-0"OF OUTLET BOX BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM SECTION 83084 SPACING - 6'-0" SPACING LINES MAXIMUM HORIZONTAL SUPPORT IN SECOND F SMOKE DETECTOR AND HEAT CIRCUITS TO AN D BE TIGHT AGAINST THE EXTERIOR WALL,AND 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART ON SECOND FLOOR BY THE BUILDER fi 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 SHALL EXTEND E THE UNDERSIDE 7 THIRD PARTY LABEL,INSIGNIA OF APPROVAL AND DATA STORY HEIGHT BUT NOT TO EXCEED 10'-0" MAXIMUM VERTICAL SUPPORT SPACING -ERCH OF ELECTRIC BASEBOARD HART UNITS ELECTRICRL MRT'LS TO COMPLETE THE SECOND FLOOR WITH RSTM B 88(MECHANICAL SYSTEMS ONLY) OF THE ROOF SHEATHING WHEN THE FLOOR ASSEMBLY CPVC COMPLYING WITH RSTM D 2846 MAY BE STORY I-EIGHT AND PIPING SHALL HAVE R 7 IN KITCHENS R RECEPTACLE OUTLET SHALL BE SHALL BE FURNISHED AND INSTALLED BY THE BUILDER _ PLATE SHALL BE AFFIXED TO THE KITCHEN SINK B - - INDICATES PIPING BELOW FLOOR BY THE IS REQUIRED TO BE FIRE-RESISTANCE RATED.THE USED AS AN ALTERNATE MATERIAL MIDSTORY GUIDE _ INSTALLED ET ARCH WALL COUNTER SPACE THAT IS 12" IN ACCORDANCE WITH GOVERNING CODES SEE NOTE =28 CABINET RLL PR LABELS GROUPED EL THIS LOCATION OR WIDER RECEPTACLE OUTLETS SHALL BE INSTALLED D-RAISED RANCH MODELS-FOR SITE INSTALLED BUILDER ARROW INDICATES DIRECTION OF FLOW SUPPORTING CONSTRUCTION OF THE ASSEMBLY SHALL STATES REQUIRING ADDITIONAL LABELS(IBC. NH, CPVC LINES MAXIMUM HORIZONTAL SUPPORT CROSS-LINKED POLYETHYLENE (PAX)LINES MAXIMUM 50 THAT NO POINT ALONG THE WALL LINE IS MORE DEVICES AT ENTRY,ie SWITCHES.RECEPTACLES, ETC FOR HYDRONIC BASEBOARD HEAT LAYOUT HAVE AN EQUAL OR GREATER FIRE-RESISTANCE RATING VR, CT) THE LRBELS 5HRLL BE AFFIXED IN R SPACING -3'-0" HORIZONTAL SUPPORT SPACING-2'-8" THAN 24"MEASURED HORIZONTALLY FROM R WIRES RRE EITHER STUBBED TO BASEMENT OR COILED 9 MANUFACTURER SHALL PROVIDE R FARMED CHASE UPON 6 GRRRGES AND CARPORTS SHALL COMPLY WITH SECTION -CLOSET OF ERCH RE) ITIONRL MODULE MAXIMUM VERTICAL SUPPORT SPACING-EACH MAXIMUM VERTICAL SUPPORT SPACING-EACH RECEPTACLE OUTLET IN THAT SPACE FOR SITE IEITHE RSTU OF DEVICES 0Y THE BUILDER REQUEST TO ALLOW FOR FLUE(S)OR DUCTS TO BE - R3D9(2000-06 IRC)d R3025 (2009-15 IRC d MR) IBC UNITS MAT NEVE LABELS GROUPED IN ONE STORY HEIGHT AND PIPING SHALL HAVE A STORY HEIGHT BUT NOT TO EXCEED 10'-0" INSTALLED ON SITE BY THE BUILDER SIZE TO BE 7 INSTALLATION OF SMOKE ALARMS AND AUTOMATIC MIDSTORY GUIDE 24(MP)CONVENTIONAL PIPE CLAMPS.BRACKETS 8 KITCHEN COUNTERTOP,BATHROOM,GARAGE AND E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE LOCATION EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED BETWEEN MODULES, R JUNCTION BOX SHALL BE LOCATED DETERMINED BY THE BUILDER SPRINKLER SYSTEMS SHALL COMPLY WITH (NH)CAPE UNITS SHALL HAVE THE LABEL FOR THE CROSS-LINKED POLYETHYLENE lPEX1 COMPLYING OR STRAPPING SHALL HAVE R BARRING WIDTH KITCHEN 9ND BRTHRODM RECEPTACLES 5HRLL BE ON UNDER THE FLOOR OR NEAR THE ATTIC RCCE55 10 FLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14 SECTION 8317 (2000 IRCI.SECTION 8313 6 8314 2003 WITH RSTM F TE MRY BE USED RS RN (M SHO Z MORE 20 PMP GFCI CIRCUIT(5) F-ALL CONNECTIONS SHALL BE MADE ON SITE BY BLDR TH1,U 2012-15 IRC d MR) UNFINISHED UPSTAIRS PORTION REFIXED TO THE FEET IN LENGTH FLEXIBLE DUCT LENGTH IS UNLIMITED KITCHEN SINK CABINET ALTERNATE MATERIAL 2S (MR)HORIZONTAL ORRN LINES 3"03 LESS 11 MANUFACTURER HAS OPTION OF OMITTING THE HEATING g CONCEALED SPACES BETWEEN FLOOR/CEILING CROSS-LINKED POLYETHYLENE(REX)LINES MAXIMUM SHALL SLOPE R MINIMUM OF GER PER FOOT 9 FOR WHIRLPOOL TUB OPTIONS,WIRING SHALL BE IN G-SEE MRNUFRCTURER'S SETUP PROCEDURES MRNURL WHEN R MODULE DOES NOT HAVE R CLOSET, ACCORDANCE WITH MRNUFRCTURER'S INSTELLRTION 2 R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR SYSTEM FOR ON SITE INSTRLLRTION BY THE BUILDER ASSEMBLIES SHRLL TI N R50212 (200 AT 1000 SF RDDITIONRL LABELS SHALL BE AFFIXED TO THE HORIZONTAL SUPPORT SPACING- IN HORIZONTAL DRAIN LINES LARGER TERN 3" INSTRUCTIONS AND SHRLL BE GFCI PROTECTED TO BASEMENT SHALL BE INTERCONNECTED WITH 12 IT IS NECESSARY TO INSULATE THE BASEMENT WALLS INTERVALS SEE SECTION 8502 S HALL 6 IRC],830212 MAXIMUM VERTICAL SUPPORT SPACING-EACH SHALL SLOPE A SHALL M OF D 3 PER FOOT 10 WHEN R WASHER RECEPTACLE IS INSTALLED IN R BASEMENT SMOKE DETECTOR BY THE BUILDER KITCHEN SINK CABINET WHEN THE KITCHEN CABINET TO ENSURE COMPLIANCE WITH THE FORCED RIR DUCT SECT 15 IRC d 2MR)00 MATERIALS SHALL COMPLY WITH STORY HEIGHT BUT NOT TO EXCEED 10'-0" 26 (MR)ALL VENTS SHALL EXTEND 3"DIAMETER, R-VRLUE REQUIREMENTS IN UNCONDITIONED SPACES SECT 8502121 SHRLL(16 IRC),PROVIDED 1 WOOD15 IRC-MR) IS INSTALLED ON SITE BY THE BUILDER.LABELS AND 3 SOLDER RND FLUX U5ED FOR COPPER PIPE SHALL HAVE 18'-24"ABOVE AND 12"BELOW ROOF BATHROOM.WHETHER R SEPARATING DOOR IS PRESENT B-FOR CAPE UNITS. WIRE IS STUBBED THROUGH DATA PLATE SHALL BE REFIXED IN A CLOSET OR IN THAT ARE NOT INSULATED,THE FORCED RIR DUCT 9 FIREBLOCKING SHRILL BE PROVIDED IN NG ASSEMBLIES ANOTHER KITCHEN CABINET WHEN R MODULE HAS NO E CHEMICAL COMPOSITION SOLDER TO OR LESS THAN 27 (RD ALL VENTS SHALL EXTEND 3"DIAMETER. OR NOTI THAT RECEPTACLE SHALL BE GFCI PROTECTED FLOOR/CEILING FOR BUILDER TO INSTALL SECOND MUST BE COVERED WITH SUFFICIENT INSULATION TO FLOOR CONSTRUCTION AND ION R5 28(2 G ASSEMBLIES 02 PERCENT LARD THE SOLDER SHALL COMPLY WITH 12"ABOVE RIND 24"BELOW ROOF it GFCI CIRCUIT PROTECTION SHRLL BE PROVIDED BY FLOOR SMOKE DETECTOR(S) ATTAIN A FORCED RIR DUCT INSULATION VRLUE RE IN RCCOPDRNCE WITH SECTION 86028 FIRE-06 IRC), CABINETS OR CLOSETS,LABELS AND DATA PLATE R5TM 1332 THE FLUX SHALL COMPLY WITH RSTM B513 28 (RI)HOSE BIBBS SHALL HAVE BRCKFLOW BREAKER OR RECEPTACLE 3 13RTHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR TO 830211(2009-15 IRC d MR CHIMNEY FIREBLOCKING SHALL BE AFFIXED IN R CLOSET OF ANOTHER MODULE REQUIRED BY THE APPLICABLE ENERGY CODE SHALL COMPLY WITH R100116(2000-06 IRCI.R100319 AS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY 4 JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE PREVENTERS RIND SHALL BE FROST FREE 12 SMOKE DETECTORS SHALL BE FIRIX 4518 OR R BASEMENT SHALL BE INTERCONNECTED BY THE BUILDER 13 2009-15 IRC-WHERE A CLOTHES DRYER SPACE IS (2009-15 IRC d MR) FIREBLOCKING SHALL BE APPLIED HAVING JURISDICTION SHALL SHOW RCTURL LOCATION AND OTHER PIPING MATERIAL SHALL BE MADE WITH AN 29 SEE DRAWING 6b FOR RDDITIONRL PLUMBING NOTES LISTED EOUIVRLENT 4 PANEL BOXES IN CRAWL SPACE UNITS SHALL BE PROVIDED.R DRYER EXHAUST SHALL BE INSTRLLED BEFORE SPACE IS COVERED OR CONCEALED OF THE INSIGNIA OF APPROVAL APPROVED ADAPTER FITTING 30 2(1(19-SS IRC-WATER SUPPLY RISES FROM SHOWER 13 SMOKE DETECTORS 5HRLL BE DIRECTLY CONNECTED INSTRLLED BY THE MRNUFRCTURER FOR OTHER UNITS, NOT INSTRLLED BY THE MRNUFRCTURER,IT MUST 10 ROOF COVERINGS SHALL COMPLY WITH SECTION FOR PR,BUMP-OUTS,RDD-ONS.RODITIONS d ETC OF 5 FOR ROS PIPE AND FITTINGS.R SOLVENT CEMENT VALVE TO HERD OUTLET 5HRLL BE SECURED USING TO R GENERRL ILLUMINATION CIRCUIT WITH NO THE MANUFACTURER MAY EITHER INSTALL THE PANEL BE INSTRLLED BY THE BUILDER 8905 CLOSED-WALL CONST d >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 PRNEL BOX UNDERNEATH FOR 14 2009-12 IRC -WHERE R CONCERLED DRYER DUCT IS ONE STATE LABEL AND ONE PF5 LABEL PER MODULE TO ALL JOINT SURFACES FOR CPVC PIPE d FINDS, MATERIALS OR FITTINGS ANCHORED WITH 50REW5 INTERCONNECTED IN SUCH R MANNER THAT THE INSTALLATION BY THE BUILDER OR LABEL WIRES AND INSTRLLED,THE LENGTH OF DUCT SHALL BE 11 SKYLIGHTS RIND SLOPED GLAZING SHALL COMPLY WITH 8 EXT CHASES SHALL HAVE INSULATION AND DRYWALL R SOLVENT CEMENT THAT COMPLIES WITH RSTM F 493 31 2009-15 IRC-EACH FIXTURE ORRIN SHALL CONNECT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL SHIP PRNEL BOX AND BREAKERS LOOSE FOR PERMANENTLY IDENTIFIED WITHIN 72"OF THE DUCT SECTION R3086 TUBULAR DAYLIGHT DEVICES SHRLL 9 HRNDRRIL5 SHALL BE PROVIDED ON AT LERST-ONE SHALL BE APPLIED TO ALL JOINT SURFACES THE INDEPENDENTLY TO THE HORIZONTAL WET VENT RLRRMS IN THE INDIVIDUAL UNIT INTERCONNECTION INSTALLATION BY THE BUILDERPEOD COMPLY W/SECTION 83086(2012-15 IRC) 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 5 WHEN PRNEL BOX IS INSTALLED IN UNIT, ELECTRICAL CONNECTION DRY IRC SIGNAGE INSTALLED WHEN>35'RUN 12 STRUCTURRL MEMBERS SUBJECT TO HOLE DRILLING. HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD AND IN ACCORDANCE WITH RSTM 0 2846 OR RSTM SHELL BE INSULATED TO R MINIMUM OF R-3 UNDER RLRRMS PROVIDED ALL RLRRMS SOUND UPON ACTIVATION CONNECTIONS BETWEEN MODULES 5HRLL BE MADE IN 15 2009-12 IRC-DRYER DUCTS INSTRLLED WITHIN 1-U4" CUTTING OR NOTCHING SHALL COMPLY WITH SECTIONS NOSINGS SHALL BE NOT LESS THAN 34 INCHES AND F 493 FOR PVC PIPE AND FITTINGS. R PRIMER THE FOLLOW CONDITIONS OF R SINGLE ALARM(2012 LRC) JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE OF THE SHIELD 2 EDGE SHALL BE PROTECTED WITH R R5028, R6026, R60261•d R8027 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, RCCE55 PRNEL OR IN THE BASEMENT MANUFACTURER METOL SHIELD 2"ABOVE THE SOLE PLATE RIND 2" 13 THE MRNUFRCTURER MAT SUBSTITUTE FOR THE JOIST GURRD5 SHALL COMPLY WITH SECTION R312 TO ALL PVC SOLVENT CEMENTED JOINTS SOLVENT -PIPING SERVING MORE THAN ONE DWELLING UNIT OUTSIDE OF EACH SEPARATE SLEEPING AREA AND ON SHALL SUPPLY JUNCTION BOX AND WIRE BELOW THE TOP PLATE HANGERS SHOWN IN THE TYPICAL CROSS SECTION 10 VENTILATION OF ATTIC SPACE SHRLL BE PROVIDED BY CEMENT FOR PVC PIPE COMPLYING WITH R5TM D 2554 -PIPING FROM WATER HEATER TO KITCHEN OUTLETS ERCH FLOOR LEVEL ALL SMOKE RLRRMS SHALL BE MANUFACTURER HAS OPTION OF USING MODULE lfi APPLIANCES IRC -MICROWAVES INSTRLLED ABOVE COOKING DRAWINGS. R 2x2 NOMINAL WOOD LEDGER STRIP 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 11, RPPLIRNCES 5HRLL CONFORM TO UL 923 14 (MR)EGRESS FROM ALL DWELLING UNITS SHRLL MINIMUM NET FREE VENTILATION AREA SHALL BE CROSS-LINKED POLYETHYLENE(PAX]PIPE RND 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 17 2009-15 LRC -RETURN RIR SHALL NOT BE PULLED BE BY MEANS OF TWO EXIT DOORS SEE NOTE 2, 1/300 OF THE AREA OF THE SPRCE VENTILATED 50 TO AND JOINTS BETWEEN TUBING OR FITTINGS.REF SECT'S DISTRIBUTION MANIFOLD SEE ELECTRICRL FIELD NOTE-2 ADJACENT TO AN EXTERIOR WRLL OF BUILDING, R FROM ATTICS OR UNDER-FLOOR PLENUMS REMOTE RS POSSIBLE FROM EACH OTHER AND 80%VENT AT RIDGE(2003-09 IRC-MR), 40 TO 50%VENT P2904(2003-2006 IRC),IP2904(2009-2012 IRC).AND -PIPING EXCEEDING THE FOLLOWING"RUN"LENGTHS, 14 ENCLOSED INCANDESCENT CEILING LIGHTS IN R CLOSET SERVICE DISCONNECTING MEANS SHRLL BE INSTALLED AT 18 IDENTS IRC-ALL PIPING AND TUBING SHALL BEAR THE LEADING DIRECTLY TO GRADE AT RIDGE 12012-15 IRC) p2904(2015 IRC)FOR COMPLIANCE 3/6"=30', 1/2"=20'3/4"=10',>3/4"=5' SHRLL HAVE 12" MINIMUM HORIZONTAL CLEARANCE FROM R READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF IDENTIFICATION MRNUFRCTURER SECONDARY,EXIT DOORS SHRLL NOT BE LESS THAN 11 THIS NOTE RESERVED FOR FUTURE USE 33 2012-15 IRC-WASTE WATER FROM BATHTUBS,SHOWERS, COMBUSTIBLE MRTERIRL SURFACE MOUNTED THE BUILDING OR INSIDE NEAREST THE POINT OF 19 2012 IRC-PLASTIC PIPE,FITTINGS RIND COMPONENTS 32 INCHES IN NOMINAL WIDTH NOR 80'IN 6 HORIZONTAL DRRIN LINES 2 1/2"OR LESS SHRLL FLUORESCENT OR RECESSED ENCLOSED INCANDESCENT SHALL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14 12 INTERIOR WALL RND CEILING FINISHES IN ENCLOSED LRY,CLOTHES WASHERS,AND LAUNDRY TRAYS MAY BE ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY NOMINAL HEIGHT SLIDING TYPE DOORS SHRLL NDT 2 FAMILY DWELLING EXITS SHALL HAVE R FLAME SLOPE R MINIMUM OF 1/4"PER FOOT DISCHARGED TO AN APPROVED GARY WATER SYSTEM CEILING LIGHTS IN R CLOSET SHELL HAVE 6"MINIMUM THE BUILDER 20 2[112-SS IRC- ALL PIPING, TUBING RIND FITTINGS SHALL BE LESS TARN 76" IN NOMINAL HEIGHT HORIZONTAL DRRIN LINES 3"TD 6"SHRLL SLOPE HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL EITHER BE TESTED OR CERTIFIED BY AN APPROVED SPREAD RATING OF 0 TO 75 DESIGNED PER SECTION P3009 SERVICE DISCONNECTING MEANS SHALL NOT BE 15 2012-15 IRC - END-JOINTED LUMBER USED IN FIRE R MINIMUM OF 1/B"PER FOOT 15 3 WRY RIND 4 WRY SWITCHES 5HRLL BE 50 WIRED TART THIRD-PARTY TESTING AGENCY 13 INDIVIDURL COMPONENTS SUCH RS STRUCTURRL 34 2012-15 IRC -PIPE FITTINGS, TRAPS, FIXTURES INSTRLLED IN BATHROOMS RESISTRNT FLOOR, WALL OR RODF/CLG R55EMBLIES SYSTEMS,HRBITRBLE SPACES,NON-HRBITRBLE SPACES, 7 FITTINGS FOR CHANGE IN DIRECTION OF DRAINAGE UTILIZED IN R PLUMBING SYSTEM SHRLL BEAR THE ID ALL SWITCHING IS DONE ONLY IN THE UNGROUNDED THE AUTHORITY HAVING JURISDICTION SHRLL DETERMINE 21 2012-15 IRC-ELEC BASEBOARD HEATERS MUST BE LISTA SHALL HAVE THE 'HRA DESIGNATION IN ITS GRADE STAIRWAYS,CLOSETS,UTILITY AREAS, BATHS, PIPING SHALL COMPLY WITH TABLE 30051 OF THE MANUFACTURER,REFERENCED STANDARD RIND CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHRLL NOT THE DISTANCE INSIDE THE BUILDING THE SERVICE AND LABELED PER UL 1042 MARK 8 MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP DISCONNECT THE GROUNDED CONDUCTOR OF R CIRCUIT ENTRANCE CONDUCTORS 5HRLL BE ALLOWED TO TRAVEL 22 2012-15 IRC-WHOLE HOUSE MECHRNICRL VENTILATION KITCHENS,GRRRGES,CARPORTS, ETC MRY BE 3rd PARTY INSPECTION AGENCY SYSTEM REOURIED PER M15D7 i6 2012-15 IRC- SINGLE MEMBER EXT WALL HERDERS WEIR SHRLL BE 24" r INTEGRATED WITH ANY FLOOR PLAN THEY MAT BE 35 VENT SHRLL TERMINATE 2'ABOVE OPENINGS WITHIN 10' 16 OUTLET BOXES IN FIRE RATED ASSEMBLIES SHRLL BE TO THE MAIN OISCCONNECTING MEANS 23 OUTDOOR INTAKE OPENINGS WITHIN 10'OF A- SHRLL HAVE R PLATE MATCHING THE THICKNESS OF 9 AS AN RLTERNRTIVE TO VENTS THROUGH THE ROOF, 7 ELECTRIC SERVICE SHALL BE GROUNDED ON SITE BY THE WALL DIRECTLY ABOVE RIND BELOW THE HERDER ROTATED 90 RND/OR REVERSED IN ANY DIRECTION, RIR RDMITTRNCE VRLVE5 COMPLYING WITH RSSE 1051 (2003-2009 IRC-MR),3'ABOVE OPENINGS WITHIN 10'FOR PASS d CIRCUITS R TYPE T FIT N R LISTED EOUIV CONTRMINRTION SOURCE RRE-0 BE 2' BELOW THE IN PART OR IN THEIR ENTIRETY RPPLICRBLE 2012-15 IRC 17 WHEN CIRCUITS WILL NOT FIT IN R SINGLE PRNEL BOX, THE BUILDER IN ACCORDANCE WITH GOVERNING CODES CONTRMINRTION SOURCE 2003-09 IRC-MRI,3' BELOW STRUCTURRL SYSTEM DRAWINGS SHRLL BE CROSS SHALL BE PERMITTED FOR R SINGLE FIXTURE OR FOR 36 2003-12 IRC-LAUNDRY TUB MIN 1-1/4"DARN 1-1/2" R SUB-FEED SHRLL BE INSTRLLED SEE DRAWING 6a B AFTER THE HOME IS SET ON THE FOUNDATION RIND THE FOR 2012-15 IRC MULTIPLE FIXTURE TARPS ELECTRICAL SYSTEM IS COMPLETED BY OTHERS IN REFERENCED ON ALL FLOOR PLAN DRAWINGS LAUNDRY TUB MIN DRAIN- 2015 IRC, MR, NY,NJ d ME 18 FOR OWNER OCCUPIED ONE-FAMILY DWELLINGS WHERE 24 2R MORE IRC-RIR EXHAUST OPENINGS SHRLL TERMINATE 3' 14 OPERABLE WINDOWS LOCATED MORE TARN 72"ABOVE 10 HORIZONTAL VENT PIPES SHRLL BE EVERTED R THE OWNER WISHES TO OMIT ELECTRICRL DEVICES, ACCORDANCE WITH THE GOVERNING CODES,E COMPLETE OR MORE FROM PROPERTY LINES, 3'FROM OPENINGS FINISHED GRADE MUST MAINTAIN THE LOWEST PART OF MINIMUM OF 6'ABOVE THE FLOOD LEVEL RIM OF FIXTURES AND WIRING,EXEMPTIONS SHRLL BE SUBJECT OPERATIONAL CHECK SHRLL BE PERFORMED THIS CHECK THE HIGHEST FIXTURE SERVED (WINDOWS,DOORS, EIC)INTO THE BUILDING,RIND 10' THE WINDOW CLERK-OPENING A MINIMUM OF 24"ABOVE TO APPROVAL RL E THE AUTHORITY HAVING JURISDICTION SHRLL BE THE RESPONSIBILITY OF THE BUILDER FROM MECHRNICRL RIR INTAKES UNLESS THE EXHAUST THE FINISHED FLOOR OF THE ROOM IN WHICH THE 11 BATHTUB RIND SHOWER FLOORS RIND WALLS ABOVE 19 FOR RFCI PROTECTION, SEE ELECTRICRL NOTES 9 COMPLETED ELECTRICRL SYSTEMS SHALL BE INSPECTED OPENING IS 3'ABOVE THE RIR INTAKE WINDOW I5 LOCATED IF THE WINDOW CLERK-OPENING BATHTUBS WITH INSTRLLED SHOWER HERDS AND IN PLUMBING FIELD NOTES 7 AND 8,SHT 3a AND TESTED IN CONFORMANCE WITH NFPR-70 25 2015 IRC-CONDENSATE DRAINS TO BE INSTUD TO ALLOW GENERRL FIELD NOTES SHOWER COMPRRTMENT5 SHALL BE FIN15HED WITH R MAINTENANCE OF THE DRRIN W/O CUTTING THE DRRIN DOES NOT MEET THESE PERRMETERS, THE BUILDER 20 WITHIN IRC)SMOKE HORIZONTAL RIND DETECTORS INSTRLLED TESTING AND INSPECTION SHALL BE PERFORMED B7 AN NONABSORBENT SURFACE SUCH WALL SURFACES SHRILL SHALL BE RESPONSIBLE FOR COMPLIANCE WITH WITHIN R 20 FOOT HORIZONTAL PATH OF R COOKING APPROVED ELECTRICRL UNDERWRITER'S AGENCY 26 2015 IRC-REFERENCE DUCT LENGTH TABLE M15062 IF 1 WHERE ADJOINING MODULES THAT HAVE GAPS OF 1/B" EXTEND 70 R HEIGHT OF NOT LESS THAN 6'-0"ABOVE 1 BUILDER RESPONSIBLE FOR SUPPLYING RND 10 WHEN AREAS ARE PROVIDED IN THE FACTORY, MRNUFRCTURER'S INSTRUCTIONS NOT AVAILABLE SECTION 86132(2006 IRC),86122 20(79 TRC d MR), APPLIANCE SHRLL BE EQUIPPED WITH O- LEARNT OR MORE, FIRESTOPPING SHALL BE PROVIDED AND THE FLOOR INSTALLING DISHWASHER d ICE-MAKER-BOX HAMMER 8312 ENTS15 IRC) SILENCING MEANS OR BE OF THE PHOTO-ELECTRIC TYPE WASHERS,DRYERS, WATER HEATERS MAY BE INSTRLLED RT RLL CEILING RND FLOOR LEVELS BY 15 BASEMENTS WITH HRBITRBLE SPACE AND EVERY 12 SHOWERS AND TUB/SHOWER COMBINATIONS SHRLL BE ARRESTOR COMPLYING WITH RSSE 1010 21 BE IRC7 SMOKE RLRRMS AND DETECTORS SHRLL NOT INSTRLLED BY THE APPLIANCES ARE THE BUILDER AND/OR SET-UP CREW ON SITE FOR 2009-15 IRC STATES, WATER HAMMER ARRESTORS SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENRBLE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BE INSTRLLED WITHIN R 3 FOOT HORIZONTAL PATH WHEN AREAS OR RPPLIRNCES RRE NOT PROVIDED, THE TYPE, THICKNESS AND INSTRLLRTION OF MRTERIRL ARE ONLY NECESSARY AT ICE-MAKER-BOX AND APPLIANCES SHALL BE PROVIDED BY THE BUILDER, EMERGENCY ESCAPE RIND RESCUE OPENING WITH E SILL BALANCE,THERMOSTATIC MIXING OR COMBINATION FROM R DOOR TO E KITCHEN OR BATHROOM CONTAINING SERVING AS A BARRIER TO THE UNOBSTRUCTED DISHWASHER LOCATIONS IF REQUIRED BY THE HEIGHT OF INI MORE THAN 44 INCHES ABOVE THE PRESSURE BRLRNCE/THERMOSTATIC MIXING VALVE ( SHOWER OR R TUB MANUFACTURER OR RETAIL CUSTOMER AND �I MOVEMENT OF FLAMES AND PRODUCTS OF COMBUSTION FLOOR.R MINIMUM NET CLERK OPENING AREA OF TYPES WITH HIGH LIMIT STOPS COMPLYING WITH BUILDER INSTRUCTIONS 22 BE IN 2 IRC)SMOKE RLRRMS AND DETECTORS SHRLL NOT INSTRLLED ON SITE SHRLL BE APPROVED BY THE AUTHORITY HAVING 2 BUIL-DER RESPONSIBLE FOR SUPPLYING AND BE INSTRLLED WITHIN R 3 FOOT HORIZONTAL PATH 57 SQUARE FEET,R MINIMUM NET CLERK OPENING RSSE/ANSI 1016 THE HIGH LIMIT STOPS SHRLL BE SET 11 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE JURISDICTION INSTALLING BATH FIXTURE FIRE BLOCKING HEIGHT OF 24 INCHES RIND R MINIMUM NET CLERK TO LIMIT WATER TEMPERATURE TO A MAXIMUM 120E FROM THE TIP OF THE BLADE OF R CEILING AUTHORITY HAVING JURISDICTION 2 MANUFACTURER HAS OPTION OF OMITTING PORTIONS OPENING WIDTH OF 20 INCHES 44"RFF MEASURED TO 13 (NJ,06-15 IRC d MR)THE HOT WATER TO BATHTUBS 3 FIELD INSTRLLED PIPING BETWEEN SECOND d FIRST SUSPENDED (PADDLE)FRN 12 ON-SITE DECK/PDRCH/STOOP SHRLL EXTEND UNDER EXT OF COMPLETE ROOF, CEILING RND/OR FLOOR FLOORS, BATHROOM TILE d FREEZE PROTECTION ON BTM OF CLEAR OPENING FOR 2012 IRC OR WHIRLPOOL TUBS SHALL BE LIMITED TO R MAXIMUM 23 ICT,NJ,RI,VT,PR)AT LEAST ONE CARBON MONOXIDE GFCI RECEPT AS SHOWN 50 THE RECEPT MAY BE SECTIONS OF MODULES,IF BUILDER WANTS TO 16 EACH DWELLING UNIT SHALL CONTAIN AT LEAST ONE TEMPERATURE OF 120E BY R WATER TEMPERATURE CRAWL SPRCE PIPING PLUS ALL WORK DONE ON SITE DETECTOR SHALL BE PROVIDED IN EACH DWELLING UNIT ACCESSIBLE FROM THE DECK/PORCH/STOOP CONSTRUCT SRME IN THE FIELD DESIGN OR HABITABLE SPACE WITH AL C T MINIMUM GOON LIMITING DEVICE THAT CONFORMS TO RSSE 1070 5HRLL BE APPROVED BY THE AUTHORITY HAVING THE DETECTOR SHALL BE INSTRLLED IN THE 13 REV'D FRONT AND REAR EXT GFCI RECEPT SHALL BE VERIFICATION OF DESIGN,SHRILL BE BY R PE OR R R FLOOR AREA (EXCEPTION'2015 IRC= I M MINT EXCEPT WHERE SUCH PROTECTION IS PROVIDED 0Y JURISDICTIDN PIPING SHALL BE FIELD TESTED IMMEDIATE VICINITY OF BEDROOM(S)ON THE ACCESSIBLE FROM GRADE ADDITIONAL"GRRDE- IN ACCORDANCE WITH GOVERNING CODES TO ENSURE OTHER HABITABLE ROOMS EXCEPT KITCHENS SHRLL R COMBINATION TUB/SHOWER VALVE BEFORE CONCEALMENT LOWEST FLOOR LEVEL CDNTRINING BEDRODMISI ACCESSIBLE"EXT GFCI RECEPTS SHALL BE PROVIDED ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING NEVE R FLOOR RRER OF NOT LESS TARN 70 SQ FT 14 f06-15 IRCI THE DISCHARGE WATER TEMPERATURE FROM 4 ALL FINISHED WATER AND DWV SYSTEMS SHRLL BE BEDROOM(S)SEPARATED BY OTHER USE AREAS SUCH CRPRBILITES OF THE LOAD BEARING WALLS, TESTED WHEN COMPLETED ON 5ITE BY OTHERS IN AND INSTRLLED BY OTHERS !BELOW THE MODULES)AT DESIGNER SHRLL CONTACT THE MANUFACTURER TO HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE R BIDET FITTING SHRLL BE LIMITED TO A MAXIMUM AS KITCHENS,LIVING ROOMS,ETC SHRLL REQUIRE THE FRONT AND REAR OF THE HOUSE SHOULD THE LESS THAN 7 FEET IN ANY HORIZONTAL DIRECTION. TEMPERATURE OF 110Y BY R WATER TEMPERATURE RCCORDRNCE WITH GOVERNING CODES ( SEPARATE CARBON MONOXIDE DETECTOR RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE VERIFY THE SIZE,SPECIES, GARDE,AND OC SPACING 17 THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN LIMITING DEVICE THAT CONFORMS TO RSSE 1070 5 ALL WORK DONE ON SITE SHRLL BE APPROVED BY (NJ)DETECTORS SHALL BE LOCATED WITHIN 10 FEET OF LORD BARRING MEMBERS MRTERIRLS TO THE AUTHORITY HAVING JURISDICTION COMPLETE OMITTED AREAS SHRLL BE SUPPLIED RND ANY FLIGHT OF STAIRS SHRLL NOT EXCEED THE 15 BATHTUBS INCLUDING GARDEN,WHIRLPOOL AND HOT OF BEDROOMS INSTRLLED BY THE BUILDER IN ACCORDANCE WITH SMALLEST BY MORE THAN 3/8" TUBS SHRLL HAVE OUTLETS RND OVERFLOWS RT LEAST DETECTORS SHRLL HAVE R BATTERY BACKUP GOVERNING CODES THE WIDTH OF EACH LANDING SHRLL NOT BE LE55 15 INCHES IN DIAMETER, AND THE WASTE OUTLET DETECTORS SHRLL BE LISTED AND LABELED AS 3 IF BUILDER WANTS TO CONSTRUCT,FABRICATE AND THAN THE STAIRWAY OR DOOR SERVED EVERY LANDING SHRLL BE EQUIPPED WITH AN APPROVED STOPPER COMPLYING NG WITHSHALBE PERMANENT RIND WITHOUT R 2034. ATTACH ELEMENTS,is PORCHES, CRRPORTS,GARAGES, SHRLL HAVE R MINIMUM DIMENSION OF 36 INCHES 16 JOINTS AROUND PLUMBING FIXTURES SHRLL BE MADE THE WIRDISCONNECTING SWITCH OTHER THAN AS REQUIRED ETC IN THE FIELD TO R LORD BEARING WALL, MERSURED IN THE DIRECTION OF TRAVEL WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS FOR OVER CURRENT PROTECTION 18 STAIRWAYS SHRLL NOT BE LESS THAN 36 INCHES IN 17 06-15(IRC d MR)CEMENT,FIBER-CEMENT OR GLR55 DESIGN OR VERIFICATION OF DESIGN SHRLL BE BY R CLERK WIDTH AT ALL POINTS ABOVE THE PERMITTED MAT GYP COMPLYING WITH RSTM[1288, [1325,OR[1278 DETECTORS SHRLL NOT BE REQUIRED IN DWELLING IN OR RA IN RCCORORNCE WITH GOVERNING CODES HANDRAIL HEIGHT AND BELOW THE REQUIRED HERDROOM SHRLL BE USED AS BROKERS FOR WALL TILE IN TUB UNITS NOT CDNTRINING R FUEL BURNING APPLIANCE, IN ORDER YI ENSURE DESIGN ODES NOT EXCEED THE HEIGHT HRNDRRIL5 SHRLL NOT PROJECT MORE THAN AND SHOWER RRERS 2009-12 IRC d MR-GREEN BOARD FIREPLACE OR ATTACHED GARAGE LORD CARRYING CR SHALL OF THE LOAD BARRING 45 INCHES ON EITHER SIDE OF THE STAIRWAY AND SHRLL CONFORM WITH RSTM C1396,C117B,C1276 24(DE)SMOKE DETECTORS SHALL NOT BE INSTRLLED ON WALLS,DESIGNER SHRLL CONTACT THE MANUFACTURER THE MINIMUM CLEAR WIDTH OF THE STRTRWRY AT AND 18 COPPER AND PLASTIC PIPE SHRLL BE PROTECTED FIRE SPRINKLER NOTES BRANCH CIRCUITS PROTECTED BY RFCI ALL SMOKE T11 O VERIFY THE LORDING,SIZE,SPECIES,GRADE RNDDETECTORS SHRLL BE SUPPLIED BY DEDICATED OC SPACING OF LORD BEARING MEMBERS GABLE END BELOW THE HANDRAIL HEIGHT SHALL NOT BE LESS WHEN LESS TARN 1 1/2"(1-i/4"FOR 2015 IRCI FROM CIRCUITS AND SHRLL BE MECHANICALLY PROTECTED ELECTRICRL SYMBOLS HERT FIELD NOTES THAN 315 INCHES WHERE R HRNDRRIL I5 INSTRLLED ON NEAREST EDGE OF WOOD MEMBER PROTECTIVE SHIELD 1 SPRINKLER DESIGNED BY OTHERS PER NFPR 130 WALLS EXCEPT FOR THOSE SUPPORTING WINGED ONE SIDE AND 27 INCHES WHERE HRNDRRIL5 ARE B7 LOCK-ON DEVICES PLATES SHRLL BE R MIN OF 0062"THICK STEEL RIND SEE MODEL SPECIFIC PLAN d CRLC'S IN THE NOBLES,BALCONIES, 2nd FLOOR WALL DEAD LORDS ARE PROVIDED ON BOTH SIDES SHRLL COVER THE AREA OF THE PIPE WHERE THE PERMIT SET PACKAGE 25 (MA1 ONE SMOKE DETECTOR SHALL BE PROVIDED FOR GD DUPLEX RECEPT S SINGLE SWITCH 1 IF HRBITRBLE ROOMS ARE TO BE INSTRLLED ON SITE NON-LORD BARRING CONTACT MANUFACTURER TO VERIFY FACTORY SHALL PROVIDE OPENING THROUGH FLOOR EACH 1200 SF OF FLOOR RRER OR PORTION THEREOF IN BASEMENT BY BUILDER RIND R COMBUSTIBLE FUEL BEARING STRTUS OF GABLE END WALLS WHEN IN DOUBT LRRGE ENOUGH TO ALLOW STAIRS TO COMPLY MEMBER IS NOTCHED OR BORED RIND SHRLL EXTEND R 2 GENERAL SPRINKLER DESIGN NOTES CAN BE FOUND El S 4 WHEN CONSTRUCTION AND FABRICATION OF ELEMENTS, MIN OF 2"ABOVE SOLE PLRTE5 6 BELOW TOP PLATES IN SECTION-1 OF THE MUNCY INC FIRE DETECTORS)SHRLL BE ADJACENT TO ALL SLEEPING C1D GFI RECEPT 3 THREE WRY SWITCH FURNACE IS SPECIFIED,R FURNACE ROOM SHALL BE WITH THE GOVERNING CODE SPRINKLER DESIGN MANUAL AREA S RND ON THE SAME CIRCUIT CHEECTOR(5) IF WF CONSTRUCTED AND R VENT TO EXTERIOR PROVIDED ie PORCHES.CARPORTS,GARAGES, ETC I5 DONE IN R 19 2009-15 IRC d MR-"HABITABLE ATTICS"SHRLL BE 19 CONCEALED PIPING IN UNHEATED AREAS INCLUDING LOCATED WITHIN 20 FEET OF R KITCHEN OR WATERPROOF RECEPT OT THERMOSTAT BUILDER SHELL COMPLY WITH RPPLICRBLE CODES FOR --- --- - - --MRNNER THRT DOES NOT-IMPOSE-RNY-RDDITIONRL-------DESIGNED WITH-PERMANENT STAIR-FOR VERTICAL - _OUTSIDE-WRLLS-SHRLL-BE PROTECTED RGRINST - --BATHROOM CONTRIVING A TUB OR SHOWER SHALL BE __ _ _ - - ANY RDOITIONRL-REQUIREMENTS __ STRUCTURAL LIVE LORDS ON THE MODULAR UNIT,NO EGRESS AND R MINIMUM OF(1)EGRESS WINDOW FREEZING PIPING SHRLL NOT BE LOCATED IN OF THE PHOTO ELECTRIC TYPE 220 RECEPT ® PRNEL BOX 2 ALL WORK DONE ON SITE SHRLL BE-APPROVED BY THE VERIFICATION OF LORD CARRYING CAPABILITIES I5 20 2009 IRC d MA-STEP-FLRSHING(4"x 4")REQUIRED UNHEATED SPACES WHEN POSSIBLE 26 (MR FOR ALL SIDE WALL HORIZONTALLY VENTED AUTHORITY HAVING JURISDICTION REQUIRED BY THE BUILDER FOR THE RTTACHMENT OF 20 CONCEALED PLUMBING SHALL BE TESTED IN PLANT GAS FUELED EQUIPMENT AND WHERE THE SIDE WALL WHERE ROOFS ABUTS R VERTICRL SURFACE 2012-15 IRC LIGHT ELEMENT TO THE MODULAR UNIT FLRSHING MAY BE CONTINUOUS OR"STEP-TYPE"WHERE NO PLUMBING SHALL BE CONCEALED BEFORE TESTING EXHRUST VENT TERMINATION IS LESS THAN 7 FEET 5 OPENINGS N MARRIAGE WALLS GREATER THAN F-O" ROOF ABUTS A VERTICRL SURFACE 21 IN-PLANT PLUMBING SHRLL BE LABELED AND ABOVE FINISHED GRADE CARBON MONOXIDE DETECTORS SHRLL REQUIRE R STEEL COLUMN OR FOUNDATION 21 2009-15 IRC-MR-36"WIDE STRIP OF ICE-GUARD REV'D PROTECTED DURING TRANSPORTATION, SHRLL BE PROVIDED AND INSTRLLED IN ACCORDANCE C>� RANGE HOOD VENTED TO EXT PIER UNDER EACH END IN THE FOUNDATION IN ALL CLOSED VALLEYS PLUGGED,CAPPED,ETC WITH 248 CMR 508 ® FRN LIGHT VENTED TO EXT - ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS 22 2003-15 IRC d MR-BRRCED WALL ANALYSIS SHRLL BE FIRE SPRINKLER FIELD NOTES 27 (MR)R LISTED SINGLE HART DETECTOR 5HRLL BE SHRLL SHOW LOCATION OF EXTRA SUPPORTS PERFORMED ON EACH MODEL PER SECTION R50210 INSTRLLED IN ANY INTEGRAL OR ATTACHED GRRRGE ,% SMOKE DETECTOR O JUNCTION BOX 6 SHIP LOOSE APPLIANCES AND OR EQUIPMENT SHRLL (2003-2015 IRC d MR) 1 FOR FIRE SPRINKLER DE5IGNS PROVIDED BY MUNCY TO THE MAIN HOUSE BE INSTRLLED PER THE PRODUCT MANUFACTURERS 23 2012-15 IRC-DRIP EDGE SHALL OVERLAP 2", EXTEND A HOMES INC,THE WATER DEMAND (PSI / GPM) THE DETECTOR SHRLL BE LISTED FOR AND REQUIRED - ELECT BRSEBD -HYDRONIC BRSEBD INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER MINIMUM OF 1/4"BELOW THE ROOF SHEATHING,EXTEND STATED ON THE MODEL SPECIFIC SPRINKLER CRLC'S TO BE INTERCONNECTED TO ALL SMOKE DETECTORS OF 1 20M PH 3-SECOND GUST 7 HRNDRRIL5 SHRLL BE SUPPLIED AND INSTALLED BY UP THE ROOF SHEATHING 2",AND BE FASTENED WITH d PLANS MUST BE MET OR THE SPRINKLER SYSTEM THE REQUIRED HOUSEHOLD FIRE ALARM SYSTEM, SUCH STRIP OUTLETS THE BUILDER BEFORE UNIT IS HRBITRBLE ROOFING NAILS AT 12"OC ROOFING UNDERLRYMENT WILL NOT FUNCTION CORRECTLY THAT THE ACTIVATION OF THE HEAT DETECTOR WILL HRNORRILS SHRLL BE FIELD IN "W STRLLED SHALL EXTEND OVER THE DRIP EDGE AT THE ERVE,AND 2 ENSURE THE ARNING"HRNG-TAG IS FASTENED TO ACTIVATE ALL OF THE AUDIBLE RLRRMS OF THE 8 THE BUILDER SHALL BE RESPONSIBLE FOR COMPLYING UNDER THE DRIP EDGE AT THE RAKE(GABLE) SHINGLES THE SPRINKLER SYSTEM NEXT TO THE CONTROL VALVE REQUIRED HOUSEHOLD FIRE ALARM SYSTEM THROUGHOUT MASTER SERIES WITH SECTION R310 APPLICABLE TO MAY BE CUT FLUSH WITH THE DRIP EDGE UNLESS 3 MD-PILL ON-SITE SPRINKLER WORK MUST BETHE BUILDING BASEMENTS REQUIRING EMERGENCY AND RESCUE OTHERWISE SPECIFIED BY THE SHINGLE MANUFACTURER. PERFORMED BY R MD LICENSED SPRINKLER CONTRACTOR 28 (MRI SWITCHES AND RECEPTACLES SHRLL HAVE GASKETS RLL MODELS OPENINGS 29 IMA,RU INSULATED STAPLES SHRLL BE INSTRLLED 9 FOUNDATION PLANS ARE FOR DIMENSIONAL AND METHOD 30 (RI1 ONE SMOKE DETECTOR SHRLL 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 SHRLL BE PROVIDED FOR ALL 5ET-UP/INSTALLATION OF THE UNIT SHRLL BE DONE I INTEGRAL GARAGES OR RTTRCHED GARAGES IN DWELLING Northeast Region MUNCY HOMES, INC BY R PE OR RR BASED ON LOCAL SOIL CONDITIONS UNITS WIRING SHRLL BE DONE IN THE FACTORY THE 10 ALL WORK DONE ON SITE SHRLL BE APPROVED BY -1 FINAL LOCATION OF DETECTORS SHALL BE DETERMINED APPROVED THE RUTHORITY HAVING JURISDICTION BY THE FIRE MARSHAL 1567 PR ROUTE 442 11 2012-15 IRC-UNDERSIDE OF FIRST FLOOR-FLOOR 31 SEE DRAWING 3e FOR RODITIONRL ELECTRICRL NOTES H Raup-3 MUNCY, PR 17756 _ ASSEMBLY 5HALL BE PROTECTED WITH 1/2"GYP OR 5/8" 32 R MINIMUM OF(2009-12 IRC I& 1)SMOKETPBLE DETECTOR ICS"SHRLL RELIEVE 3/26/1$ W000 STRUCTURRL PRNEL-SEE SECTION 85013(2012) 33 2012 IRC ELECTRIC COOKING RPPLIRNCES 5HRLL COMPLY DRN BY 830213(20157 FOR EXCEPTIONS WITH UL 1026 OR UL858 DRTE SCRLE REV SHT NO - 34 2012 IRC-COMMERCIRL COKKING RPPLIRNCES SHRLL ORTRBRSE NAME M.�L 3-22-91 NONE 1-30-2015 3b NOT BE INSTALLED IN DWELLING UNITS 03\3b-std06 FLOOR SHEATHING SCHEDULE: ROOF PANEL SPAN O/C SPACING AND MAXIMUM NERIA5 FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHEATHING SCHEDULE; WALL SHEATHING SCHEDULE: RATING REQUIRED ALLOWABLE LIVE LORD 1 EOURL OR BETTER MATERIAL MAY BE SUBSTITUTED 2 MRNUFRCTURER HAS OPTION CF DECRERSING THE 3/8"PLYWOOD SHEATHING 3/6'PLYWOOD SHEATHING 19/32"T&G PLYWD STURD-I-FLOOR OR EQUAL SHEATHING SPAN 24• 192" 16' ELEMENT OC SPACING 7/16" 5/8° THICKNESS RATING UNIT JOIST UNIT JOIST 7/16 „ " 3 END JOINTED LUMBER MAY BE USED INTERCHANGEABLY WIDTH SPACING SIZE, SPECIES AND GRADE OF FLOOR JOIST MOTE a2) WIDTH SPACING SIZE,SPECIES AND GRADE OF FLOOR JOIST-SEE NOTE nl&2 15/37' 15/32" ° " 23/32" " WITH SOLID SAWN MEMBERS OF THE SAME SPECIES 4Q PSF LIVE LORD - fi0 PSF LL 3/4�� 7/16" 32/16 40 PSF 1 PSF 100 PSF 3/8" OB SHEATHING 3/8"OB.SHEATHING 19/37'T&G OB STURD-I-FLOOR DR EOUPL LS/32" 32{I6 65 PSF 110 PSF 165 PSF AND GARDE IN WALL CONSTRUCTION 7/16" 7/16" 5/B" 19/37' 40/20 120 PSF 195 PSF 275 PSF SEE SHT 3a,GENERAL NOTES-L NOTE a15,FOR FIRE 24' 12" 2x8 SPF a2/ai OR OUPL 23/32" 23/32" 48/24 175 PSF 270 PSF n/a RESISTANT ASSEMBLY REOUIRMENTS(2012 IRC) 24' V. 2.8 SPF(SOUTH) =1 OR EOURL 15/37' 15/37' „ 24' 16" 2x8 SPF a2/al OR EOL'RL 24' I6' 2x8 SYR al OR ECURL 1/2" 1/7' " 3/4" 4 ALL SUMMARY TABLES REFLECT THE 2001,2005 AND 24' 24" 2x10 SPF(SOUTH)OR ECURL 24' L6' 2x10 SPF (SOUTH) a2 OR EQUAL 15/32"COMBINATION SHEATHING/SIDING 2012 NDS 24' I6" 2x12 SPF (SOUTH) a2 OR ECURL 1/7' COMBINATION 5HERTHING/SIDING SEE GENERAL NOTE a5 S WHEN ATTIC FLOOR IS DESIGNED FOR STORAGE,USE 26 LIT 2.8 SYP al OR ECURL19/37'COMBINATION 5HERTHING/5IDING THE ROOF SHEATHING SCHEDULE(3/8" NOT APPLICABLE) 26' 17' 2.8 5PF a2/n1 OR ECURL - 26 16" 2.10 SPF n2/a1 OR EQUAL 5/8"COMBINATION SHERTHING/SIDING 6 INTERIOR NON-LCROBERRING WALLS MAY BE 26 16' 2.8 SYP a2 OR ECURL 26' 16' 2.12 SPF(SOUTH) a2 OR ECURL - CONSTRUCTED OF WOOD STUDS 26' 16' 2.10 SPF(SOUTH) a2 OR ECURL 28' 12" 2.10 SPF(SOUTH -2 OR ECURL SEE GENERAL NOTE a7 WOOD STUDS SHALL BE R MIN.OF 2x3 5PF STUD GRACE 26 24" 2x10 SPF a2/a1 OR ECURL 28' I6" 2x10 SYP a2 OR EQUAL SPACED NO MORE THAN 24"OC WITH A MAXIMUM 26 24" 2.12 SPF(SOUTH) n2 OR EQUAL 28' 16' 2x12 SPF(SOUTH)n2 OR EOURL SPRCED HEIGHT OF AN2 1. 192" • 3x2x9 3/8"TRUSS JOIST OR EOURL 31' 12" 2x10 SYP a2 OR ECURL 16" 2x12 SYP a2 OR EOUPL AS AN OPTION, PRE-ENGINEERED WOODS STUDS MAY 31' 28' 1. 2.8 SPF a2/n1 OR EOURL - AL50 BE UTILIZED THESE ARE MANUFACTURED IN 28' 16" 2x10 SPF(SOUTH) a2 OR ECURL • ALL SHEATHING IS AGENCY RATED EITHER 2x4 OR 2x6 NOMINAL DIMENSIONS 26 24" 2x10 SYP a1 OR ECURL 7. RATED SHEATHING PANELS WITH ROOF SPAN RATING 26 24" 2.12 SPF(SOUTH) a2 OR ECURL FLOOR JOIST SUMMARY NOTES' OF 24"OR GREATER INSTALLED WITH LONG DIMEN5ION 26 19.7' • 3xW 3/8"TRUSS JOIST OR EOURL 1,JOISTS USED IN AN EXTERIOR APPLICATION TO BE PRESSURE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING (NOTE #8) EITHER PARALLEL OR PERPENDICULRR TO STUDS 16" OR 24"OC (EXCEPT 3-PLY PLYWOOD PANELS MUST UDS 31' 1.. 2x10 SPF a2/al OR EQUAL TREATED LUMBER 31' 24" 2x12 SYP a2 OR EQUAL 2 SEE SECT a4 OF APPROVED CRLC MHNURL. UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER BE APPLIED WITH LONG DIMENSION ACROSS ST 31' 192" a 3x2x9 3/8" TRUSS JOIST OR EQUAL WIDTH STORIES X/12 SNOW LORD WALL LOADS SUPPORT LORDS SUPPORT SPACING WHEN STUDS ARE SPACED 24"OC) (Pg)P5F SEE NOTES SEE NOTES SEE NOTES RATED SHEATHING PANELS WITH ROOF SPAN RATING nL n2, a6 -1 AND n2 al,n3, a7 LESS THAN 24" INSTALLED WITH LONG DIMENSION - SEE DETAIL a5 OF SHT S. EITHER (EXCEPRR I T OR PERPENDICULAR TO STUDS 16"-OC.(EXCEPT PLYWOOD PANELS 3/8"THICK OR 24' 1 RANCH,ELL,SPLIT,TEE LE55 THRN 9 35-50 798-939 1484-1724 T-0"-5`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 9'-7" -8'-11" ACROSS STUDS) 24' 16" 2x8 SPF (SOUTH)a2 OR ECURL 26 1 RANCH, ELL,SPLIT, TEE LE55 THAN 9 35-50 902-1060 1689-1964 24' 24" 2x8 SPF a2/al OR ECURL 91' 1 RANCH, ELL,SPLIT,TEE LESS THAN 9 35-50 1021- 1201 1952-2272 24' 24" 2x10 SPF-(SOUTH)a2 OR EQUAL 24' 1 RAISED RANCH LESS THAN 9 35-50 886 -1039 1464 -1724 7'0'- - 26 16" 2.8 SPF-2/-1 OR ECURL 26 1 RAISED RANCH LESS THAN 9 35 -50 945 -1107 1601-1861 917"-6-11" 26 24'• 2.0 SYP a1 OR EQUAL 26 1 RAISED RANCH LESS THAN 9 35-50 988-1158 1689-1964 9'4" - 6-8" 26' 24" 2x10 SPF (SOUTH)a2 OR EQUAL 31' 1 RAISED RANCH LESS THAN 9 35-50 1105- 1297 1952-2272 28' 16" 2.8 SPF a2/n1 OR ECURL 24' 2 2 STORY LESS THRN 9 3S -50 1209 -1349 2284- 2524 5'-8"-5'-4" 28' 16' 2x10 SPF(SOUTH)a2 OR EOURL 26 2 2 STORY LESS THAN 9 35 -50 1298 -1448 2461- 2721 1--9"-T-5" 28' 24" 2.10 SPF n2/a1 OR EOURL _ 26 2 2 STORY LESS THAN 9 35- 50 1365-1522 2594-2869 T-7"-T- " 31' 17' 2x8 SYP n2 OR ECURL 31' 2 2 STORY LE35 THAN 9 35-50 1551- 1731 2992-3312 7'-0"-6-8" 31' 16' 2x10 SPF(SOUTH) a2 OR EOUPL 24' 1 RANCH W/RTTIC STORAGE 5-7 35-SO 1074 -1409 1296-1602 T-6" 31' 24 2.10 SYP n1 OR EOURL 26 1 RANCH W/ATTIC STORAGE 5-7 35-50 1074 - 1409 1120-1314 111-611-10-8" 31' 24" 2x12 SPF .21-1 OR ECURL 28' 1 RANCH W/ATTIC STORAGE 5 -7 35 -SO 1074 -1409 1218-1442 11'-0"- - 31' 1 1 RANCH W/ATTIC STORAGE 5 -7 35-50 1143 -1483 1345-1589 1016"- 9'-B" EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMARY - APPLICABLE TO 24' 1 RR W/RTTIC STORAGE S-7 35- 50 1164 -1499 1296-1602 UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES UNITS USING 4 TO 7/12 MOND-PITCH TRUSSES 26' 1 RR W/RTTIC STORAGE 5-7 35-50 1.164 -1499 1120-1314 WINO UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 1 RR W/RTTIC STORAGE 5 -7 35-50 22 - 1499 14.5-1442 11'-0"-10'-7' 1 ZONES WIDTH OF SNOW SEE NOTES 7,8,9,11 OC HEIGHT MRRR WIDTH OF SNOW SEE NOTES 7,9, IL OC HEIGHT 31' 1 RR W/RTTIC STORAGE 5- 7 35- 50 1228-1573 1345-1589 MPH STORIES LORD OPq SPACING NOTE S. WALLS STORIES LORD(P) SPACING NOTE 6 24' 2 2 STY W/RTTIC STORAGE 5-7 35 -50 1468-1803 2095- 2402 /� 100 24'- 31' 1 -2 SO 2x6 SPF STUD 16" 96" 2 24'- 31' 1 35 2.3 SPF n2/a1 24' 96' 26' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1468 - 1803 1980- 2174 8'-6"- B'-3" 16 100 24' - 31' 1- 2 SO 2x6 SPF STUD 24" 96" 2 24' 1 50 2x3 SPF n2/al 24" 96" 1468 -1803 2123-2347 6-4"- 7'-11" NOTE 1 NOTE 5 2 24'-31' 1 50 2.4 SPF STUD 24" 96" 28' 2 2 STY W/RTTIC STORAGE S-7 35- 50 SgtONAL Bry&. 2 24'-31' 1-2 50 2x4 SPF STUD 16" 91" 31' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1576 - 1921 2955-2599 7-11"-7-7" r14, T 28' 2 CONTEMPORARY LE55 THAN 9 35-50 1386 -1546 2538 -2916 V-0" -T-6" 44p•RP' N 110 24' -31' 1- 2 50 2x6 5PF STUD 16" 96" 31' 2 CONTEMPORARY LE55 THRN 9 35-50 1563 - 1743 2992-3312 T-6" - T-0" *k c 110 24'-31' 1 - 2 50 2x6 SPF STUD 24" 96" MPRRIRGE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 5/12 AND g•_2"_T_g• NOTE 1 NOTES 7/12 ROOF PITCH AND THE RTTIC IS USED FOR STORAGE;APPLICABLE TO 24' 1 CAPE 9 35- 50 977- 1264 1010-1176 x UNITS WITH R 9/12 OR 12/12 ROOF PITCH 26 1 CAPE 9 35- 50 977- 1264 1158-1372 ll'-4"- 10'-S" 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 11-91-101-01 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" P •076-('Oyu WALLS STORIES LORD 0a SPACING NOTE 6 24' 2 2 STORY CAPE 9 35-50 1371-1658 1810-1976 6'-4"-6-1" STN'�' 8'-7" EXTERIOR SIDE WALL STUD SUMMARY - APPLICABLE TO UNITS WITH R 2 24'-31' 1 50 2x3 SPF a2/n1 24" 96" Z6' 2 2 STORY CAPE 9 35 -SO 1371- 1658 2018-2232 5/12 ROOF PITCH AND THE RTTIC IS USED FOR STORAGE 2 24'-31' 1-2 50 2x4 SPF STUD 16" 96" 28' 2 2 STORY CAPE 9 35 -50 1371- 1658 2015-2335 8'-4" 31' 2 2 STORY CAPE 9 35-50 1890- 2392 2287-2499 8'-1" - T-8" WINO UNIT NUMBER GROUND SIIE,SPECIES, GRADE STUD CEILING MARRIRGE WALL STUD SUMMARY - APPLICABLE TO 24' 1 CAPE 12 35 - SO 1032- 1346 1082-1284 T-11"-T-6" ZONES WIDTH OF SNOW SEE NOTES 7,8,9, 11 OC HEIGHT CAPES WITH R SHED DORMER-411/12 SIDE MPH STORIES ORD(P SPACING NOTE 6 26' 1 CAPE 12 35-50 1092- 1346 1204-1440 11'-1" - 10'-2" 100 24' - 31' 1-2 50 2x6 SPF STUD 16" 96" NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 26 1 CAPE 12 35-'S0 1032-1346 1252-1492 10'-11° 100 24' - 31' 1 -2 50 2x6 SPF STUD 24" 96" MRRR WIDTH OF SNOW SEE NOTES 7, 9,11 OC HEIGHT 31' 1 CAPE 12 35 - 50 1259 - 1665 1329-1565 10'-7"-9'-9" NOTE 1 NOTE 5 WALLS STORIES ORD (Pg SPRCING NOTE 6 24' 2 2 STORY CRPE L2 35 -50 1426 -1740 1882 -2084 6'-3"-5'-11" SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 110 24' - 31' 1-2 50 2x6 SPF STUD I6" 96" 2 24'- 31' 2 50 2x3 SPF a2/al 24° 96. 26' 2 2 STORY CAPE 12 35-SO 1426 - 1740 2064-2300 6-6"-8'-0" 110 24' - 31' 1-2 50 2x6 SPF STUD 24" 96" 28' 2 2 STORY CAPE 12 35-50 1426 - 17 3 2157 -2397 6-3'-T-LO' NOTE 1 NOTE 5 31' 2 2 STORY CAPE 12 35 -50 1697 -2103 2339-2575 7'-11" - 7'-7" 24' 2 CAPE WITH SHED DORMER 12 -411 35-50 1187-- 1430 1495-1753 5-6" -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 9'-0" NOTE 1 MARRIAGE WALL STUD SUMMRRY -APPLICABLE TO CAPES WITH A SHED DORMER-12/12 SIDE 28' 2 CAPE WITH SHED DORMER 12 -411 35 -SO 1324 - 15BG 1687-1965 9'-0"-8'-6" 31' 2 CAPE WITH SHED DORMER 12-411 SEE DWG 3c1 SEE DWG 3c_L SEE OWG 3c_1 SEE DWG 3c-1 EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R NUMBER UNIT NUMBER GROUND SIZE,SPECIES, GARDE STUD CEILING 26' 2 SALTBOX 12 -S SEE DWG 3c_1 SEE DWG 3c_1 SEE DWG 3c_1 SEE DWG 3c_1 7/12 ROOF PITCH AND THE RTTIC I5 USED FOR STORAGE;APPLICABLE MARR WIDTH OF SNOW SEE NOTES 7,9, 11 OC HEIGHT 28' 2 SALTBOX 12-5 SEE DWG 3c-1 SEE DWG 3c_1 SEE DWG 3c1 SEE DWG 3c_1 TO UNITS WITH R 9/12 OR 12/12 ROOF PITCH WALLS STORIES ORD(Pg SPACING NOTE 6 WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2 21V-31' DNR 50 2x4 SPF STUD 16" 9fi" ZONES WIDTH OF SNOW SEE NOTES 7,8,9,11 OC HEIGHT 2 24'- 31' ONR 50 2x4 SPF STUD 24" 96" MPH STORIES LORD(Pq SPACING NOTE 6 100 24'-31' 1 -2 50 2x6 SPF STUD 16" 96" EFT NUMBER 15 FOR 35 PSF GROUND SNOW ZONE(P) 100 24'-31' 1 -2 50 2x6 SPF STUD 24" 96" RIGHT NUMBER I5 FOR SO P5F GROUND SNOW ZONE Rq) - NOTE 1 NOTE S 1 WIND ZONES MPH NUMBER 15 3 SECOND GUST 2 LORDS ARE GIVEN IN LB/LIINERL FOOT 110 24' - 31' 1 -2 SO Zx6 5PF STUD 16" 96" 2 90 AND 100 MPH-3SG WIND ZONES APPLIES TO ALL PREPS EXCEPT THOSE 3 CENTER GIRDER SUPPORT SPACING IS BASED UPON THE INSTALLATION OF A 3' RISC STD STEEL PIPE 110 24' - 31' i- 2 50 2x6 SPF STUD 24" 96" LISTED IN NOTES NUMBERED 3 AND 4. COLUMN WITH Fy = 36 KSI AND UNBRRCEO COLUMN LENGTH= 80 FEET,ALLOWABLE CONCENTRIC NOTE 1 NOTE 5 3 110 MPH-33G WIND ZONE APPLIES TO THE FOLLOWING AREAS.' LORD= 34,000 LBS AND R 1/2"x 9"x 17'STEEL PLATE FASTENED TO THE CENTER GIRDERS CONNECTICUT-SEE APPENDIX R,2005 AMENDMENTS TO THE ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY PRE CAPABLE OF TRANSFERRING THE STATE BUILDING CODE DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION aGMEW/{L or- R'1EYto(f$5'GS Ton BF MODELS MARYLAND-COUNTIES OF SOMERSET, WICOMICO, CAROLINE, DORCHESTER, ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL TALBOT,AND SAINT MARY'S 4 ACTUAL FOUNDATION PLANS FOR DIMENSIONAL FIND CENTER GIRDER SUPPORT SPACING AVAILABLE UPON REOUE5T fA(151-02-070 MASSACHUSETTS-WIND ZONE NUMBER 3. 5 FOR TYPICAL FOUNDATION DETAILS,SEE ORAWING(3) 4- NEW NEW HAMPSHIRE-MUNICIPALITIES OF DERRY,MANCHESTER AND RAYMOND 6 BASEMENT WALL LORDS DO NOT REFLECT OPTIONS, SUCH AS DECKS, PORCHES,RAISED ROOF OPTIONS,ETC DEPARTMENT OF STA7ECOOES OIV(SION 120 24' - 31' 1- 2 50 2.6 STUD 16" 96" NEW JERSEY-SEE OCR BULLETIN 03-4 FOR WIND SPEED MRP FOR UNITS WITH THESE OPTIONS, LORDS PRE AVAILABLE UPON REQUEST. WORST CASE 28-WIDE LOADING - ALBANY,NY tas3,,=, NOTE 1 NEW YORK-SEE DRAWING 7e_1,NOTE 4 SHOWN FOR 24 THRU 26-WIDE STORAGE TRUSSES Sfenp of Approval for a System,Modal,or Componmd RHCCE ISLAND-WIND ZONE NUMBER 2 7 SPANS SHOWN REFLECT R(4) MEMBER 2x8 SPF-2 GIRDER FOR 24-WIDE HOUSES,AND A (S)MEMBER 240 SPF-2 m 13 6 7 2014-110 M-i5;-l4 ---- -EXTERIOR-SIDE-WRLL STUD-SUMMRRY - VIRGINIA-CITY OF VIRGINIR BEACH, COUNTIES-OF-RCCOMACK-RND NORTHAMPTON GIRDER FOR 26 THRU 31-WIDE HOUSES-FCR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED CRLC MANUAL _ _ _ Manabaamrs8a Appl Na MWdApproval APPLICABLE TO CAPES WITH A SHED DORMER 4 120 MPH-3ED WIND ZONE APPLIES TO THE FOLLOWING AREAS: 8 SEE SECT a5 OF APPROVED CALC MANUAL amx:[Tnrsaoawainapyaar mrymmmeaaroorenaava rmay mam,em� CONNECTICUT-SEE RPPENDIX R,2005 AMENDMENTS TO THE alNa¢tlW na hhiohtl vdasumdedmtlre gcury non0araeafa6rnry TNx pxcal pna mt rekve Pa ampdaGaer hon respmsiGAry hx aevuf me.emx a WIND UNIT NUMBER GROUND SIZE, SPECIES, GARDE STUD CEILING STATE BUILDING CODE ameam hgnpa spgouce aaounenu. ZONES WIDTH OF SNOW SEE NOTES 7,B, 9,11 OC HEIGHT 6 NMARYLANDEW -COUNTY OF WORCESTER IAvxaa rer�pwodnod ne raxnve hr axaaYa mime u�icpper anxmen oam MPH STORIES ORO(P 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 75_1,NOTE 5. pndeE prior (emwdFWmm 100 24'-31' 2 50 2x6 5PF STUD I.. 96" RHODE ISLAND-WIND ZONE NUMBER 3 NOTE 1 NOTE 5 9fi" 5 STUDS PRE LIMITED TO THE SECOND FLOOR OF R 2 STORY UNIT 5 CEILING HEIGHTS SHOWN ARE CALCULATED HEIGHTS MAY BE GREATER IF A 110 24' - 31' 2 50 2x6 SPF STUD 24 96' LENGTH OFLATERAL TBRACE 15 HE STUD PROVIDED AND le DOES N07 EXCEED THE CALCULATED 120MPF9 3-SECOND GUST 110 24'- 31' 2 50 2x6 SPF STUD 24" 96' 7. MANUFACTURER HAS OPTION OF DECREASING THE STUD 0C SPACING NOTE 1 NOTE 5 8. STUD CALCULATIONS ARE BRSED ON EXPOSURE C 120 24'- 31' 2 50 2x6 STUD - I6" g6^ 3 ECURL OR BETTER MATERIAL MAY BE SUBSTITUTED MRST E R SE R I E S NOTE 1 10 NOTE OMMITTED SL SEE SECT a6 OF APPROVED CRLC MANUAL ALL MODELS STRUCTURAL SCHEDULES & NOTES MUNCY HOMES, INC 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BYDATE SCALE REV SHT. NO DRTRBRSE NAME DJG 3-1-93 NONE 10-01-2014 3c 03\3c_std JOB PRE-32065 JOB PRE-32065 SHEET NO 38 OF 44 SHEET NO 38A OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Simpson strop Tie MTS18 Location Connection Wall Force Spacing Reference Roof Truss to 2nd Story Wall P g- (6)0 148inx1.5in nails each Stud Connection 339 plf end Sheet 5 7/16"OSB/PLY overlap line_A 339 plf 6 in o.c. @ 16 in o.c. 2 rows of 0.131"x2 5"Nails 2nd Story Wall line_B 339 plf 6 in o.c. Stud to 2nd Story 6 4u� 4t.;€fin {•V��,. Floor Band Connection 7/16"OSB/PLY overlap line 310 plf 6 in o.c. 2 rows of 0.131"x2 5"Nails s ` = line-2 279 plf 6 in o.c. N 7/16"OSB/PLY overlap line—A 262 plf 6 in o.c. 0 2 rows of 0.131"x2.5"Nails �' 'r 2nd Story Floor line B 262 If < £5 :tis 1� ry _ P 6 in o.c. Band to 1 st Story 6 S N = Ceiling Band O Connection 7/16"OSB/PLY overlap 12/09/15 V 2 rows of 0.131"x2 5"Nails a .Q line 279 plf 6 in o.c. D N 7/16"OSB/PLY overlap line_A 262 plf 6 in o.c. 402 v� 2 rows of 0 131"x2 5"Nails 1st Story Ceding line_B 262 plf 6 in o.c. +, Band to 1st Story 6 Wall Stud = Connection 7/16"OSB/PLY overlap O V 2 rows of 0 131"x2.5"Nails line_2 279 plf 6 in o.c. M 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. e0 P • r - _ � �'�•.��. Vis. _ ..' `� �`a't � 12/09/15 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. V ° JOB PRE-32065 JOB PRE-32065 SHEET NO 38B OF 44 SHEET NO. 38C OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Location Connection Wall Force Spacing Reference son Sim Strong-Tie Tie LSTA12 Roof Truss to 2nd Story Wall 385 plf P 9- (10) 0.148"x2.5"nails 7/16"OSB/PLY overlap floor line—A 343 plf 6 in o.c. Stud Connection (5 each end of strap) Sheet 11 rim foist 6" @ 16 in o c. 1st Story Wall line_B 353 plf 6 in o.c. - Stud to Floor 0 131 in x 2-1/2in nails 6A N Band Connection line-3 0 plf 6 in o.c. f .. GUse 2 rows of fasteners along ,, ., bottom edge of panel I line_2 0 plf 6 in D.C. V7/16"OSB/PLY overlap sill line_A 343 plf 3 in o.c. _$ plate 15" .Q' line_B 353 pif 3 in o.c. to Floor Band to Sill 0 131 in x 2-1/2in nails Sheet 7 12/09/15 Plate Connection Use 1 row of fasteners along line-3 0 plf 3 in o.c. bottom edge of panel line-2 0 plf 3 in o.c. O y.. O C O Q d Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted 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- t 4. 3 ; 12/09/15 - 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. • JOB PRE-32065 JOB PRE-32065 SHEET NO 38D OF 44 SHEET NO 39 OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Design Summary(con's) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line—I 7/16"OSB w/0.131"x2.5"nails @ 249 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 @ 2nd StoryWall Stud to 2nd Simpson Strong-Tie LSTA12 244 plf 6"o.c.panel edge&12"o.c.field Sheet 18 326 plf (10)0.148inx2 5in nails 11A Perforated nailing(exterior) Story Floor Band Connection (5 each end of strap) - 16 in o.c 2nd Story Wall-line_A 7/16"OSB w/0.131"x2.5"nails @ 122 plf 6"o c.panel edge& 12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line B 7/16"OSB w/0.131"x2.5"nails @ 2nd Story Floor Band to 1 st — 115 plf 6"o.c.panel edge&12"o.c.field Sheet 18 N Simpson Strong-Tie LSTA15 (12)0.148inx2.5in nails nailing(exterior) Story Ceiling Band Connection 652 plf (6 each end of strap) 11A >, Perforated (One Side Only) 16 in o C. E a. Q 1st Story Wall-line 1 7/16"OSB w/0.131"x2.5"nails @ W — 595 plf 3"o.c.panel edge&12"o.c.field 18A = 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 10 0.1481nx2 5in nails O O ry g 326 plf ( ) IIB d Segmented nailing(exterior) Story Wall Stud Connection (5 each end of strap) 16 in o.c. _ M:M ;.� N _ •� 1st Story Wall-line 2 7/16"OSB w/0.131"x2.5"nails @ — 499 plf 3"o.c.panel edge&12"o.c.field 18A O -'' nailing(exterior) mw V -. d.c Perforated ga. w (. Q. , . tE , 1st Story Wall-line A 7/16 OSB w/0.131 x2.5 nails @ a� .. — 215 plf 4"o.c,panel edge& 12"o.c.field tt «a ;'� 18A ' Y` nailing(exterior) p Perforated <, i �r�i �``.. SVii::°s•s l'.�� ,�.` z'•'"vv::RR''a " " " v�_ t ;,.m,P �: w , 1st Story Wall-line B 7/16 OSB w/0.131 x2.5 nails @ 'X � : : „/ 219 plf 4"o.c.panel edge& 12"o.c.field :s;3 18A Perforated nailing(exterior) p> '.S.�J^ rt 5 9^• .d' 1st Story Wall Stud to Floor 326If Simpson Strong-Tie LSTA12 (10) 0.148"x2.5"nails 11B 12/09/15 Girder Connection p (5 each end of strap) @16 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. 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-32065 JOB PRE-32065 SHEET NO 39A OF 44 SHEET NO 40 OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 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 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 (2)Simpson Strong-Tie CS16 1947 Ib straps (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 1334 Ib (22) 10d Wads ea strap Sheet 21 strap 2nd Story Module to 1st Story - ' '> 'EI- ?t< ; j. line—A Dead Load of Structure is OK Sufficient to Resist Overturning `_ < ;` 0'`;.;, '' Sheet 21 B Load z( N G 2nd Story Module to 1st Story ' f Dead Load of Structure is g Nv Module-line_B 4 ' a OK Sufficient to Resist OverturninSheet 21 g �* g" P'',P 1st Story Wall-line 3 7/16"OSB w/0.131"x2.5"nails @ C Load ` — 105 plf 6"o c.panel edge&12"o.c.field 18B nailing(exterior) Segmented 1st Story Module to Foundation 12/09/15 N •_ -line-1 Simpson Strong-Tie 1/2 in min concrete cover and - 51141b STHD14RJ (30) 16d sinkers, locate 1.5in 21A :. � 'r i�a Ni t-b" ; AA,, from corner OMU ' O 1st Story Module to Foundation s -line— Simpson Strong-Tie 1/2 in min concrete cover and t. 5168 Ib (30) 16d sinkers, locate 1.5in 21A STHD14RJ t from corner 1st Story Module to Foundation -line A Simpson Strong-Tie 1/2 in min concrete cover and 481 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21A from corner --- - 1st Story Module to Foundation - line—B 1/2 in min concrete cover and Simpson Strong-Tie 569 Ib (30) 16d sinkers, locate 1.5in 21A �. _ " •� STHD14RJ from corner Note: 8d nails-0.131 x 2.5", 10d nails-0.148 x 3 816d 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. 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 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-32065 .JOB PRE-32065 • SHEET NO. 40A OF 44 SHEET NO 41 OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 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 D.C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference Roof to Wall Plate Connection 158 Ib 0.131"x 3"toenails. 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 N ^lr G r C C � € fl M P; 1st Story Module to Foundation -line 3 1/2 in min concrete cover and _ — Simpson Strong-Tie „ - 896 Ib (30) 16d sinkers, locate 1.51n 21B STHD14RJ from corner ;a ON 12/09/15 �., 0.131”x 3"toenails. ✓" 02nd Story to 1 st Story ' ,q,, ; a •, 417 plf @ 3 in OC N/A 25 s .. ,• i2. Connection-line_1 &line_2 0.131"x 3"toenails. 2nd Story to 1 st Story M y 175 plf @ 6 in OC N/A 25 Connection-line—A&line-13 Simpson Strong-Tie LTP4 = � 1 st Story to Sill Plate Connection-line 1 &2 S z' 776 plf @ 8 in OC (12)0.131 in x 1 1/2m nails 26 ^�,. 12/09/15 0.131"x 3"toenails. 1 st Story to Sill Plate 210 plf @ 6 in OC N/A 25A Connection-line A, B&3 Note: 8d nails=0.131"x2.5". 10d nails=0.148"x3"&16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and 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. All JOB PRE-32065 ;- : c : ,, , ", JOB PRE-32065 SHEET NO. 42 OF �., �2 44 x` � �£�'�• �; ' w'}�- �. SHEET NO 43 of 44 d w'i�2 CALCULATED BY DB DATE 11/19/2015 4i s i rf CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE `J'`z CHECKED BY DATE Design Summa Design Summary (con's) Locatio -' . "" heathing Connection Reference 12/0 /15MAIN ROOF. 211 pif 0.113"x2"nails at 6"o.c.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 Ceiling 0.131"x 3 0"Nails toed Shear OVERHANGS: Joest to Endwall Top Plate 291 plf 23B = _ 6 in D.C. edge&field @ 4 in OC 0.131"x2 5"nails at O Wall Sheathing 53 pif 7/16" OS136"ox panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o c. field nailing „•• _ 207 pif 0.113"x2"nails at 6"o c. panel �r "ymA Ak A Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o c Sheet 31 Shear field fastening Location Connection Reference O „ „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) ; O Ridge Connection 6 Sheet 36 y n", w ' - 0.131"x3.0" nails toed 41 VFlip Connection"5" strap a steel 1 1/4"x 20 g p w/ )7 0.131x2.5" nails each end & 2 "x3.( ( ) Sheet 36 O N 0.131 0" nails toed 0 00 V . 12/09/15 LO 00 c LO Kneewall Connection"9" H8&(2) 0.131"x3.0" nails toed Sheet 36 -- 2 cn 2nd Floor Endwall Mateline- Top Plate to Top Plate/Ceiling (22)0.1481n x 2.5in nails each N Rim to Ceiling Rim across 2667 Ib 2 Simpson LS Straps strap NA Mateline 2nd Floor Endwall Mateline- Location Force Connection Fasteners Required Reference p p Floor Rim to Floor Rim across 2667 Ib 2 Simpson LSTA30 Straps (22)0 148in x 2.5in nails each NA 776 If sliding Mateline strap Sill Plate to Foundation p g 2"square washer w/1/2"Anchor @ 161n OC to Connection-line 1 and Bolt(Assume 1/16"oversized hole) 27 1 st Floor Endwall Mateline- p 0 pif uplift 1/81n thick min.washer required Top Plate to Top Plate/Ceiling (22)0.1481n x 2.5in nails each 4624 Ib 3 Simpson LSTA30 Straps NA v 776 plf sliding 2"square washer w/1/2"Anchor @ " Rim to Ceiling Rim across strap y 16 in OC Mateline = Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) 27A C Connection_ -_line-2 O 0 pif uplift 1/81n thick min.washer required 1 st Floor Endwall Mateline- (22)0.148in x 2.5in nails each V Floor Rim to Floor Rim across 4624 Ib 3 Simpson LSTA30 Straps NA = 181 pif sliding 2"square washer w/1/ ',Anchor Bolt(Assume 1/16"oversized hole) 27B Mateline � strap O Sill Plate to Foundation q - @ 42 in OC Connection-line—A&3 and 'a 215 pif uplift 1/8in thick min.washer required 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 c 21 oIf sliding 9 2"square washer w/1/2"Anchor36 In OC Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 27C An equal or better connection device may be substituted for any connection device listed. Staples and Connection-line-13and Toe-Nails may not be used in Seismic Zones worse than C. 219 pif uplift - 1181n 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. s , t JOB PRE-32065 JOB PRE-32065 SHEET NO. 43A OF 44 SHEET NO 44 OF 44 CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE CHECKED BY DATE Design Summary (coWd) Design Summary (con'd) fig; ",y,,• ll 12/09/15 Location Force Member Sizes Splice Conn. If Req. Reference Location Connection Reference 2nd Floor Double 2x6 Top Plate-No y Splices a „ „ 1 1/4"x 20 ga steel strap w/(7)0.131x2.5" nails each end &(3) 8000 Ib Sheet 19 Ridge Connection 7 36A Endwalls 0.131"x3.0" nails toed v = Collar Tie Connection Per Truss Print 36A 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of G Splices& @ 8 in oc „ U 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(3) 0.131"x 3.0"Nails Flip Connection 6&8„ 36A 1432 Ib Sheet 19 0.131"x3.0" nails toed Sidewalls CD N O VKneewall Connection"15&17” H8 or LTS12 36A 1st Floor Double 2x6 Top Plate-No V N Splices 15852 Ib Sheet 19 N 'a Endwalls Double 2x10 Perimeter Rail- i Matene Connection"16" Sheathing Lap w/(10)0.131"x2.5"nails each side 36A V liNo Splices H E 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of 8 in oc tM Splices& 0.131"x 3.0"Nails @ L 2951 Ib Sheet 19 t Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of With Splices& 0.131"x 3 0"Nails @ 8 In OC 12/09/15 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. NOTES SFE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE a2 F I E L_D NOTES � L ALL HANDRAILS BY BUILDER, L IF BUILDER EXCEEDS MAX COLUMN SPACING ON 5HT 3c, 1°MIN NOTE a9 HEIGHT.34"MIN. -38"MAXN a9 r__________________________________________________ NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL "" SEE NOTE a14 BE ASSUMED BY THE MANUFACTURER E 2. SEE'GENERAL ENERGY NOTES", E I I 2. EXTERIOR DIMENSIONS SHOWN ON FLOOR PLAN REFLECT r_______________________________________________� o NOTE-10,SHT 3n I I WOOD TO W000 MEASUREMENT ALLOWING SHEATHING TO 0 & 1 I 10'MIN for MO o I SEE NOTE a3 IXTENID DOWN OVER THE SILL PLATE9'MIN W I I WHEN FORM INSULATION I5 ADDED,SIZE OF FOUNDATION = "MRX I FFORCENLO GIRDER SUPPORT,NEE SE NT WALL AND IMUST BE ENARGED 2"IN WIDTH AND LENGTH 7-3/4'MRXZ 0. a S PTw NWY BREPPRLEI�BLE�U�ER MUST CHECK SOIL for MO L E I I a4 UNIT TO BE TOEAND-NRILED WITH 16d NAILS 16"oc AROUND B 1/4" 4" ao I R COLU6MN IS REQUIRED BENEATH EACHEND OF R CLEAR SPAN CEILING I w PERIMETER,IY'oc.2012 IRC,8"oc 2DL5 IRC. m ICOLUMN SPACING MAY HAVE I S CRRWL SPACE FDUNIDATION REQUIRES 16'x24"ACCESS MRX BEAU SEE FLOOR PLAN. TO BE ADJUSTED TO MISS I I z REQUIRED VENTIlATION 1 SF FOR EACH 150 SF I STAIRS SEE ACTUAL FLOOR I2x12 I PLAN FR STAIR LOCATION. OF CRAWL SPACE RORER PROVIDED BT ROSS VENTS I 1 i MROE UVSECT-6 RODENT PROOF HLTH SCREENING DF LOUVERSPOSTI I WINDOWS SEE CENTER GIRDER SPACING TABLE,SHT sac 1 6 THIS DEPTH WILL VARY CHECK LOCAL REOUIREMENTS OR VENTS 3•-0"MIIJ I SEE��al I 7 FOUNDATION EXCEPT FOR METHOD OF CENTER GIRDER FIELD WORK I o SUPPORT AND SPACING NOT FOR STATE APPROVAL - LIN I I 8. FINAL DESIGN FOR SITE WORK REQUIRED FOR 5ET-UP DSTRLLATION OF THE UNIT SHALL BE DONE 3"RISC STD SIZE OF I rc I I o�F STEEL PIPE t o I CONC.FTG I o I I o I I I o BY AN ARCHITECT OR PROFESSIONAL ENGINEER IN THE PLATFORM I I I COLUMN I I CCNTlNKiENT I I I I STATE AND BASED ON ACTUAL 50IL CONDITIONS AND .....;, ........, •.- 1 L UPON SOIL L J L__J 1 RPPLICRBLE CORS ...; ...::.....:...•r;...;-,.:..;•......•....; ;-....-....;;.. "• .. :...•'-:..•..... .• ..-:•..:'•:..'.... SEE NOTE all g —— I I 6 BEARING 4" 9. STAIRS ARE THE RESPONSIBILITY OF THE BUILDER. -SUGGESTED_S_T--RIRS,-S_T-RPIGH_-�_: =;: SUGGESTED Sl RIBS, STRAIGHT 1 CRPRCITY 1 V. 7-3/4"MRX RISE 6 10"MIK TREAD REQUIRED FOR MD I _ —RND-SOME-AREAS-OF—NH.— SCRLE: .SCRLE: 1/2"=1'-O" SEE NOTE #9 SCRLE: 1/2"=1•-0" SEE NOTE #9I I0. FIELD WORK e° i 1L (MRR))31/2'MIN.COLUMN REQURED NII url 1 I 12.(RD REQUIRES DOUBLE SILL PLATE OR USE OF 1 I I FOUNDATION ANCHOR STRAPS L" MIN 10'MIN for MD I I FOLINDRTION PLRNS RND DETRILS - 1 I LS(RD REQUIRES(2)17X37'REMOTE OPERABLE WINDOWS 7-3/4"MAX H NOTE a9 9"MIN RRE SUGGESTED MERNS OF SUPPORT I ¢ IN ALL FOUNDATIONS NOTE a9 for MO. I FINRL DRRWINGS FOR SITE WORK 1 I gj 14 (RD REOUIRES TWO HANDRRILS PER RUN OF STAIRS 7-3/4"MAX i 1 REQUIRED IN CONNECTION WITH I 1 m IF OPEN ON BOTH SIDED MAX for MD �I £ NOTE a9 1 SETUP/INSTRLLRTIDN OF THE I Is FOL14DRTION PLRNS AND DETAILS SHOWN ARE FOR I I MASONRY CONSTRUCTION.OTHER MATERIALS MAY BE B I/4" o I UNIT SHALL BE DONE BY R P E 1 USED,CONTINGENT UPON DESIGNING TO THE REQUIRED :. 10"MIN for MD 2x12 " MAX p� "MAX I 1 OR R.R. BRSED ON SOIL CONDITIONS 1 I LORDS AND CONSTRUCTED IN ACCORDANCE WITH THE 9"MIN 1"IN ly=,a Por MD I I SEE NOTE 1*15. I 1 APPLICABLE BUILDING CODES AND APPROVED BY THE 3-1r,MIN. ii 81/4" I _______________________________________________ I LOCAL BUILDING OFFICIAL ggg 2x12 MRX ` 3-0"IN - 1 I 1S 3"STANDARD WEIGHT STEEL PIPE COLUMN,ASTM .:•• E 10'MIN for MD. CAPACITY L__________________________________________________J RSDS,FCy ks1(mint,ALLOWABLE CONCENTRIC LORD= z 911 MDV COLU I�HEIGHTS SHALLTBE INR ACCORDANCE WRITH RISC,MANUAL.OF STEEL CON5TRUCTIDK POST .TYPFOUNDATION PLAN up POST 1"*IN - J z(12PCs SCALE: 1/4"=1'-0" 2x12 POST 3-0°MI POST 3'-D_MIR 2x12 7-7 SUGGESTED STAIRS, U-SHRPE SUGGESTED STAIRS, L-SHRPE SUGGESTED STAIRS, WINDERS SCRLE: 1/211=1'-0" SEE NOTE #9 SCRLE: 1/2"=1'-0" SEE NOTE #9 SCRLE: 1/2"=1'-0" SEE NOTE #9 NOTE: ALL MRTERIRL5 6 LABOR REQUIRED BELOW THREADED ROD/NUTS/WRSFER5 R BOLTS NOTE: BOTTOM OF FLOOR JOIST IS THE SUPPLIED BY MANUFACTURER ALL MRTERIRLS 6 LABOR REQUIRED BELOW BOTTOM OF FLOOR JOIST IS RESPONSIBILITY OF THE BUILDER 1/7'x7 1/2'(4 GIRDERS) DETAILS SHOWN ARE SUGGESTED ONLY 6 1/7'x10 1/2'(6 GIRDERS) THE RESPONSIBILITY OF THE BUILDER. DETAILS SHOWN FIRE SUGGESTED ACTUAL CONSTRUCTION SHALL COMPLY INSTALLED BY BUILDER ON ONLY d ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES WITH ALL APPLICABLE CODES SITE 48"OC. SEE NOTE•4 , TERMITE SHOELD JOIST HANGER AS REQUIRED r v ••II•. 2x6 SILL PLATE(SEE NOTE a12) ,IT° FIN GRD SILL SEALER SEE NOTE 11 6 16 1/2"x9"x17'PLRTE FASTENED TO , i;�w•°• GIRDER WITH C4)16d NAILS •n.II,, ALTERNATE METHODS OF SUPPORT 4"50LID CRP OR GROUT VOIDS MAY BE USED,PROVIDING THEY OF TOP 2 COURSES SOLID PRE CAPABLE OF TRANSFERRING 11 1/2"x16'ANCHOR BOLT 12"MAX TI-E DESIGN LORDS FROM THE FLOOR �•,Ti • IN FROM EACH CANER AND GIRDERS TO THE FOLNORTION FIELD WORK •.II•° 6-0"O C MAX.RNID WHICH ARE ALTERNATE METHODS SHALL BE APPROVED EMBEDDED AT LEAST 7"IN CONCRETE BY THE LOCAL BUILDING OFFICIAL OR 15'IN MR50NRY UNITS NO FR UNITS LOCATED IN SEISMIC DESIGN CATEGORY DO,ANCHOR BOLTS SHALL ALSO BE LOCATED AT INTERIOR - BRRCED HALL LINES WEEN REQUIRED TO m BE SUPPORTED ON R CONTINUOUS FOUNDATION SIZES,SPACING,ETC SHALL BE SAME AS F ON SILL PLATE SUPPORTING EXTERIOR WALLS, PLATE WASHERS R MINIMUM OF 0229N3"x3" SHALL BE PROVIDED BETWEEN THE PLATE ANDFM GRD ••° - ) U ao SEE NOTE a5 - SMALL 3 BE 4MFEET 0 G MRX FOR TWOXIMUM ANCHOR BOLTPACING STORY SST CTURES SEE SEISMIC DESIGN FIELD NOTES,BHT 3b .0 11; VAPOR BARRIER 50 .•o, TI-E:INSULATION IS NOT SHOWN FOR DRAWING CLARITY.SEE BHT 3a 8"MIN COBLOCK R POURED WALL a FOR INSULATION REQUIREMENTS z s SIZE NTINGENT UPON SOIL BEARING CAPACITY y 8 •�•• NOTE'8"BLOCK WALLS WITH T OF SRCKFILL Z ry>,' „:`x:3,'++ ?+„4�. 'ra`-u�' ,,«� ,,��: PFS Corporation sc AGAINST ARE NOT ALLOWED PER RCNY5, • ' r•' o s, TABLE R404.=REGARDLESS OF SOIL TYPE w UNLESS R SPECIFIC DESIGN IS PROVIDED PER Northeast Region m ¢ FOOTNOTE'£'OF THE TABLE 4GRAVEL BASE o ° r =��` APPROVED g FIELD WORK .: H Raup - 3 . NOTE: . THE INSULATION IS NOT SHOWN 3/26/15 FOR DRAWING CLARITY SEE SHR S. FOR INSULATION REQUIREMENTS. 4”DIR.PERFORATED DRAIN 1 CRAWL SPACE DETRILS 120MPH 3-SECOND OUST COVE WATERPROOF EXPANSION JOINT SCRLE: V=1'-O" CONCRETE SLAB MASTER SERIES �4r�• �'�ey�4� ,a •,- ,� .. _ .- , RANCH. CAPE, TWO STORY C>, CONTEMN. '..�`:` FOUNDATION PLAN DETRILS & NOTES d' 4°GRAVEL BASE J MUNCY HOMES, INC. VAPOR BARRIER - 1567 PR ROUTE 442 4"DIR.PERFORATED DRAIN MUNCY, PR 17756 DRN BY DATE I SCRLE I REV. ISHT. NO. DRTAB�NAME MJL 3-22-91 SHOWN 1-30-2015 4. 04\4a CKTa1 CKTa16 SEE ELECT NOTE a2 SEE ELECTRICAL NOTES, ------ CKTs4 SHT 3e ort 3o-"1 _--___----SHT 3.FOR RFCI CRITERIA -______r_ SEE NOTE a7 ___------__ NOTES ___ ____ --------------------- L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY i' 1 3&-31t 2 1 J ii i' 'i 7 7 ii IF- i' 2 FELT LAYOUT AND UNIT SIZES ARE REPRESENTATIVE , , i i ONLY CKT-I1 CKTw 'i i' I ii i; 3. SEE SHT 3a FOR ELECTRIC CIRCUIT SCHEDULE r' , CKTw2 I 'OK_Ts_4 19 L. i AND GENERAL NOTES,INSULATION SCHEDULES AND 19- CKTa19 i i 1� I i' ' I r B, r1- i i i i DOOR RNO WINDOW U VALUES �3 I "R" BOX I i i I 4 SEE SHT 3b FOR ELECTRICAL NOTES,ELECTRICAL ii I I CCKKTT CKTs9 I ii-- i r J i; 13 ,i L--, I-� �s �� ii FIELD NOTES,ELECTRICRL SYMBOLS AND • ____ ___ HERT/MECHRNICRL NOTES. ___ ___ L ; i n i; I I CKTs7 "C" BOX i i I i i S. FEAT LC65 CALCULATIONS ARE AVAILABLE '� L-, 2� r I - :,Q ,i I CKTs21 ,i ii UPON REQUEST 7 SEE'ELECTRICAL FIELD NOTES%NOTE-3,SHT 3b. i 4 3 LT---O r- —J �� I I & SEE"ELECTRICAL FIELD NOTES',NOTE-LB,SHT 3b. CKTa3 ❑ 2 2 I 3 L y f_ i' I SEE NOTE eS —J 5 ii gRs21 I " & SEE"ELECTRICAL FIELD NOTES',NOTE a2,5HT 3b. Q I I -LY i i ------- •1 ---J i 10. SEE SLECTRICATORY L FIELD ISIS VOTEAME RS NOTE TWO TWOIB, STORY3b. yi S CKTaSJ 5 —J 2 I CKTall CKTs12;i ;; B 5 -' SIDE BY SIDE WITH TENANT SEPARATION WALL IN r 1 Ii 1 i BETWEEN THEM SEE SHT 2k FOR FLOOR PLAN. ———————— �; NOTE-13 S I 2 i' ii ` 1�EEJ'IgTE s8 5 " SPACE21 IL 0 S ON OPPOSITE SIDES OF TENANT ' S - �---- -,ICKT- 5 8 8 BE WALL CRN NOT BE IN SAME STUD ��IIPD SI — 6 4 f-� �3 18 ii 17 SECOND CLFlIL(�GCH)EM�RTTIIDC IfS1II2ROR IMAGE VING UNIT i' ii r---- I �— —J 13 LOCATION OF WATER HERTER IF CRRWL.5PRCE NOTE a8 g ,' „ 8 �i OPTION 15 SPECIFIED ELEC ONLY) rll S 18 --- CKTw18 i i 2009-2015 IRC-a)MIN 24"WIDE x 30'DEEP ACCESS CKTa20 6 CKTa10 I I CKTaB CKTs20 ;, ,i 22 V , „ MUST BE PROVIDED TO WATER HEATERS INSTALLED -----i -J------ --� — I I SEE-NOTE-s6- '' ' -I—— ----� 16 - —- _ _ S _ SEE NOTE afi 18 _ CKTa22 " ------FLOOR-SPACE-TO-BE F CLOSETS OR ALCOVES, D D- x30°CLEAR _— 5—- ,t - - -- --__—FLOOR-SPACE-TO-BE-PROVIDED-AT-WATER-EERIER - .4 i 20 I ,t „ I I i CONTROLS WHEN WH IS INSTALLED IN R ROOM. 5 6 20 ' i, I 22 " 14. 2012-2015 IRC-SEE SHT 31t,FOR ENERGY NOTE.21. SEE "B" BOX I ; I I T" BOX NOTE a9 i' 20 20 dbis L— ————— ;i i; 22 22 L———— -- ------ ------ -- r� ——————db 6 - ------ -------- - S , .____ ____ L-06 SEE ELECT NOTE a2,SHT 3. TYPICRL ELECT2ICRL LRYOUT ------r------ ----------------------- ---------- --- ---- -----------, ------------ ---- i;--rte'i i r NOTES -- -_ L KITCHENS MAY BE ROTATED 90 OR 180 DEGREES 2 KITCHENS MAY OO REVERSED TJ ETHER DIRECTION.IN PART OR IN ITS ENTIRETY 3 CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN APPLIANCES 4 APPLIANCES MAY BE BY MANUFACTURER OR BUILDER. cknl a-i clnl kM cknl Nt•1 h l a0l ewl cknl cktn l ` ` BE TO _Nim$T�p�BRR _ _____ _ _ _____ _ S WHEN A I URGE OF NATTURRALL.VENTILATION�IS�NOOT E1Q , �tHEIEJ i i ,1 �� di z GNI �_ , EI�F�ll 6. WINDOW OVER SINK MAY BE OMITTED PROVIDED.LIGHT ckta4 . L_Z= r 1 H AND VENTILATION REQUIRMENT5 PRE MET _ aM RANGE HOOD i i i G i��iiro 7. BARS OR EXTENDED COUNTERS MAY BE ADDED TO B TYPICAL C i i._ RANGE HOODICAL i i t C L RN[ HOOD APPLICABLE ALL S.CLEARANCES LDING CODE.SHALL BE PROVIDED PER --- D RANGE HOOD E i & CABINETS MAY BE INSTPIIID UNDER BAR OR EXTENDED A OPT ISLAND TYPICAL , F , , RANGE HOOD TYPICAL cB.z ___ ___+ i , , TYPICAL da COUNTER,OR SUPPORT MAY BE PRDVITED BY WOOD OR H °N i i K r�F � METAL LEGS ! ! , , --- O ---_ ckta4 9. CABINETS AVAILABLE UNDER OR ABOVE BARS OR EXTENDED cktQ _ _ __; �tt. ,, c�-4 COUNTERS MAY OPEN EITHER ONE SIDE OR BOTH SIDES eknz am cknz : 2 � I0. CABINETS RPD/a2 BATH FIXTURES MRY BE ADDED OR OMITTED PROVIDED APPLICABLE CODES AND CLEARANCES t;TI Nsx I^{ dn2 cknl ckn14 PRE COMPLIED WITH.MIR 1 IFIL PARTIAL OR ENTIRE KITCHENS ND/OR BATHS MAY BE PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5 ' OMITTED TO Po10W FOR INSTALLATION O9 SITE BY BUILDER PER APPLICABLE CODES ]2 BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRETY �j 13. BATHS MAY BE ROTATED 90 OR 180 DEGREES INTERCHANGED 15. VANITIES MAY BE SINGLE OR DOUBLE ckta4 6. ALLBATHS SHALL HAVE EXHAUST FANSOWL OR FN/LIGHT COMBINATION THAT ARE VENTED TO EXTERIOR 17. ALL BATHS SHALL HAVE R MEDICINE CABINET LL a r , ` r I& SEE SHTS 5 FOR TYP.El FCTRICRL LAYOUTS IdJ 19 BATHS ARE AVAILABLE WITH FEAT LAMP OPTION • _ `.i 20. WHIRLPOOL TUBS ARE RVRILRBLE IN SOME BATH LAYOUTS AND SHALLBE WIRED IN ACCORDANCE WITH NEC AND• 7 / j •• " 4r •• I ckta4 2L SEE NOTESMANUFACTURERS �F _a4,,a5 OF RSHT 1MENIDRTIONIS 22. SEE GENERAL NOTES-2,NOTE a13,SHT 3i --------- 23. 2009-2015 IRC(G24475)-GAS HOUSEHOLD COOKING G i i APPLIANCES SHALL HAVE R MIN.30"CLERRNANCE TO R B C D E F COMBUSTIBLE MATERIALS ABOVE -�r�i• •��r- - -'ter-• dl. A 1 •A. .. .. It A IT ------J L_ J nZ 'C-0� H I J K - L ® Q ® 4 ® 1111 AIR GAP ® ® ® ® ® TYP AIR GAP ��DETAIL FOR N OVER THE RIM TYP R ELECTRICAL PRN SCHEDULE TYPICAL FACTORY GROUNDING METHODS FOR METAL BOXES TUB SPOUT(HOT TUBS, GROUND WHIRPOOLS 6 GARDENDEN TUBS) NOTES: FOR EXTERIOR RECEPTACLES, FIXTURE WIRE FIXTURE WIRE SEE ELECTRICAL NOTE a2, SHT 3a FOR AFCI CRITERIA, O VANITY GROUPS PRE ILLUSTRATIVE ONLY,ACTUAL MEDICINE CABINET DESIGN MAY VARY SEE ELECTRICAL NOTES, SHT 3% NOTE. SYSTEM FIREPLACE TIP. OPT. FIREPLACE z�, _ r-3•rwL PER 200 RMP MAIN OR OCTAGONAL MINL SQUARE,ROUND MAY BE DESIGNED SO THAT NO SCALE: 1/4"=1'-0" 1y�y� - ''IRC. METAL BOX r` CHECK SUPPORT I5 REQUIRED. 1' 1-3 L' SMALL fV'PLDNXE SMALL APPLIANCE CHECK WITH MANUFACTURER FORPr FOUNDATION SUPPORT REQUIREMENTS MM M1N WALL MM MIN GENERAL ILLUMINATION 3 - ORTH(9) WIRE 2,�, i i EXTERIOR WALL GENERAL ILLUMINATION 5 WHIR-P00.TUB(OPT] NUT i VAN. O VWl GENERAL ILLUMINATION 7 6 GQERFL ILLUMINATION p TYP rp GGG�� MRX ii OPT PRE-MANUFRCTURED FIREPLACE INSTALLED O LAV RANGE 9 8 GENERAL ILLUMINATDN GROUND � '$ •� GROUND �� IN ACCORDANCE WITH MANUFACTURERSAZ c ' SCREW TYQ SCREW INSTALLATION INSTRUCTIONS SEE FIELD 1'-9•MM 10 WATER NEATER NOTE a7 OF DWGS Z SEE GENERAL NOTES-2, CLEARfiJCE �°MIN.O-FARAri�IN FRONT WRSF�R( ] _ rn a2,a3 AND GENERAL FIFA D NOTE a6 OF DWG 3b �y OF SHOWER OPENING 11 (NY)SEE ENERGY NOTE a12 AND 19 OF DWG 3a 2'-r 3-NIKE FEED 2-WIRE FEED o CO MAN FACTLRER HRS OPTION OF PROVIDING CHASE MIN COOKTOP 13 12 DRYER(OPTJ _ > ND R.O.FOR ON SITE INSTALLATION OF FIREPLACE O SHOWER 1024-SS MM BY BUILDER EQUIPMENT SHALL BE INSTALLED IN .s GROUND TYPI R -WIR RO NDIN NCTION TYPi R WIR RO NDIN N TION ACCORDNDE WITH MANUFACTURERS INSTALLATION DISHWASHER(OPT] 15 14 SUPPLIED i i MANUFACTURER RE AND GOVERNING CODES. PROVIDING �1 MICROWAVE(OPTJ 17 INSTAU-M i i TO ACCOMMODATE MORE THAN ONE FLUE CHASE WALL J. SPARE I6 GARBAGE DISPOSAL PFS Corporation FIELD 1D-z FIXTURE WIRE ;; TYP. FIXTURE CLEARANCES SPARE SPARE WORK SCAI F:N T S SPARE SPARE BARE GROUND RED Northeast Region SPARE SPARE WIRE BLACK SPARE SPARE NUT NOTE: APPROVED ELECTRIC HEAT H-1 2 ELECTRIC FEAT GROUNDED TO MM N SWITCH IS , BOX USING \ H RaupBARE MOUNTING - 3 ELECTRIC HEAT H-3 ELECTRIC FEAT GROUND SCREWS ] `` 3/26/15 4-2RWG TMPA OR TWNN TO OOX BLACK , H GROUND SCREW RED i 200 M1P BARE 10-2 WIRE FEED FIELD NOTES FIELD NOTES MAIN PANEL IW AMP a15 GROUND MM KTa16 BREAKER)Tb7HLLRTlOFi Pp E mSINGLE O a17 METAL BOX TO BE USED SERVICE ENTRANCE CABLE KT-16 FOR WATER HEATER TO MAIN BREAKER IS TO BE B-RCK POLE BREAKER- a19 DISCONNECT SWITCH I `• r „ „ ®�� o��®�®�� 2/0 COPPER OR 4/0 ALUMINUM BLACK OR COMMON tTII2E is PUf lNDD2 „ !, SUPPLIED 6 INSTALLED BY OTI-M SCREW TRB ON BREAKER. IW{Y1P WHIM OR NEUTRAL WIRE IS PUT LINDER ESQ ALL WIRES ARE TIGHTENEUNDER ER SCREW IM NEUTRAL BAR. INSTRUCTIONS DEPENDING ON GE SCREW 25 PUf LNIDER THIS PANEL IS UTILIZED FOR , OF WIRE � MASTER SERIES OO.P4E POLE BREAKER- p EXCESS CIRCUITS AND INSTALLED , THE PANEL BOX IS BONDED USING R ONLY WHEN MAIN IS FULL SAME AS SINGLE POLE WITH T}¢ SUPPLIED ; �\ „r �`,�� ' % ALL MODELS BONDING SCREW T4tOGH THE ADDITION OF R SECOND'HOT°WIRE AND k { NEUTRAL BAR INTO THE BOX CASING. UNDER R SECOND SCREW TAB IN INSTALLED TORQUE STHEYS INTERIOR METAL WATER PIPING THE DOUBLE POLE BREAKER BY OTHERS MISCELLANEOUS DETAILS SYSTEM SEOUL BE BONDED TO THE SERVICE��, MUNCY HOMES, INC. SERV D THE GRDUImc ELECTRROODE 1567 PR ROUTE 442 CONDUCTORSIM OR TO ONE WME F OR MOZEETYP. SUB-FFFn D TRT GROUNDING ELECTRODES DEED. THECLOSET C FIG MUNCY, PR 17756 FORM OF ATTACHMENT OF THE NOTES BONDING JUMPER SHALL BE ACCESSIBLE 1-THE MAIN PANEL BOX IS A SQUARE D-M14CM200 OR EQUAL SCALE: 1/4"=1'-0" DRN BY DATE SCALE REV. SHT. NO. THIS IS TO BEBUILDER IN DONE ON SITE 2-THE SUB PANEL BOX 15 R SQUARE D-00120MIOD OR EQUAL f�OVECWES WITH DAT 06\6e MJL 3-22-91 NONE 1-30-zm5 6a VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE NOTES OF WATER HEATERS FOR MR AND ME 2005-2015 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 SIDE OF"BOTTOM-FED"WATER HEATERS. INSPECTED: CRAWL SPACE-TO EXTEND ABOVE FIRST FLOOR AND TAR OR CAULK AROUND WITH 6"MIN.AIR GRP. PERIMETER OF VENT T&P VALVE BASEMENT-TO EXTEND BELOW FIRST FLOOR AND ONE PIECE METAL SHUT-OFF CPVC OR COPPER T&P DISCHARGE PIPE(SAME OIRM. DIRECTED TO TO EXTERIOR WITH DIRECTION 51EEVE OR SELF- A5 VALVE OUTLET)DRAINED TO PRN(2009 IRC). DOWNWARD 6 S"MIN.AIR GRP.OR DIRECTED SAFELY L'F1lLKlNG RUBBER 25 IRC-1"PIX OK FOR 3/4"T&P OUTLET. TO BASEMEN DRAIN WITH 6"MAL RIR GRP _ BOOT B.AN ADEQUATELY RATED TEMP AND PRESSURE RELIEF 12'MAL TYP FLASHING EXPOSED TUB OR SHOWER DRAIN C LOCATION OF WATER HEATER: DRYWALL COMPO&ND T6P DISCFiPo2GE PIPE MUST DRRAI INTO RN ADIRECT VALVE IS TO BE PROVIDED (MASS)3'VEND EXTENDS ON DOWN SIDE CRAWL SPACE-WATER HEATER IN UNIT.OPT. USED WASTE RECEPTOR ORRIN PIPEAY BE PVC, SB'TO 24 ABOVE RND 1x2 TALL 4 SIDES) 3/4' 12'BELOW ROOF. 7a FF15FI5T I�NSTRLLm DECKING �EEMENT OR BRIBED RRNCHRLLATION IN BSMT OR�-WATER HEATER IN BUNITS.51EE FLOOR�SMT 020 ALL VENTS SHALL g TYP FLOOR OECKA'G OTHERS 1OTHER S'DI fmn)FOR N1R,2°ORRIN THE T&P DIRM fmW FOR NJ EXTEND 3" IN DIR. WH Ct1T5I0E STATES DRAIN PAN AS DESCRIBED FOR NJ 2'RIR GRP TYP.EXCEPT. & SEE SHEET 6e FOR TYPICAL FIXTURE CLEARANCES. -6"RIR CflP FOR NY 4 INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE 12'ABOVE AND 2V' -2015 IRC-B'MAX.2x PIPE ACHIEVED IN FIELD BY BUILDER IN ACCORDANCE WITH BELOW ROOF. DIAM.MAL MIN.00250".24a GRLVRNI2ID STEEL PAN GOVERNING CODES. ELECTRIC WATER HEATERS ALLOWED IN R HIGH- 5. INDIVIDUAL PLUMBING SCHEMATICS AVAILABLE UPON (MD T VENT EXTENDS TYP FLOOR JOIST IMPACT PLASTIC PRN 0036"MIN THICKNESS AS RN RECUEST FOR COMPLETION IN FIELD WT PART IF RPPROVpU 24"ABOVE ROOF(miO 3°to 2°OR 1-L2'REDUCER L2'MIK DRYWALL FIELD FIN.FLOOR OPTION. PAN L5"DEEP MIN 12°MIN.FOR MR) & INDIVIDUAL FIXTURE SHUT-OFF VALVES ARE OPT OR AS AND EXTENDS 12°BELOW TYPICAL FOR 2015 IRC. INSTALLED BY OTHERS AFTER ALUM.PAN RT 00236°THONS ALLOWED FOR 2015 IRC COOS REQUIRES ROOF&.A 1x2 FRAMING IS SECURED TO 1"MIN.CPVC 7 FROST-FREE EXT HOSE BIBBS ARE OPT.OR AS REQD ON TO OCCUR 12"INSIDE DECKING & INTERCONNECTION OF VENTS TO BE FACTORY MADE THE THERMAL ENVELOPE C 1"PVC ELL WHERE PRACTICAL ABOVE CEILING VENT THRU ROOF DETRIL �/ H & WET VENTING IS ALLOWED WHEN DONE IN ACCORDANCE FIR STOP AT TIB AND SHOWER- FI D y//a I WITH GOVERNING CODES I INDIRECTLY TO R HAZARD FREE FR TORY IN TR RTTON - LOCATION TO BE APPROVED BY ID' THE DRAIN LINESUPSTAIRSPRE NOT EARE M5ECTIEDATRO VENT TO HOME LOCAL BUILDING OFFICIAL LINES DOWNSTAIRS VENT LINES FOR DOWNSTAIRS ARE --- ---- --SEE-ALSO PLUMBING-NOTE-R3S;-SHT-36 --- ---- - -- - SUPPLY ----FOUNDATION-(FIELD) —FACTORY-INSTALLED UPSTAIRS-ORRIIN-LINE-FOR-UP5TRIRS _ RODENT PROOF ARE FRCTORY IWWRLLED DOWNSTAIRS PLUMBING IN 2ND ENTRANCE(FIELD) UITJFIN CF G TE LOW LUINS�MBA�G LIIIEOS.THERS BLOR.ITO COOMMPLEEfREU CLG FAL AFTER PLUMBING IS INSTALLED AND TESTED 3/4°<FIELD) 3/4"INLET FIELD) PER LOCAL CODES IL FOR STATES SUBJECT TO FROST CLOSURE, MAIN SHUT- VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF(FIELD) EXPANDED TO 3'VTR AT LEAST 12"BELOW ROOF 1z ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR H RT R SUPPLY - PR, NY, IR--UN= UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SAME SHUT-OFFS AND FRCTORY & FIELD INSTRLI_RTION SIZE AS CTRAPP INACCESSIBLELERNOUTS SLIP 10T�S5 SHALL NOT HAVE WASHER HOOK-UPS FOR WRT R H RTERS FR.TORY TNSTRLLED 13. WHEN VALYL IS INSTALLED ON FLOORS IN BATHS OR NOTE UTILITY AREAS,VINYL CRULKING I5 APPLIED FROUAD OPT SHUT-OFFS 1/2° 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTALLED WATER CLOSET. AND EITHER ) FOOT HIGH FIBERGLASS OPT SHUT-OFF SHOWER 6 BATH(WITH SHOWER)WALLS L 6 FOOT IN R SLEEPING ROOM,BATHROOM OR R CLOSET ACCESSED FAC LL MOISTURE RESISTANT GYPSUM WAPROVIDED IN THROUGH R SLEEPING ROOM OR BATHROOM FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING MOISTURE RESISTANIN T GYPSUM WALL PROVIDED IN 1/2" PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE FACTORY VALYL CAULKING IS APPLIED AROUND RIR GAP AT FLOOR IN THE SAME SPACE AS WATER HERTER. BATHS,R PIECE OF 4 MIL MIN PLASTIC IS LAID 1/2" 1/2' 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET.WATER CLOSET IS CAULKED W/VINYL 6 ITS ORRIN SHALL PIPE BELOW FIRST FLOOR(ORRIN PROVIDED IN THEN CARPET IS INSTALLED FM FLOOR OPT.SHUT-OFFS FIN FLOOR PLANT FOR SECOND FLOOR UNIT5).DRAIN SHALL PIPE 6 DISCHARGE INDIRECTLY TO R HRZARO FREE POINT. 14 DRAIN SIZE FOR 3 NATER CLOSETS SHALL BE 4"MIN I - FIN.FLOOR THE PRN SHALL NOT BE LE55 THAN 1 1/2'DEEP 15 DRC,NY)POTABLE WATER SUPPLY OUTLETS SHALL HAVE H I I C AND SHALL BE OF SUFFICIENT SIZE RNID SHRPE TO THE OUTLET END SPACED R DISTANCE ABOVE THE ' FIN FLOOR RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HEATER FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTACLE,TO C H I 4-TRNKLESS WH DOES NOT REQUIRE R PRN(2012-15 IRC) PROVIDE AN RIR GRP COMPLYING WITH P290231 H C 16 Al ONE-FAMILY O2AlJL SPACE FIELD SUPPLIED), C TWO-FRMILY OR MULTIPLE DWELLINGS.THE ' KTTCHFN STNK RND RVRTORY SUPPLY TUB/SHOWER PP Y WRSH R SUPPLY WRTER CLOSET SUPPLY _ WATER APPLY PIPING SHALL BE EQUIPPED WITH ONE FACTORY INSTALLATION ATION FR TORY TNSTR I RTTON FR TORY IN TR RTTON FRCTORY INSTRI I ATION _ VALVE TO SHUT OFF THE WATER SUPPLY IN PIPING WITHOUT AND INTERFERENCE IN EACH DWELLING UNIT WITHOUT IINTERFEREN(E KITH THE WATER SUPPLY TO OTHER DWELLING UNIT'S,OR OTHER PORTIONS OF THE BUILDING.SUCH DWELLING UNIT CONTROL VALVES 5HRLL 3'VTR BE LOCATED WITHIN THE DWELLING UNIT SO CONTROLLED. I 17 QRC),NY)RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114 18. WITH 6 VENTS FOR FUTURE FIXTURES SHALL COMPLY I I 3'VTR 3'VTR ii 1 1/2" 30"�4MA� I 2"STANDPIPE 18"to 30"MAINE SRN.TEE FIN.FLOOR i TRIP LEVER FIN.FLOOR \yW1 SFlN.TEE 6"TO IB" I WASTE i � OPT DBL BOWL FOR MAWS 2" 5RN.TEE I _SRN.TEE 1 1/2"P-TARP FIN.FLOOR �j FIN.FLOOR 7'P-TARP Z.7�1N 2" 1 1/2" 1 112'P-TRAP 2'P-TRAP SHOWER DRRIN 6 VENT BATHTUB DRAIN 6 VENT L RVRTORY DRRIN 6 VENT WASHER DRRTN 6 VENT _ PFS Corporation FACTORY INSTRLLRTION_ FRCTORY INSTALLED FRCTORY TNSTRLLED FR-TORY INSTRI I Fn Northeast Region APPROVED H Raup - 3 3"VTR 3"VTR FUTURE 3'VTR 3/26/15 DISHWASHER(OPT)ORRIN LOOPED VENT 6 ORRIN LINES i i DELETED VWHEN CLOENT MAT THES i UNDER CT.OR THRU RIR GRP FROM 2nd FIR.ON SITE I I WASHER IS ON FIRST OR PER MANUF.INSTRUCTIONS BY BUILDER RND Fi2E NOT 3'VTR FROM I I SECOND FLOOR TO BE TIED INTO VENTING t-bt FLR FIXTURES I I I FROM 1st FLR FIXTURES I i 1 L2' i i 2" W i 11/2" I i 2M�MIN IN SINK DRAINS I c DW. I 3" FOR MAINE i YEN 3.2nd FLR.PLUMBING i I FOR DISPOSALOP:11-YE I DISPOSAL i SEE NOTE-18 v 45'ELLS (LTJ 45RN.TEF i i i 200 Il-fl 3-SECOND(OUST CONT. SRN.TEE "Y'BRANCCH FIiTIN6 / 2' T F�4'Nk9'WC T �33''WC. MASTER SERIES 1/2". J1 P-TRRP 2'P-TRAP FIN.FLOOR FTN.FLOOR RLL MODELS FIN FLOOR PLUMBING FIN.FLOOR FAL FLOOR CAPPED 6 LABELED •2'W/DISHWASHER OR AS CODE REQUIRES FIId FLOOR MUNCY HOMES, INC. KTTCHFN SINK DRRTN & VENT OPTTONRL DTSHWRSHFR RSR S H MRTI. MRIN VFNT STACK & W.G. SECONORRY NT STACK 6 .0 W . FUTURE VENT INSTRLLED FOR MR AND NH 1567 PR ROUTE 442 V FRCTORY INSTRLLRTTON FR.TORY TNSTRLLRTTON CRPE UNITS FRCTORY INSTRLLATIDN FRCTORY TNSTR I Am% RND RS QQQF RFOUTRES, OR RT BUILDERS RFO IFST MUNCY, PR 17756 SEE SHEET 3b,GENERAL PLUMBING FRCTORY INSTRLLRTION EACH VERTICAL UNIT SHALL HAVE ONE (FRCTORY INSTRI I ATION FOR BASEMENT MOD I ) NOTES(NOT FOR KY) MAIN 3 INCH M24IMUM STACK. DRN BY DATE SCALE REV SHT. NO DATABASE NAME MJL 1 3-22-91 1 NONE I 1-30-2015 6b O6\6b NOTES L FOR APPLICABLE NOTES,SEE 51-fT 3b AND 6b l 3'VTR L`SIM i TEE 1 r I � I 3•VTR 2nd STORY CEILING tE '� 517E TEE T� �EE 2nd STORY CEILING 2nd STORY FLOOR M,'I I ELL 2nd STORY FLOOR TEE ELL t T I let STORY CEILING S 3•I DSL 1st STORY FLOOR `ilir ELL ELL I 1st STORY CEILING I I �'' ELL i •' 1st STORY FLOOR i vz• �' r 6 I I 3'VTR `` 111r,� I I I I r j I /1I ELL i STfE ELL ` �'- I I I I KEY: TEE I LT * / 7TH 31 p/2' 11�`!I 13" I I I KEY: LT=LONG TURN P- LE7M // I ' ' ' ELL i I ELL I TEE i i i LT=LONG TURN LT TEE 37'I ELL j I ITEE TWD TORY ( HT k T) D1 3• i TEE 1if/z• 1 vri a v2• I I ' EIR3 DWV SYSTEMTEE NOTE:2 LRVS SHALL HAVE k ELL 1 ` SITH 3TEE I I LT TEE 1`. SITE na 2'WASTE WHEN COMBINED +a,, I �t,VP y i i LT EW I 1.� SrTE REFER TO FIXTURE DETAILS FOR TRAP AND 11(2' i3' �`1„ �,r' ri ORTH 2 I I 1 I 1 PIPE 5IZES NOT SHOWN IN THE SCHEMATIC I I ELL�'i' S : SITE I FIRST FLOOR FIXTURES SHALL CONNECT INTO i WH i + ,'( 1//1° SITE i Sm LT ELL �- HORIIONTRL BUILDING DRAIN MORE THAN SD PIPE I I I ,rtl. I Lr TEE I TM ELL i ` TEE DIAMETERS DOWNSTREAM OF STACK BASE AND TEE I I E1La1TH 11 TEE I ` j I NOT CONNECT INTO SECOND FLOOR DRAIN STACK. T1E i la 1i�' it `i '�'m SITE I TEE + WA4>E8 A LISTED THROUGH PENETRATION FIRESTOP 1 3• '�a1 �r Y? I LT ELL 2• I I W/sIDE I I SYSTEM SHALL BE USED IN THE FLOOR/CEILING ELI. LT TEE I T I `.`2`�.' I 1 Dd-ETS 1 1? FIRE RATED ASSEMBLY - I I �,ELL 111/2' I I I SITE I .'�''' I MAINE: Z'MIN.VENT SIZE FOR WATER CLOSETS ' LT TEE 1 f I I i TEE I Lf z 2'MIN.WET-VENT SIZE it �� 1.1/r 11� ' � TM 1 11? 1�vr ELL TEE 1 HM} p1 •'s>,TE z• I 3• I I TEE TEE,i ` LflY � �� I TEE I SITE \`TI�Ij�TEE I 11.��'�` I BpT113 I 1, ELL ,ELL feATH 4 ` LT ELL 11/2•t I LT TEE 15/r ELL TEE,* �;NG ` ETITH ITEE ' 7rEfi7 }• 4° I WH iif/2' WYE TELL SITE ELL LEY 7: I TEE SITE L'Q SAIK �� LT EI11 � 4bT1.L JI. '�-ET-L `` 3• 3• 4° 1 1/2 OR r 511E 1]?OR 7 y .I TEE aQ�I 1� a LT TEE SEE LETS m TEE SEE OETP¢L BITE 2' 3' 11/ji'E p I TEEE �1�� LT ELL PFS Corporation LT ELLTEE l �.LT ELL yr 1? '� I I 11/2' ELL R SITE Northeast Region }• �_ `. LT 7x,- 1? 1/2• TEE j EEiTH 2 SME 1N-ET LT ELL ORiW PIPE 6 DIS- T I ~ Lfi11 Lr E71 3 APPROVED I CHRGER nIIMMY I�'�i I 11/2'I NLOCRZFM RIE TOEIE ` Iy: 1 TEE S. A� M�CFFICRI. ! E31 i ELL Lr ELL TWD STORY (SEF SH 2j & H Raup - 3 I I TEE + + W¢BATH 2 - DWV SYSTEM T TEE ' y 12 WYE ' NOTE:2 LRV5 SHALL HAVE E71 9/18/13 ELL} 2°WASTE WHEN COMBINED- . -� TEE i TEE /? , I OR ryam- 45 ELL REFER TO FIXTURE DETAILS FOR TRAP AND SITE 3 SITE PIPE SIZES NOT SHOWN IN THE SCHEMATIC LT ELL �,LT ELL FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDINGDRAIN MORE THAN PIPE LT TEE DIAMETERS DOWNSTREAM OF STACK BASE AND SITE NOT CONNECT INTO SECOND FLOOR ORRIN STACK. LT ELL ELL 2' 2°MM VENT SIZE FOR WATER CLOSETS 2°MIN WET-VENT SIZE 120MPH 3-SECOND OUST MRSTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE REV. HT. NO DATABASE NAME REM 3-10-97 NONE 6-01-2013 5b_1 06\6b_1 w , ....,,,...___._.,....�..,.,....__.._......1.....1.......1...1_....._ ._-.. ..-,._.._...__-.__.,.,,".--•-.... _.......�............._...,..-,,.M„..e_..�- __......._..._.,,..-...._...._,. .._.,« ._..d..�..._ _. _._..... ...__ ,,..-_..__...- -�.m......._..,--..,.......,......__....,. _____.-..�,�..._.._..._-«^«..,_.,--......_ '___,.._,...,-�_. ._�__._..........., f ___...•_._...._.,....._.._•_........ r.'-I �C..s.^I� tt.�� •! 5.'+:2=' T:' . .> I %.�.._u-�+ - t f0•.F IRSTE"€DIV0'VITT .sE Ix iC`',.LX Ccl•c•' ci;71tF:a s s ••CECAfi LFP 3R �'":.£T, •E:Fr:sS E+;Ar�p+-FCf+£: I 4 VINYL k-%DtN<, � CFJ:=S j _ syuGy,� -Pkg � :>f'-. >'ID'1 i-t2 5'T='L sx•x.;.`"3tt.:, € r9 j.=�Pa,€."t£'+:.^S� t OVER„StiERta1TN0 HPSa THE UPrION r.F�':tE3,5-,TTt1€r\G 1 ��.- aTRrT'CR T.�^� � CF:ELS 4F<;:E.':i Tu;!' �k�c.51•",x`. i�,y ! f?:•"s`r!,w 5r WL€ S'CC€'"S-,A' 5 CHU ED FE;R IN NR�RAPIG'20-Y€LC =a 4•* zW�., J:1,;•^:2€:;R x 1 I/2" #.r."" i E":i.:.OCR � SD_L rLATE,Cai �,_...._ k x• t SIVE.h'<tM„'+Et;PZ<€€";rC�.`sT t�'i JG T.3 E•E JAS P%LGr E':•"*av„f. x"A:.LE::,"•N '%`�' t <?••". iz: -.T'. _ f';ENCY CSFTtG Si...!?7hsJtT:^Ci.E.�Cs xJKts CCN`.'sFRtX:TiDN S r€i.LT Tz+.E 5: C=. .• -Rq;g„g ✓ .�,„t-'.£i•1?TE;e12, € F•s:`i�--.SIYF-r,14D tx32LED TO RIw u.•123T E=NO SII PLxiT£' TdI?:•€Fi;Fh'CY a€E:C:4-:CRTIC:Psd Fk�:a f:.Ea3i_n3T `s;.:x z i'G:: o• t - r- ,S„.?^.;>t ,u P SI' ,:•x�a':7' ;:SE'b:1YE. ( •r&`TcT'•1Ts:TJ CR4.'IN'r 7o-3 MnNOF ,d„ x d` tk"^-3 7-' ` a i?u;t,•/: %.n.-7 j ' 'r#i.A'ft^,..k'R.: EPSi.'E"€::k':M€:.T[.';.irxi 31':E•M1bail.R7 3"CIC,FROM -. :i1Rt•.t;':"Sf'ECIFICfiTIC{rY,", £..zTt;zK :'itu..n EFi:tz s:^.:.'1T I fe'a':.`;':s`�'::5 t':�T.�' .:"S.Y:. \.� L'j'r'' r-Y Qik9 J€�I`aT 7i?Stz.i.FS.KSiI.IEd Nsi€L:>fiT 3"Cf: P.N 9';zN CRS FE£tA i"Vri t k'S£) Z 51',.;i'; C'M'x CF.f:!^J€tE[ A':\\ S 1 i9a^„•<E E'"L£•;;;L.s::R \ L: ,,; r',^.°` TMt'4<1GA1'0iCgIHIN`,TO RIM ;OIST ATZ 511.3.4^LFiTE. Is Y'rr�•r ON r 12•'::.'R;lcf F'I`C`• „ _^ j •at; ...,. �• �. ! WINE ZONE is t.€"•::CPS?LE TD: € tk'£$ mis St2T'A.L ESE. a• s' tk•',L CGt.+'VLIE:S CE DRJi+:x P.:b1 Y ,C;4"T T".i;Turri',iS•+:, I rr'! •� �' t'G:� >�'"�.,';rs•iWt;:ilr"i<I.QW; :t':i COWTRtE",IC'J fi_ �Y !a i'GR k"IH G?t'IN€7 TO StLf.-F€ '.rF?ILL^t?tJPJ S:':Aak£wTIJN. r < w:'+Fr€E.w, "0 f::'7.'> .}f 1!"' ILL P•LrdTE { SEE.CRRdING'tt_",mTAk--2. �'T I..:.'_�� t;f;N.NEGT€GAJ EIY Dttt,C..R, ,.:•3NF VEPrN.N€eW'ZCVf €.€_x. RrL: XCD ✓ \\. i . ! _ P"'4n�t TT:R I£xd :c^c."'•!.3CC.„i'sT a'0,C.€ROAt ( Vur_J1Cxd.'S7E"r^,6'C:°N:Y 7€,e ,E� ♦� •iL L•<:�L.1£ t Lt'.�'< 33fi �' k.:'k�� £[,XT 2�,r.�t>T'd€'. rTy = t L EL°t':-il3 T:€1!`wi+.i. P-011r. C>1„CSN 7£R[•iPF�5fkN, STS i GYEF R:::;c".a:;, " 'x { -m 5,� 1`4;_x' _ .T - WE ST^€'-= CQ N'iy VRYEE_w",S. T wi IF€P.:rsC'r., 1�Df�IE•C3R+". ; _ s if%.Ya.xT:C:€4"? S'-=a'.�;rl?% '"S,FX's'-t'xt.' K£'„ z:.l '"'>.• '6� aiER 'L NO 7R;,`-3'EF 1 a. S;'o:F SILL J .+~.::la`}CSAit�E-,ICN, P,OTTOM ROW CF LRZl r I C-3yLps Tri k" "k;V a CT;:P2 P.-----�"`.�"'�.." -^"•. f M FYV:€"LE,t WhnPSI:N.Lttt.i.;t•^;,.Nt'. "°r'?N;P:St,Ct.f;, .)` t,`s:12 L' -..v,•-•'z*:'tfs Sr ' °.S5;:5 ( t `$EE"Ai"d€"X:^e,2< =T:a2. > "I;JINr I:V'aTYit!.CG t'F::.f-AM.FL1.t=.€'M ALy`1C:'R, Pr}t;'CHESTER,PIE t;`;ti,'.C, Ely E1VI1..TiC-rc _ :2,'j MPi4 356 WIND ZONE IT P t fPC,- ""€G'C.'uE,„YT'E`s C^" NrtSCr1.Pnt'uf`"��'::K 4 Tt;• c ,7: N, r` ', r"_ ;', 'sT(IF 4a�1' C 1 1 - T .%F7 c BASED ON EXPt:allt:�r- '�:,j'V,•�€r- .. !'_•,S-vr,..„ €�,..:..",.i,? '�.^:"....a.«..`Y'% •t:.".Ea..._.,...Zl,q a .,3.-......:. .,<r 4 _....:-€.�..«�..-,.)'r�_f€,.<,€,,...,.a..%.5,,,:..s.:.�sz:_.��__......<: a_.,�"".>,>,.._._..,.,?� ,.�t<,•____.:€...�.____.�. I.WEhDttn':i.�[y'GG2 t?,h3 SKYL.IGE i��T:s IN F:ULJtFx;`'>4C€1st E„T c• 'rQr ..r:....a .....__ r' - °:57;1 '^I: S:-:K3i aC,'FLE: ;2'�i�•�-.. SCT�L.E: ) ill-^1'-u' � ' ,L7atL ._._. ....,....�..._..�,....,::...=_.-._. _.......m.«.,,..."".�....-,..w........�_..__.. ...........,_._.............. ....._..__...._._�... _..., .,^.,.".......e.._-_.... ..,._,..__� ...."11.1..1«,.-•_�.... ,_,-.._. - - '--_ ._.�,...,....�.___. «.,...w,_..�.._ .,.._..._._.-e a,-_.....�.._...�.. - -•---, �.__�, ,_ __ hROM Mf'r iRiPI..S t�Tt..l.E.F�ZU^'P!_tiaGTOE.�iX.IE AkKJ2 aFt:, ~'T :.2 -r ,,..;_ 4p' H2 5;v.•f:' C.tt,^'.P'I.YT Ort_�'_t' L. E.°E E3'r TICS f'C'.LO.;C•Sw Mk..C':,CC,: tom.. 0;,,=t1. .wx;•,,-,'.}TG s r'XtiO°?✓: fs.;:" iw. 1 # R AS"GC• P' 1Gd NAtL*a TO I't;45 N 4t•'"" RY,�.r':t}T,cS.CS s<4EF 7.:,SK,'i T1 �:.::.. _.._ ...._.._..._ _ _ ^'-•. r''grTrR OVEWPNG Ta, v c x_ .; „„. - - - - - -- -- -__--_- - -NSTM E:<J5 r'3VG t', t+,t IT}5,r"t7.:;.IN. IS Crf,'E xCu=.1., TI.,," _i.;7�I��`:.r•F•L.PL'3`T;;"7.3Z�Y.:A«.F;ITC�T Rv'�a IFit)`%is;.> -� '£$3'r:u-r E Iri. x-E6 r�. - �✓ EJ:+.,":.rvfi:I• CtY"r3+h mp G Iti:"i E I8f `"�r.L.t-,Ct ri1^t,.;1 T _ =a:....w:O>•x+ a, rx*- r�-- WI%llllr�': lllll:'rt-`E:.K'fi"NSTr":r`_LK1Y:Cd"'NSTFi"a,CT2i u.� 3 =a:1,} S a £S C. .....`:.R:,i`F SCC n(:-4'S F„v-:,^.:.€.'=*. T:O'et:'., a • c<„S "`C4l. i ST4'z_Es"". �-sm,it s.,C7b7YT a• � €'+'F� R.AGE'.'JCY.ifiTCG 3vJO,."9 STc;;P'TT.?;fT_ PFtA:;;i w' 'nfTH A -• - JC'3 a;, €9 �:: z `�y_ & r [tin irc; a M:N€MUM T£J K i»fa 'I j-F' s.1'-u..t.£;t:@-Y �. t".".•,i Cr^r_' -.>-YJ E:£:E ,.•'r Ir.41 1!....,. £', py• a c _ =rP--,E i .arc,as a„. CI„`J.,T .t} a a C {tC T 0� - E,¢ FlI •EN TNC FKl.r r FA; 3t>• ,i ie.->?ti£^. ;, i i \ bra" Z /[4„ fE°T `ksif'_L c3F.• PE:.RMt>T'Y ..R 4. £YSO:: .>"':.... Z'R;� c R Ew y<r� i^1:e Y r _ _ s✓i :;r Ir,F: _..,.......,, r .♦ ,,;;g•t L<; + .:r~y;. A. „r+•.- Cis. t 3",tv"72L5 « IN ONE H{^*.J' 'W7-s7CkY t'Lx.rJi;dS" WITFt R tat':ar[t't:O€' ci!`.�'.'v ;�YX =%� n .�."G";:"; t.•_"wsi"�t:>":'.2.^. / !t `••Z..,,., ' R Wr2P':.i[AK' .»t ."" ME t Cf cE"T R P' ro Fs.t.. `4ls CUT x-t 'g ter.: ='f."Y gn „c z Y Z=+' "y6r f EG iT3 t to £.,,x ev`k'.t.S 5 t, I,: ti ! r <^ 3'TECL�STF,, i#,C ,y rs ✓ Z"`^.::•;•s! j �L.fHEM- F9 - Ta CCrVE`?'ii4 Ck>CryItV:I4w"etC`Tt+iE'.i.;`sM:;tvS ,,'vf r! :xF' i:5 C O£31" t J .r° '^' ?D M -(4) 7,rz6"a t lir x ih =zn. t€iT6h4d+'if.'F^ rt;t2'JIrr'J,tiTIRC::4„NT SI•^-",Lt„ E'.-- 4TTrr irc'�.5 Cv2 Tri ih /' ;x.. 'Z",•.,�.,, ,/ 2xi. ,�r C7) i'mk X 3 1!2"NAILS 3 :nt F1tT,ES III SH€_�THfN,,JOIt}T s € T ' ..> •L' ti ±+y _.. of x['U,2 M!N,WnrJQ><;'kf?W.. FST 9'T1.L". f4iC G..J `.;a: •ag^ 'E:frp ,,,,.r""•"6 p i° T..i;Ct„"tvf H.'�'L7 TtSF LiVCit-F;t�s EGG[ r'L'RIME CPk CR-8 . 1!<" Mf:J:WCKVSe,'RCO',a PT' 2;- F/ V" wX'::r'.IG�'w C:,E:c •r r r �.;.-'gr;R,:'r^�,."`'.4i r5i>:%°C•;1 kxS M-h�u a a-•-,.>..,^....- ti:AA:. sT>•.T't'> OC fIF,n'-?i,f'ANSI F'£F'IN,i€:k. .><•'ir .%///// i AT✓?L:.rt?t.E e'%J:>.:,£>t^s TO 'w:1' C::rt" .^,r3:::'-:.'? :r6 rt Fi7CRPYQ SDIKE C:-mt;e(Y)Cr€lm:)VLo EKY it L,€;,:.R.Etii:,.D;iG Ix TFIC:PL r `• „r'P'--__"� s.ri. :,��,/ i * ✓'! '2> P,w' t3Z I+1tx s.R£! GIF:EC> ". „ DEE:Sfx"•T:'I",t3 R8tTI?J2`A 7€QU K7ii,P#.2: a E3!'Et1O.T?Fk rr✓ '''` i:i 2xs +.E,a ._:r:'txi"E{�ED ♦ /✓ 15n'w.. :'i'.^,E:a:'" i;?:>v y 5, WILD P.og4E £:€":,f.5 RE::`sIVN5 RRE t £:i:, WT'+3N :T NLRf.'ilft*JC-t'niC NL RCOTON3 WjlHi J ONE MIL.f;`F I){E' r✓ sV �.. I P•1V'3[+.`:..:i r 3:S. I { r ✓ ./ 'z3Y 01•!r RZI€4'NuS_'�iS;:;i�, � I t: 10.131"x 3"NAILS - .-,..�•r �,.,•..,. f'l"MAST rat_FE)1`€,kii::St'.i^•.T'r=W1.iK l yT hr?,Ir 'Y M I 2x4 T7 2aG r }t a 5} :E 7 15 IRT MFn J K it kep`R I \ lr :.£.t.3"S"-T:E': x`,^:}r•r:K- ?`'':C)3,�rT57E^. E,,.., .r_C. ._:..r.. .,. .i:... ,t t.. .w1 .ac...,"'_.:..z�.. ��<.- _......wxra,.?<".-, € •r,WprCRi:k.7: C:l"-r's ._.t «f„ � ,,,s" a , �✓ •'r^-: w. h _ `�"`__ c,•r:,>< C:t Sti_5,0N LSTFi?tx, n ltss. r""'Y"` .w_ .=._ __.,._.�............... '?D MPH-�5+,..rSt",£=F.. Clq€_ w?x .LL%i%^F:v'°A=_,`. R<"t3 T.Y'...d"izw T}! ^L',.:~,A:F..:; ?, !. x,•;.1.:11.1 $`'1-:,: 3, Cdh52f,`:;CY.P.7;4.,€.a'Cw'd 75 ePt RCd.:Ce,tt<^iCE tJ€7t` Fo16TE%i>°I"ezi Ti CiTEEL STTi'fa3'`OR EG`€sn",L FiT '.}Y . `? r•C'.-+ „^ ,y"' I "JiCNIMtr;"';[ESTI!+iLc-'JS FQF:BUD.3i>3C*5 R;<J t3ii=zR -,./WE9. <g,- �„ 48"�t"'"G.FRS E1,ED WITH ., �, ^' J ly - S-RLL rLiP.E9"tR'SCE 7)�4C)Wx-CM. t„. It iL "" S:MF N r{-2^^r"TEE`P'c�":tTO x"aau>.,,P tSd +8'`x 3'SICd) _y ^^'-- IP.EXTERICR WNDOWS ANn DOM,SHP- x^ESlREO f--5TE%Eu TO SIDE OF _ MitL.S CA--H,EtS7 tea. ,,s'' TG RbSCSi KriC GES€GR t}�t.n�_ataDS SF'CI&'Sti.� t:r+ ,Z 4 L-+,�.,; °T• .-Ti».t�„',.T.. 'I'.€ "� / tJ2-n Eat_,}2"E f.3 " j it DLx..c:WRRFIE71 4^.?Ifid NRU£.�a".�T€ZU5b z LS_vi dd :5: :Np>s L%70<= ... iid-?-E L "• --_- :'- '��` 1x8 fi I;MCNU"V, T!' FFTER OVERAF�tiG Is R.zlzT 2'1 Fw".t..AJSTEQ FOR I•EIG':i F"'JLY BY „:r„r: i � ;:OvEi`f.13'f R:.CsS1 1{ LG1 EPED --BY D€aI R lAO'C `='x:`• Zak .,c a ttEfiCR TO.x6 RM,DESIGN 6tINC uk'c55€:.=c RF.Cl.1FE"J- ! aTCR't VYCFE. •-� .'_ « c 5 V k/2 __ i 121 131. ?/-c"tGATLS Gl 'IC 2 B'x•:.23- a ;,F' 3• DIRE CSCH DO 02 3.^7 2V1 x 9= -52 :.'F -Zn Z- d. T-L.,....,..,._ x:.€t -^PIZ.-ATE ATO E--- :sa,y.•t T••R2j R:=TER / __a_>3.._. ....e^.�'� / - vilN€M 10 Arv�oC, "t?.- ~tECvUFF_'J 3 57DRY LrdlTa PE CRRTEO SOF,11 - ✓' C3 -T1D• 3S PSr- 7C':?<. 're;•:.5r«ro Ma 3 02- L2O- 4F+P5F-- Yc.z 4. {€I 5L,FSCN LSTAt8.2i[9a ,r, t,EPGe. TO STt.LiS- MPX,0£$F>Y T•1L`+tJ P§:CSSL'+„`?ECU4�'^_C - 5TC`kY.l"::T3' 1 t STEEL SIM 0R L"DLPL ca, J3l IW I'AlL OIRZG7 Gl -kY0•Z3�k x i4= 9.0 P`3C' - 2L'rdF ,E o, •a 4$'CIG FAS',F=WITH '>^% 1 9Y 0Li1La -R 33.3 T' 2C'•FE a 02-i20-28 E x I.4= '+ r cq,4TI MINIMUM s:,35 GRf;^,E €:EC 4, -7°rt^RY FR3ir4: ( t N.9tL5 Ef?'Ji.Er•&3 r~�.'yTILEbrER DI-?€O 35 PSr" - Y4KJE a. krwRQ.,R W4Cv^PED4 gs V/e i ` TO I 3f4„ Dt • LJ^40 ZON 4:t•'aa'•=^i;+<`mr-3.jf3='w'-£R -,.z£ ,'� ::'/ . `cb^^\' }t =€ - ,;? s E sr3'=I'-c- , rt-.yWNE.;'FI:ER„C".t_ c ' ' GFi^ •E n<.04. -A a. Ca MAX.^[5'2 WIND F zVA REMIYEDl..STC:R YI SU:}CTT a:Uly:tIT'Sa: ^2 £IES-: d28=375 P»z ZC%E 5edl: 0-E-C<wl't' Izs= 4.xa rsza,s s.1 G- ` OPTS of-12Z ,a Par ;ZONcs r =QE Fto=T = C k -a5 Fzo-,E GCHLE: II MAXI€0 €tE +,1FE REGJ:REn 2 5T}P" of-1 -?4f 14-4s_02_ 293-,' -66Pr, - f ZV:E S MIS;:MUM Rt'S-<R GF,AG_R:CQ,::KEz - 2'STOs'.Y t"J€15: NOTES: r PS K*.x%.4`_L`+•� •`T'^'3, il: 110-a,r F-ZONE a - ,j, €; , Wyz>s'3 r�._.*a'Tw"Cix'."c ",•�€�_�•CIF':. I."�G::20 PtPri-"'SS>;wlhf0 7Ct�;E. t't.Z- 120•£+T k'?'+F-ZcO�:c S Ft«xz-bt:P.:: CP-^-S C^^„�'•`<T,YL';. R:>:'.::.ST '> S"la- E°'TY3 FIND t PW' IhGE i[.'Cl:.L .G .E Fla, RIR"' '-E .^L"TirJi"S z:a"13x'R<'D R6113, i L `- EE c£ k t 0 w?Y:Pear cD ✓� Yt REME 5T6DS SP GL' 'E 16"OO. 11 Al,TCHMcN Cr ASrHA4•T SHIN+"',LZ5 F,+PLL CC"'F_T W:TH ex,'1.1$5 SPRCII*G SHILL-EE =%[PION P'3"-'5:E - ��'�'.,' - / Z4". Yg.2"4:R 3F,"CLO.C£P£NCI.:: 12 FOP,PDOTTLOK-A-' Ct NtCCTIC4 GEIP t,5, SCE CRAW:€Z 7a v c t RN cr'0L:LIVE PITC k"EL'UIPLFJ 'f c'L <I".ci PCS' Z ^.aLsV MTs42 F •;^-v ^5?tE%-,'VSf=C s 'r> .� ;N , t \ k_- •,r.E, 1 ,CCy r<e L":":.�z :. ... / PIY'7 t AI ROOF PITCH:TO =._ -.'E ER'C.T:..F.R"�"f u :,YP�aCJ,`t Dt�+rtQ 3 L7E.7RIL'5 F.Pz�i Y 7,'l R(.L T�1tF'' 2-i:Ck'<::o°6a;,3.fi''CR"''+rAIL,S 3".;" �s �� -. €•>.. ^^, ,.+ iRzaS.£S ✓r!' _ z 'tsT41€a. A5-"2 k/1 P p _ l QI'I�"♦.^<�ST; ,a / y ✓� SP:f'.E P.w P.VEC FCd2"KFS}::.N'{pt''t SCR:At'C' APf'2t`3rE-� R°,ti n,�...i':,AcC•'€_MS'= A;e;.,s, ""`'''�� 'a,.. -s'� :`as - •/. ✓.>` `v: x f2'a"�:-a s...-;..,t €':. r zk,-Yf7,'C,.::..a C' '..CyTO4 *'2.a..<nE I:IL <�w 4'O S>TOY:,� , -^''• „ro C „ €I :C ,,, .`„•y. Int :O "€"f'_zt&FEPzPzLx;ECs lo Fr ^i p�tim� ( € ..YPSI!M VCARD 3 Y� T ^DOL::LE'T0€'FLRTE ,• F'LER TA'KDC tP__f e QCL'OLE TOP FZRTE .'�<v �T TO�w"^_`'i:L"e.i PRIOR TO..L"'i;,v �'`.♦ Ti__c'.";F °e•.TYPXP- STUD n E!�F,;,.;.,.:,=3 BIC"% ,{;' .._..ZEE F;5 5C?EEQ•PAGE;: t SE.k OF H;GH M3t.3 \\\ +.,v`'s'i v..�'vr € _ ,"1RPE I POF FRAMING VNCHOK RL, R TRiJ J5'T?PE, .. €, ' 2L;; aT,;,'.� •-"~.•_".�. t wl .t. -_E " i.CAP,WIDTH4 ETC. 3Qt3S'.^ m„"R 5N-dtf. ( DEFlStTYdENr dF 574TE Ctl6cS WV€SJPS' < _ :„t �'_ y s s,K�'>'+^-+" Mi P$T;p 1°triY.RLStt QE-FG4 H WITH ..T.. Yi<-i E AlI f-NY 772St..d.f `'` ..,,,". :4;Z,+";, ♦ ; „r'i -C ., 1 _.✓_'.'(r,(, f Sraenpa4 ApWa+rsi fu®p9Yffilrm.tRadeC.crCan .�t E:- T_^.#2x-f-..AT `A;.i. ,c, -^'- !: '#IChi S:Ri.. Tt}SILO CL1Pa�EGfi.CN' 'L 02{ rk g•w.9" PF'v i E t r)4..... �`... . �. N.vaeptla�r>Mv a':s[.cxan N: Ds:eni MLuC+'d 24(:C.�32F'�'-i sr:_a - t t"i a`xv•.ba-e+<'[excm•ttdrea r,n!v�.n.•�a To RE^'�.� �€rS=GD } R£St >rrco,nsau LfwiN:exrrszrvw»::..,n�.,«>. , .....,.. A.y, "'•^^" uPe Ya sY .txpk++�q haBS UbeCYJ ita".Si'Mt•<,=y.Fe ty�i:ro"amlA•'uar¢G'!g'Cha r"w':,.. "3 i.:.",.�_STk:��p<'ks. P+�7r!:thw MAY�E�R^ .. �'� ma+•+.�'3aaws•<ancon,.nrs •c'"`'Yhsr.vmscwa« t '''"Y C` ; C: Y` 6bMEwbs+ra l9`.sH1 5=' ;"` ' "a°-r- S=x �'3 'r• tV' �.E'S F x �.�1Ci,Z saws' 5" :N3 AFL••;- F�'E € exec,rx..ata,.rmw b'a arox:-ey x ar• . av_... ..._ N T,S. SCR-.«. ffL'>�c,w t�DT�Ti� ,."H'„"C+NS'k':tC`*C,: J-s'S'V5•z`•S J i 5f.. ..w'2,T.. - ri 1�1 E:'.w'€`H'?4r1:[5 c ix,3 . ._.» _ ,. 3"•. S'i*>>Rta�.'.'-✓s PvcTY _ 4`0"Sd1 RTHINIG TO SPAN€3OFti iPLVES c"a:Q C4i 93ws 1c-AL 5Y au"LL, ` z v .s_ '? 'F0 t:r"LNI-,S TWETHrR 9N S'TE BY SULDEP 15 EPPEll I rIZL€J•FRSTEN€T."5 Cf SHF-Rttil,NG TO.AI5TF7. > 3 L".:aE c,+;0'•dB T;v,.L�r,3Y c _^� IC3 CUMMON NRIL< -u �-e'N T:SY-,^•::LQr w•}C" .75. 6"G,C D€RECT EWES&Z 1/2'D,C INTOPmE.01;r:E 4 I'S3 TOTC L FAC4 r;k';,F EXCEr't FOR € { 3f WIDTM.;t:2 5TCRPr-T-.: COYi'04 NAIL 6"�OC,DmCT EDGES&3 1i V''.).O I`dTE4:4173PTE j US)'t€t'crj FPCH I-ILF d 3133f1S ( :>IELD:rt`tG KIT ScPkLeri4rrvv 1,r83`5 Fdd IELD F'RN OR Af OF A 0--SPI To�°IST` 120MPH 3-SECOND GUST F"OCMDIR CT EWES d I ar INLTERME4ICM IL _ t4tiAL r1 � `t NOTE: MASTER SE-RIES €{. �� +• 1 t �� C 142111 211 €4PPLIE5 TO S RIC I2t13 ROOF .,. 7 S YRE35SE5_rANO 5 A J Td12 ROOF'5TDRAGE TWO MODELS ' TPTJSSE_:. ONE (� w0 5Tw 1' ! ODELS DETAILS €`OR 110 cS .20 MtFH ...,, k+i„1f3 £res S-- t O I MUNCY HOPI 5> INC, ?557 PFi :ROUTE 442 PP X, t�1CtC1� ®'-TQ t fUrC.�.�"Nty° r T fi1gJ GET1OTrE 5 -- �..v. . r , DETAIL al SIDE VIEW OF DETAIL a3 DETAIL a6 NTE SIMPSON LSTHOBRJ L FOR APPLICABLE NOTES,SEE DRAWING 7—L SECOND FLOOR STUDS MODULE'C' MATE LINE MODULE'0' SIMPSON LSTA18 STRAP TIES 2. FOR ADDITIONAL CONNECTION DETAILS,SEE OR EOUAL.24"O.0 MAX DRAWING 7a_L (2)WALL CORNER STUDS FIELD INSTALLED WITH 3 STRAP TIE SIZE IS BASED ON THE SIL PLATE BEING FIRST CORNER STUD CONNECTED (7)10d NAILS EACH END (D 2x6 WHEN SILL PLATE IS(2)24.STRAP TIE TO SIDE WALL STUDS WITH (14)TOTAL SHALL BE R SIMPSON LSTR24. (2)ROWS 16d NAILS S"O.C. SIMPSON LSTA12 STRAP TIES IF THE SILL SIZE IS DIFFERENT,ANOTHER 5TRRP(S) ROWS STAGGERED.EACH 51MP5ON LSTAIS TIES OR EQUAL OR ECUAL,16"OC.MAX OR CONNECTION SHALL BE USED. CORNER-FACTORY. FACTORY INSTALLED _ FIELD INSTALLED WITH THE STRAP OR CONNECTION UPLIFT CAPACITY SHALL (S 10d NRIL5 EACH END BE THE EQUIVALENT OF R SIMPSON LSTA12(830 LBO (10)TOTALFOR ALT EXTERIOR SIDE WALL FLR/CLG-PG 8e. (2)2x CORNER STUDS NOTE EACH CORNER SECOND FLOOR FOR SHEATHING CONNECTION OF FIRST SECOND FLOOR FLOOR TO SECOND FLOOR PERIMETER SIMPSON LSTHO/STHD STRAP TIE HOLODOWN RAILS CONNECTION,SEE DRAWING 7aJ, OR EQUAL SUPPLIED AND FIELD INSTRII DETAIL*6. BY BUILDER ON FIRST AND SECOND STUDS FIRST FLOOR SHEATHING NOT SHOWN FOR CLARITY. FIRST FLOOR FROM CORNER. Ll INSTALL BEFORE CONCRETE POUR WITH A STRRPMATE OR OTHER HOLDING DEVICE NAIL STRAP FROM BOTTOM UP WITH 16d SINKER NAILS,RLLHOLES TO BE FILLED SIMPSON LSTR18 STRAP TIES - NOTES BOTTOM OF STRAP IS EMBEDDED IN CONCRETE L OR EQUA24"OC.MAY OS-FOR SHEATHING CONNECTION OF FIRST STRAP MAY BE BENT ONE Flnl CYCLE FIELD INSTALLED WITH FLOOR TO SECOND FLOOR PERIMETER STRAPS AR LOCATED AT EACH END WALL EMBEQLEh (7)IDd NAILS EACH ENO RAILS CONNECTION.SEE DRAWING 7o-L RIOR CORNER DETAIL-E STTOTAL EXRAR-VALUES ARE BASED ON AN 8"MIN._ _-- _-- LTNE _ SIMPSON LSTF42 STRAP TIES _ _SHEATHING NOT SHOWN FOR_CLARITY_ — S� WAIT - - - - - OR-EOURL.16'O.C.MAX -- —-_- — - - 02--FOR-OPTIONFlL SECOND FLOOR SEE CONSTRUCTION NOTES ON THE FIELD INSTALLED WITH DETAIL*8. CANTILEVER DETAIL,SEE DRAWING 7e2, AS BUILT FLOOR PLAN FOR SIZE AND (5)10d NAILS EACH END FASTENING SCHEDULE FIRST FLOOR STUDS (10)TOTRLFOR ALT. 0 SIMPSON LSTR18 STRAP TIES FLR/CLG-PG Be. OR EQUAL FIELD INSTALLED WITH (1)10d NAILS EACH END,0.4,)TOTAL CORNER DETAIL APPLIES TO AN SHERR WALL RND RIM BAND TO EXTERIOR END OR SIDE WRLL - RIM BAND TIEDOWN DETAIL 2 STORY UNITS - FIELD MODULE TO MODULE CONNECTION RT END WALL DETAIL SOLE PLATE SCALE: 3/4"=1'-0" 2 STORY UNITS - FIELD SCALE: 3/4"=1'-0" ENO WALL PERIMETER RAILS SIDE WALL PERIMETER RAILS NOTE: FIRST FLOOR STUDS MODULE'A' MATE LINE MODULE'B' SILL PLRTE(S) WHEN THERE IS R GARAGE,THE BUn_DER SEE NOTE*11 SHALL SUPPLY AND INSTALL SIMPSON NOTES: _ I I LSTHD/STHD OR EQUAL ON DOUBLE STUDS ORpIl-S 0(SL1 PLATE.SEE�NNECTION OF PIM�� OR EQUALN LSTAIB 57RSUPPLIED RtJD� _ II ALONG THE WALL PERPENDICULAR TO THE DRAWING 7aJ.DETR *2 OR a3 INSTALLED BY BUILDER WITH FLOOR JOISTS THAT SHALL BE REM VED AT IL SFffA7Ffl7JG NOT SHOWN FOR CLARITY. (7)l0d NAILS EACH *4 REBRR 3O'MIN. II THE SITE THE HOLOOOGARA E AS BE RT FOR RIM BAND TO SILL PLATE END O4)TOTAL LENGTH ALONG SIDE II EACH CORNER OF THE GARAGE AS SHOWN TIEDOWN CONNECTION.SEE AND END Wp15 II AND THE SAME DISTANCE APART AS DRAWING 7,2,DETAIL*2. RLL POURED CONCRETE L J II THE REQUIRED FOR RNCHOR BOLTS 02-FOR RAISED RANCH FOUNDATION 3000 psi MM II SFiRLLBE lm FROM OR BOLT CORNERS SAND IDG CANTILEVER DETAIL SEE DRAWING NOTE II 72°ON CENTER MAX 7°-2,DETRII--7 FOR CONNECTION OF PERIMETER II THE RIM BRNO TO SILL PLATE TIEDOWNS SIMPSON LSTR18 TIES OR EOURL ARILS TO SILL PLRT�SEE II AS SHOWN ON DETAIL*2 ARE NOT REQUIRED DRAWING 7-1,DETAIL 42 OR r3 WITH THE ADDITIONAL HOLDDOWNS. FACTORY INSTALLED. SHEATHING NOT SHOWN FOR CLARITY. FOUNDATION u PERIMETER RAILS SEE NOTE*2 ABOVE CORNER HOLDDOWN DETRIL - FIELD SHEAR WRLL TIEDOWN DETAIL MODULE TO MODULE CONNECTION RT END WALL DETAIL SCALE: 11/2"=1'-0" FIRST FLOOR OF 1 RND 2 STORY UNITS FIRST FLOOR OF 1 AND 2 STORY UNITS - FIELD SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" DETRIL a2 ®�TAI� $ MATE LINE TAIL a7 r-3" DETRIL a7 SIOEWRLL FULL-HEIGHT BLOCKING ID v2"CIA x7"MIN.LONG RD BL AT EDGE OF CANTILEVER ;axu.Gl14 BOLT®48"OC..SUPPLIED " X X END STUD OF SIDEWALL SUTOOJOIST WITH BLOCKING (3)8d�ENAILS SIMP LSTR24 Atm FIELD INSTALLED BY BUILDER I PER END OF BLOCK TIE IN =) I ACTORYEDW1(5) FASTEN END STUD is ENOWRLL I lOd NAILS EACH mints 4'` TO DBL STUD IN SIDEWRLL WITH END 00)TOTAL °j+urmRg I (2)ROWS OF 0161 x 3-1/2" 16d TOE-NAILED "Ed)NAILS STAGGERED a 6"o.c STRAP CONTINUITY SECOND FLOOR IS FROM FACE OF ®16"O.C,BY BUILDER FR5TEN END STUD OF SIDEWRLL STUD TO UNDERSIDE TO JOIST BELOW W/(D SIMPSON OF FLOOR JOIST. LSTR18 STRAPS WITH(7)10d SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FASTENERS EACH ENO. SILL PLRTE(5) RAILS a 1/2"DIAx7"MIN.LONG 4-WIDE UNIT END-JOISTS (5)148"00d1 X LS I I BOLT®B6'OC.. (2)2x8 SPF*2 FOR ROOF II (D SIMPSON LSTA21 STRAP TIE OEPANTMEW OFSTAT&CODES DIVISION SUPPLIED AND FIELD NAILS FIELD INSTALLED SOLE PITCH 4 or 7/12 (OR EOUAU SUPPLIED AND PIECED AIBANP,xr rant-0sm BY BUILDER INTO SILLBYa,�st.R m 'w'; yn Mvatl END-JOIST PLATE AND(3LOCKIING /h 1`lam PLATE A B B B HP9*or 12/12 OF BAND WITH STRAPU(S�1 WRAPPED `-'TSP ro�� IMETER RAILS FIRST FLOOR 26-31-WI UNIT END-JOISTS t� AROUND SILL PLATE AT 32"OL. wnam.w�namm. —amwamtnmaa,r (21 2x10 F*2 FOR ALL I I ALONG THE EXTERIOR SIOE WALL wwmm°�0,. ®e„m,md"I ROOF CHES SEE NOTE*3 BLOCKING TO SILL a"mywmm,0..®m SILL PLATE (NOTE,li0'M IDWALL LENGTH _ II PLATECONNECTION: _ FOUNDATION FOR 9-12/12 P AS 5HOWN) 162'X 3 1/2"06d1 r LJ 3"OG IEL TOE-NRILED-FD MODULE BELOW FOUNDR N HOLD-DOWN PER RPP 14-O' HIGH-WIND CALCULATIO FOUNDATION MANUAL. MAX CANTILEVER CALC REF(ppg 38 OF 35/35 MANUAL) INCREMENTAL ANCHOR BOLT(Sl FIELD CONNECTION - MOD TO MOD - 2 STORY ((pg s of 60 0"MRNURUU 1/2'x 16"AND SHALL BE D RAISED RANCH FOUNDATION A MINIMUM OF 7"IN CONC E (1)SIMP50N LSTA21 STRAP TIE OR EQUAL SCALE: 1 1/2"=1'-0" IS"IN MASONRY UNITS A 12" SUPPLIED AND FIELD INSTALLED BYHIGH-WIND HOLD-DOWN D RI CRNTILEVER DEL - FIE1 D MAX FROM EACH COR BUILDER INTO RIM BAND WITH (CANTILEVER DETAIL APPLIES WHEN USING WFCM A 5) STRRP(5)WRAPPED AROUND SITZ. SCALE: 1 1/2"=1'-O" PERIMLZER RAILS� PLATE AT 36"O.0 ALONG THE EXTERIOR 36" SIDE WALL EE NOTE*3 MATE ITNF SIMPSON HS OR EOURL ANGLE STRAP FASTENED TO .(5)10d NAILS DETRIL a5 DETAIL a8 SIDE OF HE SID STORY 5T WITH R CE x 1 v2'NAILS FIELD INSTALLED NA 148"O X 1 1/2" AND TO THE SIDE NA THE ST STORY CEDER PERIMETER BY BUILDER NAILS STALLED ARIL WITH(5)lOd NAILS ON BY BllIDER INTOPERIMETER BY BUILDER 0 RAILS SILL PLATE SILL PLATE 1201OPH 3-SECOND GUST BOLT 48"OC.. FOUNDATION INSTALIJ3)BY BUILDER SIMPSON L5TA24 TIE MRSTER SERIES OR EQUAL SUPP RND INSTALLED BY TORY WITH 0 IDB NAILS ONE AND TWO STORY MODELS (4)-d NAIL END 00)TO STRAP BY BUILDER CON i5 FROM FACE DETAILS FOR 110 6 120 MPH - 35G WIND ZONES OF 51U 0 UNDERSIDE M ND CZTl L PLA TIE OWN DTAIL - IELD OF R JOIST. MUNCY HOMES, INC. EXTERIOR SIDE WALL - 1 AND 2 STORY 1567 PR ROUTE 442 SCALE: NTS FIELD CONNECTION - MODULE TO MODULE MUNCY, PR 17756 FIRST FLOOR OF 1 AND 2 STORY UNITS SECOND FLOOR CANTILEVER DETRII FIELD SCALE: 1 1/z"=1'-0" DRN BY DATE SCALE REV. SFiT. N0. SCALE: v2"=1'-0" DATABASE REH 4-26-2004 SHOWN 10-22-2013 7a_2 (1l GIRDER P FIELD WORK lOd NAILS 4"OG 2x4 UPPER RAFTER . UNIT UNIT BY BUILDER SPF o2/01 OR NOTES MODULE TO E SIMPSON LSTA18,20g STRAP EOURL CUT-OUT -SITE OR EOURL 48"oc OVER RIDGE (2)l6a NAILS BY BUIL R WITH (5)10d NAILS EACH END PER TRUSS -2x2 LEDGER I NATURAL ATTIC VENTILATION DESIGN MEETS OR EXCEEDS ALL APPLICABLE CODES K-WEB COLLAR-TIE v' CONT GE VENT ° ° 0 2 WHEN CLG JOISTS OR TRUSSES DO NOT ALIGN PRE-FRB COLLRR-TIE OPTION AAV T TREAD CONT 4 16d ® H RAFTER --- -- W/STUDS,R DBL.WALL TOP PLRTE IS REQUIRED (MAY BE USED FOR MOST ROOFS LPO STD 2x CT) (TO BE USED FOR 31-WIDE, 9/12 ROOFS) STALLED SPF a2 °r- ° 3 FOR FASTENINGS NOT SPECIFICALLY N-5ITE BY BY ER 10d O S' OC ADDRESSED ON THIS SHEET SEE FASTENING BUILDER AFTER OR EOURL BY BUILDER ° _- _ __ SCHEDULE CONT RIDGE VENT ARILS REMOVED lOd® S'D.C. ° 4 FOR OPT CHRLET DETAILS,SEE SHT Be DETRIL "A„ COMPRESSION STRI ° 2x COLLAR-TIE FASTENING: FOR OPT SHED DORMER DETAILS,SEE DETAIL al, BY BUILDER ° o C2 2x6=[81 lOd NAILS/ENO SHY 7, C2 Zx8= IUD 10d NRILS/END w� 100% STRUCTURAL ADHESIVE MATING WALL x UPPER RAFTER 2.4 UPPER RAFTER o o CDVERRGE REO'D FASTENERS SPF /ul OR SPF a2/al OR w TO 8E INSTALLED 1/2 ON THE NO INSULATION RLLOWED OF DETAIL "B" EOURL EDURL �F= OPPOSITE ONE �F CE1/2 CF TOP CHORD. THIS DUE ARERTO BLOCKAGE OF A 9/12 OOF ------ ROOF SHEATHING R DETRIL "A" DETAIL "T W� ------ ---------- - �¢ ff COLLAR-TIE IS PRE-FRB, RDOF VENTILATION I SEE SHT 3c SCALE' 1"=1'-D" SCALE: 1"=1'-0" a� 01-SHRPED),FASTEN TO TOP ' CRP o� CHORD W/ (2)ROWS OF 0131" _ I 0 ORMER, INSLURTION BAFFLE MAY BE x 3"NAILS a 3"oc SEE 8e _ ENSURE ROOF REOD UNDER�VENTILATIONOF CONT O R DETRIL 12) 16d NAILS TO RAFTER w AFTER OVERHRNG IS rn IF COLLAR-TIE IS K-WEB `LL\OWERED. BY BUILDER IK-SHAPED),FASTEN 2x6 .'INSULATION SCALE: 1"=1'-D" y CHORD W/(12) 10dR TO NAILS/TOP BRFFLE END 6 FASTEN 2x4 WEBS TO Ix BRACING W/ (2)16d NRILS EACH FLIP RAFTER W/f4)lOd COLLAR TIE FOR 12/12.24-28-WIDE. NRILS/WEB (2)_ROWS_REO'D_FCR_9_6_12/lb_31-WIDE_ _ 2x4 _ DETRIL NB" _-_ BRACING REO'D FOR OTHER 9/12 OR <PITCH (2)16d NRILS TO 2x6 ER ROOF IS .1 PRE-FRB CCLLRR-TIE 3 'n PRISM),TBY BUILDER HINGE PLRTE 6 TRUSS (SEE DET B FOR EXCEPTIONS) N _ DESIGN BY TRUSS SCALE, 12 .. MANUFACTURER. FIELD WORK lx6 1x6 PRE-MRNIUFACTURED WOOD R 12 INSULATION.INTERIOR FINISHES,ELECTRICAL TRU55(BY OTHERS) AT 10d NAILS DIRECT TO STUD CONT 1x4 MATERIRLS, PLUMBING MRTERIRLS,ETC,TO 16", OC. SEE i BY BUILDER COMPLETE THIS AREA RPE TO BE INSTALLED TRUSS MANUAL FOR �J BY BUILDER IN ACCORDANCE TO STATE m DESIGN DRAWINGS i TOP ROW OF SIDING DETRIL °D" RND/OR LOCAL CODESDETAIL "Dn INSTALLED BY BUILDER MANUFACTURER PROVIDES WALL FRRMING AND 09/12 IECC STATES(8 NY)! 30"DOOR TO ENCLOSE STAIR OPENING ON RIR-BRRRIER BEHIND KW SCALE: 1"=1'-0" DETRIL "E" - FOLDING OVERHANG SITE BY BUILDER. SUPPLIED 6 INSTRLLED BY OTHERS. SCALE: 1"=1'-0" DETAIL 4'-O'SHEATHING G SPAN BOTH HALVES DETRIL "F„ DETRIL "G" 6-0"MIN FI TIE ASTE TOGETHER ON SITE BY BUILDER E�� FIELD FASTENING OF SHEATHING TO JOISTS 24' CAPE FLOOR TO TOS LATIOSIDEV& 8d COMMON OR ANNULAR OR SPIRAL THREAD NRIL SEE BHT 3cEl"OL.DIRECT EDGES 8 12" OC INTERMEDIATE STRIP, DET SEE 5HT 3. N SIMPSON MTS-12 STEEL ANGLE STRAP lI SEE w OR EOURL® 48"OC FASTENED TO NOTE P,6 10" MIN for MO THE BRCK SIDE OF KNEEWRLL ; ` 2x2 LEDGER STRIP OR JOIST HANGER WITH TH 148" x 1 THE 5/8" YP BD g�� Mw 2x2 LEDGER STRIP h WHEN BEARING SURFRCE OVER CONT, TOP PLATE(S) INTO THE SIDE OF THE TRUSS �� OR JOIST HANGER WHEN BEARING Jt/ - BEARING WALL IS LE55 THAN 1 1/2" BOTTOM CHORD AND K F I/2".GYP BD (SEE NOTE 2) NAILS INTO THE HACK OF THE SURFACE OVER BEARING WALL IS AL CONT 5/8"zl 1/2" KNEEWRLL STUD ON SITE BY LESS THAN 1 1/2" N STRIPS BUILDER �1/2"OR 5/8"GYP BID q P" £ CONT TOP PLRTE(5) 09/12 IECC STATES(- NY)' 3 o- (SEE NOTE 2) NON-STRUCTURAL AIR- { \£� O BRRRIER BY MODULAR 2.6 ® 16° OC CONT 2"WIDE c £ 1/2"GYP BD MANUFACTURER GEE BHT Be FOR SPECIES, OB STRIP 3a Boz GRADE 6 OC.SPACING 076j31 �4+ 1/2"x3 1/2"CONT BELT m m z3 R IL,CCNT ALL £ 1/T'GYP BD WRTER-RESISTIVE DETAIL E" DETRIL "G' �seSTt��°q RAIL,ALL BRG VfLLS(DPT) ERG 5 fOPTJ ra BRRRIER SCALE: 1"=1'-0" SCALE: 1"=1'-D" INSULATION W/VB 2x 16"OC TO WARM SIDE VINYL LAP SIDING - SEE 5HT 3. FOR SPECIES,GRADE d 0.0 SPACING SEE BHT 3a 5/8"T1-IL SHTG/SIDI OVER SHERTHIN3 35"MIN. A/OE-�NRIILED Y 10 JOIST HANGER S DETAIL "H" FLOOR SHEATHING CONT SINGLE DBL EXT PERIM SEE SHT 3c BOTTOM PLRTE " NG RAIL (TYP) SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL BY BUILDER BOTTOM ROW OF ppmu1 - ll_ FACTORY WORK SIDING BY BUILDER SEE HT Be JOOIST /FI 1 INSULATION W/VB SPECIES, GRAD C SPACING DETAIL °I° 1/2"DIP, BOLT 48"OC, LDER 16d TOE-NAILED IN WARM SIDE BY BUILDER "OC 2012 IRC) a 16"OC BY BUILDER (12"OC 2012 IRC) SEE BHT 3e 4 5 OR £ MBERS 'O SEE BHT 4.FOR DETRIL "H" T IL " " DETRIL "I" FOUNDATION DETAILS 6 SPECS SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 39'M=N SEE SHT 4a SIELD WORK CL(�/IcNM-0T2 (U2CVWVSSTI�"1K OF MODGLS FOR STAIR DETAILS r ---- -- -- 6 SPECS 60 STAIRS BY BUILDER a2/e1 OR Mf3B7-02-010 2X6 SPF DEEPARTMENT OF ST E CODEES DIVISION 2x6 -TOENAIL(3)I6d NAIL ERCH I Sumpp�mapp AL A YS smm31-0.1,mcomponsrrt RRFTER BY BUILDER I 141387 2.9f3.�-lz (Z-fS-/H� _ 2)2x6 SPF-2/-1 W/S/2"OB I 1 Man°(achmfs No ADd�I�mN° Dab DlApprawl ( SPF °2/n1-u/1/2"OSB NOtIGE TM appmoluapgimbb pMybdtmammpvrenapf dielmary mmubtlumd 2)16d NAILS EACH RAFTER HERDER MAX SPANS: I I ouimipsmatareraeedabassememdbmaranaymm"keeenkaly ms BY BUILDER -7 epmWisM1aO mr.euea vs manuheee rrmrrewanmary ladeww"a.e"m,a SF SNOW= -4' I I�POST BY BUILDER T PORT ""`yvn 1ipin q'ap d°O1^'a'p TYP CROSS SECTION 2x6 FASTENED TO 50 SNOW= 6'-4" A°nvmraumwpamrvmra..e.eereappwygmemltodoEAbiu°erloaea PORCH RAFTER _ 1300 Ibs FOR SP HOWN SCALE: 1/2"=1'-0" 60 OPP5F SN 5'10" I I I INSULATION W/VB TO WARM SIDE 2x6 FASTENED TO u_ I R°1n rdmun— dfm SEE SHY 3a ROOF TRUSS (SEE SECT 34 IN FOR DETRIoLS. BY FACTORY MANUAL FOR OPT.SPAN R SEE DWG 37 OF I SET-UP PROCEDURES SCRL -0" RaFSFX ETRIL "K" In 4 MEMB HINGE PLRTE 6 TRUSS @®®'.°" `° 3-SECOND V® � SEE 5HT 4a FOR 6 DESIGN TUQ 2z6 c2/u1 OR EQUAL FOU(�IDgTION DETAILS 6 SPECS MANUFACTUREROC-60 PSF SNOW ZONE MASTER SERIES 12"0.0 -90 PSF SNOW ZONE ROOF SHEATHING CAPE MODELS SEE SCHEDULE BHT Be DETAIL DETAIL "J" CROSS SECTION TYP. C CROSS SECTION SCALE: D" MUNCY HOMES, INC. 1567 PR ROUTE 442 LE: 1/2"=1'D" MUNCY, PA 17756 DRN BY DATE SCALE REV SHT NO PORCH OPTION DRTRBRSE NRME MJL 3-22-91 SHOWN 10-01-2014 7b 07\76 r y � [)ETTA-S-1 A.CONNECTION DET 71 SUM E JD�A 2 4ER FIELD WORK NOTES AND SETUP MANUAL EXTERIOR WALL ONLY L NATURAL ATTIC VENTILATION DESIGN MEETS OR EXCEEDS ALL APPLICABLE CODES. 2. W/�STU051 JOISTS DB.WALL TOPEPLATENIS REOO''DN SIMPSON H8 OR EQUAL STEEL ANGLE STRAP STENED TO 3. FOR FASTENINGS NOT SPECIFICALLY CONT.RIDGE VENT SIDE OF SECOND STORY J015T WITH 6)_10 1 1/2"NAILS ADDRESSED ON THIS SHEET SEE FASTENING FOR ON-SITE FASTENING, SEE TYP. AND TO THE SIDE OF THE FIRST STORY G PERIMETER SCHEDULE. CONSTRUCTION DETRILS, SHT 71. SEE CONNECTION DETAIL a1L SHT 71 SEE CONNECTION DET 6,SHT R RAIL WITH 6)10d NAILS ON SITE BY ER 4. (NY)FOR UNITS LOCATED IN SEISMIC DESIGN SEE ALSO SETUP MANUAL. CATEGORY DO AND THERE IS R CANTILEVER,AND THE ___ RIM JOISTS ARE SPLICED,THE RIM JOISTS SHALL BE -- ------- -- -- SPLICED USING A GALVANIZED METAL TIE NOT LESS THAN GASB INCH(16 GR)AND 1 1/2°WIDE FASTENED WITH(6)16d NAILS ON EACH 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 5HT 3c PRE-MANUFRCTURED WOOD TRUSS THE JOIST 5PRCE AT WHICH THE SPLICE OCCURS (BY OTHERS)AT 16", FULL-HEIGHT BLOCKING FASTENED WITH(8)l6d NAILS ON EACH SIDE OF HINGED @W O.C. SEE TRUSS MANUAL AT EDGE OF CANTILEVER THE SPLICE FOR TRUSS DESIGN DRAWINGS SUPPORT. BLOCKING FASTENED 5 SEE PAGE Ba FOR ALT.FLR/CLG CONSTRUCTION. 12 E"W�-5 TO JOIST WITH Ol Bd NAILS EXTERIOR SOFFIT PER END OF BLOCK 7 INSULATION WN8 APPLIED ON SITE TO WARM SIDE SEE NOTE a4 --_ _ SEE BHT 3e ____ __ _---_ 2x10 PERIM RAIL MM —EOR-OVERHANG DETAILS, -- 5/B°GYP.BO y LR J 5�DETAILS a4 AND a5, CONT. 5/8"xl v2' OPT. F O R OVE2HRNG D TR oe STRIPS CONT.TOP PLRTE(S) DETAIL "R" _ SCALE: vz"=1'-D" (SEE NOTE 2) CONT.TOP PLATES) (SEE NOTE 23 1/2"x3 1/2'CONT BELT 2x4® I6"OC. RAIL ALL BEARING SEE SHT 3. FOR SPECIES,GRADE d O.C.SPACING WALLS(OPT.) 2x6® 15"0 C. 1/2"x3 I/2"CONT.BELT ARIL., F SEE SHT 3c FOR SPECIES, ALL BEARING WALLS(OPTJ 1/2"GYP BO GARDE 6 O.C.SPACING 1/2"GYP.BD. COSING NT. LE BOTTOM PLATE INSULATION WNJ3. TO WARM SIDE V/ FACTORYINSTALLEDINSTALLED MAY EGID FORM SULRTION DETAIL "B" FLOOR SHEATHING SE BHT 3e SUBSTITUTED FOR BATT INSULATION �/ �SE BHT 3c FLOOR JOIST SE SHT 3c FOR SAE, SPECIES,GRADE 6 OC.SPACING CONT 1/2° T 5/8"z iuuuvvut 1 P. OB STRIP 2x6 SPF(S)a2 OR EQUAL®16"OC OR 24°OC. (TYP.AT ERG SUPPORTS) SE NOTE a5 5/8"GYP B0. CONT S/8"z1 LP 10"MIN for M0. i� II (1)SIMPSON LSTR18,20 9e. INSULATE OSB STRIP DETAIL C STEEL STRAP OR EOURL B 48°oG 18" COM.TOP PLRTE(S) CONT TOP PLATES) 9° >Z WITH 0 10d NAILS EACH LEG. INSTALLED (SEE NOTE 2) 6E NOTE 2) so 2x4 OR 2x6 LRT. II II BY BLOR 2x4=6°O.C. �>_ BRACE 0 8'-0° DETAIL A f 13 SE SHT 3c FOR ,�,m j OFF OF FLOOR IO SPECIES,GRADE 6 °� (9'-0"CLG OPT.ONLY) SCRLE: 1 1/2"=1'-D" = OC SPACING - �- 1/2"x3 1/2"COM.BELT 1/7'x3 1/2"CONT.BELT E£ RAIL,ALL BEARING To RAIL,ALL BEARING _ 2.5® 16°OG WALLS(OPTJ - WALLS(OPTJ m m SEE SHT 3c FOR SPECIES, o. hldl� GARDE 6 D.C.SPACING IM (1)SIMPSON LSTR18,20 9e. WRTER-RESISTIVESTEEL STRAP OR EQUAL s 48"oc. BARRIER WITH 0 10d NAILS EACH LEG CONT 3"WIDECONT 36"MIN. DETAIL "E" OB STRIP W/LEDGER(OPT.) SPACE RESERVED FOR THE NEW YORK-STAMP OF APPROVAL BOTTOM P�E DETAIL "D" FLEOOS.l RTHING CONT.3"03 STRIP W/LEDGER(OPT) 0)SIMPSON LSTRIB,20 9e. STEEL STRAP OR EQUAL a 48"o c. f, 2 5 WITH(7)10d NAILS EACH LEG. 16d TOE-NAILED 0_STA12 STRAPS FOR ALTERNATE ol�aam+wroFslalE,ca°esorvwe8 FACTORY WORKa I6"OC..BY BUIlDER 2x10 MM RRI.S CONSTRUCTION SHOWN PG Bel A)BAW.W12231-Ml SEE BHT Sc JOIEFOR SIZE. SIe�oIxPP�°�'al lo,aby�Im,MbOAuC I 16d"0E-NRILED M13Ps� ?AIR�[Q} 2aA SPECIES,GRACE 6 OC.SPACING FIELD JW.RK I6"OC..BY BUILDER INSULATION WN.B. ANGER JOIST HANGER TO WARM SIDE (fi)MEMBERS LEDGER OR 2x2 LEDGERSEE SHT 3a NT.ONOTEaS) WOT�HIM LONT. SHEATHING SHIPPED S 2x10 MIN.RAILS INOTEaS) LOOSE FOR THOS AREA 1/2"DIA,x7"MIN.LONG 2x 0 MIN.RAILS AFTER INSTALLATION BOLT a 99'DC., (NOTEaS) OF UNITS,BUILDER INSTALLED BY BUILDER INSTALLED OB STRIPCONT.3"OB STRIP SEE BHT 4a FOR FOUNDATION DETAILS 6 SPECS SE SHR 40FOR STAIR DETAILS PSON LSTAIS,20 ga.6 SPECS. 36"FTM STRAP OR EQUAL a 48"o e. STAIRS BY BUILDER WITH(5)10d NAILS EACH LEG. DETAIL "B" DETAIL "C" SCALE: 1 1/2'=1'-0" SCALE: 1 1/2"=1'-0" En TYP. CROSS SECTION 0) N LSTR20 ga. CEDAR LRP OR VINYL LAP STRAP EQUAL OR EQUAL®48°o c. SCALE: 1/2"=1'-0" WITH(s)10d NAILS EACH LEG LRP SIDING OVER SHTG.OR 5/B"T1-11 SHTG/SIDI1G JOIST HANGER - DIRECTLY TO STUDS INSULATION WNB TO WARM SIDE SE SHT 3a A120MPH 3-SECONDOUST DEL_EXT.PERIM. P.A1L(TYPJ - MRSTER SERIES L,:::::::::::::FSE SHR 4e FOR (4) �.R BOTTOM ROW OFTWO STORY MODELS SEE BHTIDN DETAILS b SPECS. SIDING INSTALLED 1/z 0 1/2"LONGBY BUILDER CROSS SECTION IIAliNITM BY BUILDER 16d TOE-NRIED MUNCY HOMES, INC. _ e 16"D.C.,BY BUILDER 1567 PR ROUTE 442 MUNCY, PR 17756 TYP. CR CE CROSS SECTION p TRT "D" DETRIL "E" IDRN BY DRTE I SCRLE I REV. SHT. NO. SCALE.' 1 1/2"=1'-0" DATABASE7 NAME MJL 3-22-91 SHOWN 10-22-2D13 7f yi • DETRTL #1 (31 10d NAILS, 16"O,C ON SITE RIDGE TO RIDGE DETRIL #7 DETAIL #11 FIELD WORK 4 6 5/12 Q8W MAXY 5IMP50N LSTR36, 209 STRAP OR /12 (28W MAX)' SIMPSON LSTR36, 209 STRAP OR FIELD WORK EOURL OVER RIDGE 6 FLIP CONNECTION a 48"oc EOU ER RIDGE 6 FLIP CONNECTION FIELD WO la 48"oc. RIDGE BERM 16d NAILS IN 3 1/2'OC MAX WITH (5)lOd NAILS PER LEG INTO TRUSS(SITE) RIDGE BERM CONT RIDGE VENT, SEE NOTE al MAX.WI 10d NAILS PER LEG INTO TRUSS (SITE) (3) 10d NAILS 16"OC ON SITE RIDGE TO RIDGE HORIZ PLATE TO VERT PLATE EOURL OVER W7 6 5/12(31W): SIMPSON LSTA18,209 STRAPS OR 2x4 SPF E'3 OR EOURL EQUAL OVER7/12(ALL )RMG 12 F IP CONNECTIONS 19 48 VETRIL #1 IL #2 NOMINRL LUMBER 2.FLOOR JOISTS OR MAR ALL ET TL #g THE FOLLOWING ROOF TYPE/HOUSE WIDTH5 NOTES SHINGLES AND FELT AT BREAK PREMRNUFACTURED WOOD FLOOR TRUSS ARE LIMITED TO 7'-0°PORCH DEPTH(mnx): BY OTHERS AT 16"OR 19.2"OC $'-D" (fl')BX) • ARE SITE INSTALLED BY BURGER SIDE WALL -7/12,28 6 DEWIRE MONO ROOFS-120 (6)6d NAILS PER SIDE SITE INSTRLLID BY BUILDER SEE TRUSS MANUAL FLOOR G -12/12.31-WIDE CAPE ROOFS-120 MPH, L RIDGE BOARDS ARE INSTALLED A MINIMUMVENTILATION.OF 1°BELOW , R TRUSS DESIGN DRAWINGS PERK OF ROOF TO ALLOW FOR ATTIC VEIYTILRTION. METAL STRAP HINGE 2. PORCH CRLC'S PROVIDED IN SECT a25 OF APPROVED MANUAL _ 1/2"x12"PLYWOOD GU55ET SITE INSTALLED BY BUILDER MODULE MAY BE BUILT FULL-LENGTH 2x4 SPF a2/al s 24'D.C.35 PSF G RATHER THAN THE PORCH SPANNING BOTH MODULES IF PORCH SPANS B 2x4 SPF n2/al a i6.OG 50/60 PS G5L I-BERM HRNGEP-W GER MODULES,REPEAT SAME PORCH 2x4 SPF n2/nl®12'0.C.90 P5F L STRIP OR 1.5 GER CEDAJG JOIST FASTENING IN BOTH MODULES. ]2 Zx8 JOIST(mW RLL E GIRDER-TO-STUD COLUMN 6 TUD COLUMN • 3 ( SEE CHART�B OWST CONN TION"E'. 2x3 SOFFIT SUPPORT RLT. FLR/CLG DETAIL MODULE SITE INSTRLLED (ll 2x6 SPF n2/nl SCALE 3/4°=1'-0' G INTERIOR FLOOR RIM-T OUNDRTION 35 PSF G51_ CONNECTION°G". SEE T BELOW. I21 2x6 SPF a2/n1 2x3 NAILER 50/60 PSF GSL DETAIL #4- D ROOF TRUSS-TO-GIRD CONNECTION'D". f2)2xe 5PF a2/hl SEE CHART BELOW. 90 PSF GSL t i E GIRDER-TO-STUD UMN CONNECTION'E". MANUFACTURER SUPPLIES R]DGE PERFORATED SOFFIT SITE INSTALLED i i VENT FOR FIELD INSTALLATION SEE CHART BEL. . 2x2 NAILER,ENDS ONLY.SITE INSTALLED ' MALUM.COVERED BY OTHERS AS PER MANUFACTURERS _ _ __ $ _ i 1 BLOCKS INSTRUCTIONS O rn� to NI F CONNECTIONSTUD Co W SEUNDATION E CHART BELOW. SUP.PORT_COLUMNS__Tc0"_MAX.-35-PSF GSL t _i _ 8'-0"MAX.-50,60,R 90 PSF GSLIV L --- __ SUPPLIED AND FIELD INSTALLED I7 rl �I r� - BY BUILDER.COLUMN MUST BE ABLE .n ,n TO WITHSTAND AXIAL LOAD OF 1200 LB. FIELD INSTALLED RIDGE VENT DETAILS SCALE: 1 1/2"=1'-0" ALL MEMS PERMANENTLY EXPOSED TO THE ELEMENTS BE PRE55LRE TREATED, 4 or 5/12 HING PORCH 00 F L 0 sc E: 1 1/2"=1'-0" PORCH FL COLUMNS,FLOOR,RRIL ETC. THIS ROOF I3 5 FOLDED BACK UP ON HOUSE (NOTE n21 ETA # PREMRNUFACTURED WOOD FLOOR TRU55 MRY BE VIDEO AND INSTRLLED BY OTHERS ROOF AND INST ON SITE B7 BUILDER BY OTHERS AT 16"OR 1 9Z OC MARRIAGE W MODULE PORCH OR MRY PROVIDED RNID INSTRI I SEE TRU55 MANUAL MMRNUF TTURER WHOLE BY TFE MODULAR S E WALL FOR TRUSS DESIGN DRAWINGS FLOOR DECKING DETAIL #7 \\l� - TYP 2ND FLOOR R OOF TRUSS-TO-HEAOER CONNECTION°R. - �r umir u"'ir SEE CHART BELOW. SND COLUMN-TO-FOUNDATION FAM HANGER,W000 LEDGER I-BERM HRN - - --- - -- CONNECTION'C" SEE CHART BELOW. SW OR JOIST HANGER OR J015T CEILING J ST STUD COLUMN-TO-FOUNDATIONC B HEADER-TO-5TUO COLUMN CONNECTION°S" CONNECTION"C". SEE CHART SEE CHART BELOW PR MANUFACTURED WOOD TRUSS D10W. (BY 0 5)AT 15",19Z OR 24"O.0 SEE 5PECIFICRTIONS MANUAL /RlL FOR TRU55 DESIGN DRAWINGS END PORCH CO ITION - PLAN VIEW PREMRNUFACTURED WOOD FLO TRUSS SCALE: 1/2=1'-D" BY OTHERS AT 16"OR 192" FASCIA SEE TRUSS MANUAL FOR TRUSS DESIGN ORR S 2x4 OR 2x6 TOP P TE SOFFIT i TYP 15T FLOO SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS BLOCK 4—p�1 l/2°x 9 1/ MIC M BERMS FOR 60 PSF GSL ROOF TRUSS-TO-HEADER CONNECTION°R° ROOF TRU55-TO-GIRDER CONNECTION'D° RLUM OR VINYL (3)1 I/T'x 9 1/4 MICR BERMS FOR 90 P5F GSL i i WIND HOUSE WIND HOUSE SOFFIT(VENTED) SUPPORT COLUMNS-10' OC SUPPLIED AND FIELD SPEED WIDTH CONNECTION SPEED WIDTH CONNECTION INSTALLED BY BUILDER L MUST BE ABLE TO WITHSTAND AXIAL LORD 00 LB TYP SILL PLATE I-B HANGER,WOOD LEDGER 28v NAILS FA HT ORP WITH(7)10dz13' 90 6 28-d LU5210 WITH(8)10d NAILS IN GIRDER, TYP SEC ON HRU CRRPORT PROVIDES BEARING SURFA OR JOIST HANGER - 90 NAILLSTRiB STRAIGHT-STRAP WITH(7) 100 31v (4)10d IN TRUSS (2 31v NRD-5 EACH END. P8u HU528 WITH(22)10d X ISNAILS ALE: 1/2"=1'-0" STEEL COLUMN CTYPJ - 110 IN GIRDER,(B)IOd X 15 IN TRUSS Z MT516 TWIST-STRIP WITH(77 10 O HUS28 WITH(22)SOd NAILS IN GIRDER, O NAILS EACH END(EXT SIDE HD 6 �--� 31v (B)SOd IN TRUSS.fOBL GIRDER REO'Ol _swa H 28v H2.SA TWIST-STRRP WITH(5)8 ~ OPTIONAL FLO RUSS DETRILS too 6 NAILS EACH END(INT SIDE I L) p 28"s HU528 WITH(22)SBd NAILS IN GDRDER, 3/4 '-D' W 110 LSTR18 STRAIGHT-STRIP (7)10d Z 31v (8)Ipd IN TRUSS.(OBL GIRDER REC9) g DETRIL #3 FASTEN VG-E Z 31. NRILS EACH END EXT S11 IDE R),S Z MN"Cjlllll„. ! CONT.RIDGE VENT Z NOTE: H2SA TWIST-STRAP WITH( Sdx15 O SEE NOTE nl DETRIL #9 TAR IS RP TO ROOF DE ER FLANGE SKYLIGHT IS THEN O NRILS EACH END ONT 51 HDRI U -FO DOUBLED-TRUSSES,INSTALL HU5210-2 FOR MONO ALUM FASCIA PUT INTO CE ONO NAILS ARE 0 BE INSTALLED THRU FLANGE AS U TR S,'AND LU528-2 FOR STORAGE TRUSSES _ PER MRNUF TAR RPPLIED TO 6 15-FELT INSTALLED 28v MT516 TWIST-STRAP (7)10dx15 -FOR ORAGE TRUSSES ONLY,AN LUS210 HANGER MAY 51INGLES INSTALLED W/STRP UP TO FLANGE 6 MORE NAILS EACH END EACH IDE HEADER BE TITUTEO FOR HUS28 HANGERS SPECIFIED METAL STAR IN OVER FELT 6 SHING 5 PRE55ED IN PLACE L20 LST17 STREACHAIGHENOT- WITH(7)SOd GIRD -TO-STUD COLUMN CONNECTION"E” AS I31v MTS 6 TWIST STRRP SIDE HDR), 10 dx15" - SPEED HO E CONNECTION SPRCE RESERVED FOR THE NEW YORK STAMP OF APPROVAL MANUFACTURERS NAILS EACH END SIDE HDR). Lil TOP CHORERFORATED SOFFIT SKYLIGHT D RIL Y,ll'L CURB HEADER-TO-STUD COLUMN CON CTION'B" 90 28v (2)LSTR18 STRRIGHT-STRAPS WITH SCALE: 1"=1- SPX' WIND HOUSE 31v (5)10d NAILS EACH END. • m SPEID WIDTH CTION H30D 28v 6 )LSTR18 STRRIGHT-STRAPS WITH DEPMWENTTOfSTM,CODESomswx 90 2Bv 6 f2)LSTA18 GHi-STRAPS WITH U 31v 10d NAILS FACH EN0. SdmpWnpprovattmaa�ctretaadm o®tp 31v (71 10d NR]L EACH END. W (2 STR18 STRAIGHT-STRAPS WITHMI Qi B720H3-/OS l2.Z28v 7) d NAILS EACH ETID. "'r'm1Oaa'FLASHING 28v f21 LSTR18 C-liT-5TRAP5 WITH Z llDf37 LTAlg STRAIGFIT-STRAPS WITHU [7l lOd5 EACHEN0. O 31vLLJ 100 _ U f5)10 NAILS EACH EN0.Z 31v (3)LSTA STRAIGHT-STRAPS WITHDET L (6)IOd 5 EACH EN0. 28v 6 (3)LST B STRAIGHT-STRAPS WITH O 120 31. (5)10d S EACH END. U 110 6 28v 6 (3)L Alb STRAIGHT-STRRPS WITH 7/12 ECRL 1 L2'=1'-0" 120 31v (7) d NAILS EACH END. Wp.Ip�HOUSEUMN TO FDU RTION CONNECTION"F 2x4 MIN BLOCK STUD COLO Of0UNDATION CONNECTION°C' LL SPEID WIDTH coNNECTION 7/15"AGENCY RATED SHEATHING OR EOURL WIND HOUSE OPT al-M M40 FND STRAP TIE PRE-CUT FOR SITE INSTRLLRTION BY BUILDER - SPEED WIDTH CONNECTION Z WITH(147 I6d 'ERS IN COL, U OPT al-H5TCM40 FND STRAP TIE O 9p thru 26v 6 (101 I/4 x 2-L TITENS IN ONO. TI-11 SIDING OR EOURL SUPPLIED PRE-CUT FOR INSTRLLFlTION BY BUILDER 2x4 MIN.BLOCK Zp 90 6 2gv WITH 04]I6d SINKERS IN COL, U 120 31v OPT tt2-LST1-DB FND HOLD-DOWN (10)1/4 x 2-1/4 TITEN5 IN FND H 100 "OR„ WITH(20)Ed SINK NAILS IN COLUMN. DETRIL #6 BLOCKING ALONG TOP CHORD U OPT a2-LSTHIDBRJ FND HOLD-DOWN FLOOR RIM JOIST-TO-FOUNDATION ONNECTION"G" D B" 5/12 - NAILER.OF SBLOCKING 155 FOR 7x4 Z WITH f20)8d SINKER NAILS IN COLUMN CD 5WIND ® HOUSE CDNNEC N AT 16"OC MAX AND IS DTH Z OPT ni-MSTCM60 FNO STRAP TIE REOUIRm FOR R MIN. O WITH R6)16d 5INKERS IN COL Z f2)FSR FND TWISTS 5 WITH(8) FOR ON-SITE FPS S G LL OF SO P5F U UL 4)1/4 x 2-1/44 TITENS IN FND. ZO gp thru 2gv d 10d NAILS IN RIM NST. 1/2" ANCHOR BOLTS IN FNO P FSR. CONT. DGE VENT S DETAIL NE 71 120 PT a2-LSTH010RJ FNO HOLD-DOWN U 120 31v FNND NE WSALL,ONELFSR INST ONON INT FCONTINUOUS VENT SEE a1 R SNOW DOUBLE TRUSS EACH SIDE FORIN ITH f281 Bd SINKER NAILS IN COLUMN. THE EXT OF FND WALL �J �(J //�� Bg GUST 2 ES OF 40 A MAX.LL OF 80 PSF.SNOW � NPH 3-SIECOND GUS u 2x4 TRUSS TOE- 0 I6d NAILS PS MAX ZONES EXCEEDING 80 PSF LL FROM 8 TO 2x4 RAIL SHALL HRVE l3)TRU55ES EACH D E WIDTHS LESS THAN 2S FT IN WIDTH TO USE 28 FT CONt,ECTION SPECS. SIDE 2) QRST CASE'CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS,PORCH - MASTER SERIES -- 22 1 AX 22 1/2"MAX NUMBER OF TRUSSES SHALL BE DEPTH R D SITE CONDITIONS. SEE CRLC MANUAL SECTIONS 2563 AND 256.5 FOR SPECIFIC SIDEWALL CONNECTIONS CONTINGENTS. UPON LL RATING SEE CRLC MANUAL SECTIONS 256.3 AND 2564 FOR SPECIFIC MATEWRLL CONNECTIONS. RLL MODELS SIMPSON CONNECTOR VALUES USED ABOVE OTHER CONNECTORS WITH>OR=VALUES MRY BE SUBSTITUTED FOR THE VE FARMING DETRILS MUNCY HOMES, INC 1567 PR ROUTE 442 DETAIL T" OR 7/12 TRUSS RT "OC 5 OR 7/12 TRUSS AT 16" OR 192" OC. MUNCY, PR 17756 /_CIlQN TU OFFSET ROOF FIELD WORK AC SCALE: 1 1/2'1'-0" TYP ATTIC CESS AND SKYLIGHT FRAMING DRN BY I DATE I SCALE I REV. ISHT. NO. SCALE: 3/4'=1'-0" SCALE: 3/4"=1'-0" ATASENAME MJL 3-22-91 SHOWN 10-22-2D13 Sa 08\Sa 3,'"1€..",# b `�'.wwt,L:,f2 ,S'sS'.F'SU'':'..a>�:3 t R:.�e' %�:�..^.:•x«; CL�tif:"tifar':'� €�3?f�'">"z4 P:'£ii::ia..,.""Z ,• '. {'�-P _ °»:.vE.$Tr'TF?r..:F,.,r?:F.=,":.'+`N ,'€'.:x" :'fs:T-!:'> � L^✓)•,i €_._ 'f- .sY.: "sa.€ �;.0 R i'•�`'t.. 6.SPF" a£'im;, t Ev,::? 15`v.� # : I:tz?."fr< 'S C. •f::^i:.. ,/ WN t•S<atmf�'_s_`aa•�=lM-....-. ./ ��/ 3'.^#' ic3 S%:'vdZ,di>is�.:"'>,'-Ss�•-.a. f ::%:4r g' \`+� / ^-`¥;::�,:�:i,5',s"'c'f`_M>*�2�t?.. 's2:s:::a', r t^-S''`- t. "%a - 5sn*-\ /_r,,,/ K?•TrtiS ,...- "--� _-_..• I...".,.. ........--........_e-..»M..,._ .. /' Tic :s/f ,.-2?;'k»""as=.€5.t'" Y4'r.Y'S x.i'*• C...»N"i:+ i ,__-_>€ —.�,--"•�• __— ,- � _ r.r" +`., _.__,_.... _.._.___=t..�x..c`..._......._•,. -ye Y :.,�,:r'£°:.�y c.�::,n�,"i,.^.Y:,..<"a�4 .•c is'ZC::w-:Y ..Ffyr ,s✓,,.r ",.,., "h`h _._...�. , fSfr'f' .,. w..- I€E � .'ti. \•i ....._.�_..._—#rkff:%f' N MOM .. # `i � •sfn�i. � � # Z � � r..""[.n..Nvs•.:i5 '=Si✓:"i.^:� L<'... 117 N 1=2APTE i:'a msSsw=u;.^<.._, <1 . 1jj < r:srssr�fr fr ,,,NN"` :ii «Ef1:A?5;.,^a ""F "a, .;%ff%r%fy* N'''"✓ f.5ri?s.^<,zzPs s•'•;:i'.I:.. [ w. f�;t .r,••,N""' :4 PLf"'C•4.:G:aj?.aS.,�,` _€ nr%srt<' �„N' ?e?C^x •s. .,.,. �'v i� r.caE;•;??.,,r- � f•frrN NN•f,N" `�Z�a ,f �`str%� „q•r""^"NN i '`r'�'._°..�'�i,afn`�' �a�:�sw L&2 2x" -'` J s•'a"f +"5:-C ^_ 4 .£.^.'1f`f_� -- ^--- "-- :r'4 .F,L> U;.::"w €.n [;('r'.F' .'.Y i'AF?�A' m- , >:, Fr...- 5#'«<`,:i Fr--' € ffrF..r.'^.,.N`"`N,• t3Y G" x$511•.•+v .i4ai�''.H.Nhi%DC ,.»--:• r _ Py;+C{.'+.''.' :.»T.i W13 ; •'7^w„y Ago"' 'r .,,,r' p.,.,,,.,,,�, .,•..,,�,.,,�,��....„:f2;'fit` '.<`".?F."a'3 �'Rda.. � �....._ f3?awk?x'T£:^F>,:�.i.;_ . N•N I _ .v,.,..^, £�n'.{.' v-a:,.K€1.!i ^' ,�� Y•£A � K• Y M'Zt'. P a 3:B�,a.S .'vw•'yi.P'wK�. �. a'Y'wz'w- F."� '• r .� r _ ucr. x• JG,;.."..w.„H.:!;,a'_.s..-..:f ,.. .,>\ %/ , t,.�.�`:..�. ,l/Y'�P'w :�>,:<� C'kr `•,# >Fy`....".w+'...w..v °Kiw?'{ �'v) - 'M.� f/.._.�` . _,�......__• __ __"...,..._...._.__.._v,.-......,.�-............ ...... ..-........_....,.....,........... C.^x max ' m.� 444 , ' •� Y AiL ...PER � 5"2S�P "�25",Qxz ia rfc£FF- - f. x.` -:. .2,3 fir;a? ..'^n;� 'E Ct FCR:'-,R'i`:'�`W ` 1..._g .;�'pe=r r cx.�"`....aeen�>:E`Se',p•,k.� R F � 'SCK Mt Y V 2-6 S�m.2>d2 Iry 2A Ste•ra2Jg; 50 9C F (F tJ; '.{�•=aY 57 :1;L`':' i x-°' ., ` [�_ °F_ ,ti-•a,•�--,,a;�:£r, rj �'^";•-.-.._,__,.•.�_ -� ;"."'"'.V # r„•,•,. M€A�".i EDF WKE” Y:-z-a.:. •n^.3g3'CQ 2a' J ( R t,+ •'v „�„. € ..r.,3,^- �,�_ ^':^:c_s . `••.�_ a �"�-^'---'- .,,.�.•,_ ; " £ •e- t Lits . .u. ...>+ F a , NE i! s'- h ^ aR r .- .,,••" ^R.aT•n,Y j' �x {:: �?.2.n t GiFn�� $'S"x:`Y�.,.iT C: Rut"r F�'✓:;r:^,s IPbE:C; \� / �. :pKE^M.^-.3I=CTS-,`_•7':a:'�Z:75,, t i i - .. [:<'^4'$-9-4-Or.Y'�'-R."z>- L' ( :$�` `•'Es;33#37 :8 18Z-OR M$" ,.g' rr., aY c+v:a>; _7+"b m'V '?3;r Y y.,.�:::M£•t.'i:i.a`..5 = "SFG::_wh� ,-r =:t;'"sL..a�•«;:'�:':is 4P[^,�=`.> CLIV Y>ST'P-E �73 ;`T =ry^;2�PXA-L.:D V' iter Gam, - > f -F F`• w €F> moi; - RE? my 5>x.ra<a l.:>, >, ' .f>J H:'�" PON fF;Ef a# i FGR w?,SCz<_4'S,,,.. s. J .�•>�`•.. ��'�,• ,. _ cTw2� _ i u'>�£CT T&i re„y' S'«. lG=:,''i ., „ =.Z; ,i"4FT'£.0±r.{ zmi TS C," v4 S mac,.'S'' CMWT WAR R €( W^ `RSC,€.';KKK ,i r^i'.rc R�F'E2.� »7 hew=PER s e } �"•,...-.ix8#r:',."f-i `� >_y 3 b Pyr:-,PAIL G'k-E;>ZESF-Rdm:z k 71''Z..NEW 'ef'_.K S'�%`n v cpzKC'i3r_ Ex'Ep"Ce li s c-rim r>ii € �i;,L"' -•-.' £ ?`^2xs.7R' k �:.. ::^:.....^u '..'>'w'L'SX �• E'er_ "-�..a"^--t ,�,,.,_ t � "- �_K, € _ _ _ r "'%',^1 ,_ 1i'zt kv1..i.c;-,.,• x3 0 AMY FSR".E F:^>t• _ �', { _ G• S" C0F'aT2rtaEnT OF SYn;HCCDEst€ro CF _.E KR0-z« :Fa#^�q,^,..a.w Zx3 5G+"=€;• �' _ s•.i.e:y^IY>;iv 12:35. F R s ?i ATE'''+ Sta�myp�¢TAPPz�saP SC.a;c..y,.{2sn,GLedci,et CCln ' f ;`si a iR +`4Y`_'«a•i ua S a«._1 4-5L#;FTER�r:.E �Ysn^:..C. 5/12 .: � //.✓.. <.L✓'-s. _,....,.... �,_ _ ...,.. ..� > lle2.'13C'.rn'S:L •&x'ts•✓n as. ^i°�y14-OSp,Gi _ _ kC'•>`.'£:'+24Y.;%'`+'u2D;Oid:'4Y'.x"+• :•W✓'xk1'.b<I<'6Ye^W{3CSis: aW .£.," �' s�: -cn =SRM` vc k LTi c _ $ry r R4-,ZR Fi>w r rT ~' C'sT2 Ees q- -R —LAN .^-£.� .3.'>3" SPT `.1.% "f«X. "Y:•l...R S's5>- r'2�w^':.2 �.s�.+;armse'ss::•-s.<�C..+ ,��xc�'.a:.'av�vat.�Tis s Et;%•cv...P»ri$«i`>=.&.L G:.5<r�wM--x As .'✓^K; __ "i> #5'«^ .cexFx:n•x�<=93'wEs•w.r<:w.°r�: •�.� R5;��,v uY [vEi;ia F, .Y"- f�''%:,^,.V -'::i%TS �sxs�r,.«c.-�,�z.r4•,:ax:cac:.zmr<ss:^ - - € w c.'�r ------ ✓""'r'S:34y^Yti.^�.:EI E+^...' ' .�_ .n'v.— ,ALE?•l:Y-zTs ? ... ..},F R i^eL%✓f[akS.E 3.w p1;._1F; 8"«.$`M.%.. w:vi:R»w: . .a-r"..'S s'e` wi £�E rr�., �^^�:;zr f t, aj ccr"T-a,�'ND S'�C«Z[T.E ��y: - � � �g�>:.".[�'-••`,<Y [r.:..s ^a -.'WE ' 1, 4' J € ! €>' :vex �..�_ € i 2t5 #¢Trt::. 'ce:,;Tv eF:555 'G4F Iva. t tt• e ...✓. .�; -24=PF 2J= 9 24 rC2 3app- FSP v'•.A.' SXa€.`ZC'' c ..v:57 Sia:' =Yfo' -Cxi"•"ti' ='six:ZC' ^.:i, s -<- r, .. Q= ZONE €� � .�:< 3sia. :ki'?;.',.Es 5"��zb? is�..'v_Sfi2£•Z :a�5 � : € .� F£r::r:Crc� �� I 7(f, � ,.._-_._.._�..,.•,,.._.a-W.. _._.... r;^T'GR' ;NSTfi:L i :5!12,cR 7,tiax'?'sS£S •i f.JTSG :x P"'"'"" .�......g> ' _ . � ..•._,,,,,tet} YY c # f^ PPI__valFs_'szi4. -iEz; ,. x;'• S;E:S s;Z'Cf+ ' 120MPHF3-SECOND -SECOND. GUST ;7�03 OR 2,. 42RtOr� . $ E-- =i .: R7gn:" , 'i �--- ";M>-':` a v-_Y°. ...-.,...,._...._..,-_.•.. 32 32O.t " �,..1 # ; I -:..,..•.s^',•t:'h; {b •€ f _ sem.._ ,''`i«3'"'..��.., ..._,_ _._.•....."....� 2xE r_ f `'F r `CR'ai. t, a.t�T K'-'s4c'l .j-�3 _ a� F,k.,4`TFC<+> � ��[ � ._.F'��3i}\.,` D,`_3.["�-,-v �- ^ _h q £?12/12 TBASMES CRTPE CR#b;.L N=_�rTERS 'ama.ate_ a FYi.TE,`-iY&4wTR;_�E£-t::v 3£-F.FV12 ZR i7f:2 7R'js3�5 C-7:a«C.€i EzR €v '':r.3 €sE •F, # O p_ NATE 042 t42 I tea._.• .TT.-. _^-e ib,2tiw'�a F>'3_, %t5�' ^-•� >- 'a r-;tzp`•T` rpt-; ! €I• ^[ s '�. F€ £ ` «-�.._`. �..�'�`�--�� t '•t'a'.""C` (�a•yf�( [ T�'� `-., i rO _ '� j- _ s' Qv_ ""j2'i` Yy' =I E:) N E'� __. :l2'=-' Lt%f> « i=€w.,. NOTES I MOISTURE RESI5TPNT FIRE RATED EXTERIOR GYPSUM SHALL BE USED ON EXTERIOR SIDE (WHERE APPLICABLE) 2 (NY)EACH OPENING BETWEEN GARAGE AND OTHER SPACES SUBFLOOR SHALL BE PROTECTED WITH A MINIMUM 3/4 HOUR RATED ASSEMBLY(DOOR,FRAME,AND HARDWARE),HARDWARE MUST INCLUDE SELF-CLOSING DEVICE 3 DOOR FROM R GARAGE SHALL NOT OPEN INTO R SLEEPING SPACE ERVE OR GABLE OVERHANGS WITHIN I _ 4 MORTION UREA SHALL DETERMINE FROM THE OWNER 6 SITE BUILDER,LOCATION OF GARAGE 6 BUILD FACTORY 2 FT TO 5 FT FROM R LOT LINE SHALL I PORTION OF ASSEMBLIES PPPROPRIATELY BE CLAD ON THE UNDERSIDE WTIH(2)LAYERS t� S FIREPLACE COMBUSTION AIR SHALL NOT BE DRRWN FROM OF 5/9'GYP FASTENED PER RC2601 REORMNTS �I GARAGE 6 CLEANOUT SHALL NOT BE IN GARAGE AT RIGHT 'NO"OVERHANGS ALLOWED L___ 6 SEE DRAWING 9e FOR NOTES AND ASSEMBLY DETRIL5. CLOSER THAN 2 FT TO R LOT LINE __= 7 SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NA L5, ONE FOR ONE, WHEN THE HEAD DIMENSION.LENGTH, OF THE SCREWS ARE EOURL TO OR LARGER THAN THE 1 HOUR WALL ASSEMBLY WP8105 5/8"MIN TYPE X GYPSUM BOARD OR NAILS USED IN THE TESTED ASSEMBLIES SEE FASTENING REQUIREMENTS ECUIVgLENT FASTENED IN ACCORDANCE SPACING OF FASTENINGS SHALL BE SAME OR LESS WITH TABLE R702-35 5/8'TYPE X GYP SHEATHING AS FIN OPTION,STRUCTURAL WOOD 51-ERTHING MRY BE INSTALLED UNDER 5/8"TYPE X GYPSUM BOARD WOOD JOISTS GYP SHEATHING AND FASTENED PER RIM JOIST INTERIOR FIRE PROTECTION BRACED WALL OR REQUIRSHERRWEMENTS. NOT REQUIRED FOR 1 6 2-FRMILY FASTENING REOUIREMEINTS. DWELLINGS WHEN FIRE PROTECTION IS NECESSARY DUE TO DWELLING HORIZONTAL GRRRGE/ LIVING SPACE SEERRRTION - SEE 8309 2 2 EXTERIOR SIDING PROXIMITY TO LOT-LINE RIM JOIST INTERIOR PROTECTION"IS"REQUIRED NOTE:ONLY R LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THI5 ASSEMBLY FOR TOWNHOUSE CONSTRUCTION AND - - - —-- —— —FIRE-SEPARATION-WALLS BETWEEN_ PERIMETER JOISTS LIVING UNITS IN R 2-FAMILY DWELLING 1 HOUR WALL ASSEMBLY WP8105 FRT PLY REQUIRED WHEN FLR SEE FASTENING REQUIREMENTS JOISTS MOUNTED IN THE OPP DIRECTION 5/8"TYPE X GYP BOARD FASTENING REQUIREMENTS THE HORIZONTAL SEPARATION SHRLL BE 5/8"MIN TYPE X GYPSUM BOARD OR EQUIVALENT FASTENED IN ACCORDANCE HORIZONTAL SEPARATION I5 REQUIRED WHEN THE GRA DWELLING SPACE WITH TABLE R70235 ROOF PITCH I3 12/12 AND HRBITRBLE SPACE R-WP8105-LORD BEARING: ABOVE THE GARAGE INTERIOR SIDE'ONE LAYER 5/8"TYPE X BD OR WATER RESISTANT BRCKER BOARD OR VENEER BASE APPLIED RIM JOIST INTERIOR FIRE PROTECTION - PARALLEL WITH OR AT RIGHT ANGLES TO 2x4 WOOD STUDS, 5/8"TYPE X GYP SHEATHING NOT REQUIRED FOR 1 6 2-FAMILY 24"OC WITH 6d COATED NRIL5 1 7/8"LONG, 00915" AS AN OPTION,STRUCTURAL WOOD DWELLINGS WHEN FIRE PROTECTION .a - SHANK,1/4" HERDS,7"DC SHEATHING MAY BE INSTALLED UNDER IS NECESSARY DUE TO DWELLING - EXTERIOR SIDE' ONE LAYER 5/8" TYPE X GYPSUM GYP SHEATHING AND FASTENED PER PROXIMITY TO LOT-LINE RIM J015T •WP8105 SHEATHING (RATED FOR EXT USE).48" WIDE.APPLIED BRACED WALL OR SI-ERRWALL INTERIOR PROTECTION"IS"REQUIRED FIRE RATED WALL,NO WP81C5 PRRRLLEL TO STUDS WITH GRLV ROOFING NAILS.1 3/4" FASTENING REQUIREMENTS FOR TOWNHOUSE CONSTRUCTION AND WINDOWS THRU ASSEMBLY FIRE RATED WALL,NO LONG,0120"SHANK, 7/16" OR 1/2"HERD, 7"OC IN FIRE SEPARATION WALLS BETWEEN EXTERIOR NON-LORDBERRING WALL WINDOWS THRU RSSEMBLT FIELD. 4"OC PERIMETER, JOINTS OF GYPSUM SHEATHING PERIMETER JOISTS LIVING UNITS IN R 2-FRMILY DWELLING MAY BE LEFT UNTREATED WALLBOARD AND SHEATHING NAILED TO TOP AND BOTTOM PLATES RT 7"OC EXTERIOR \\ / CLADDING TO BE ATTACHED THRU SHEATHING IMO STUDS OB 5/8" TYPE X GYP BOARD B-U341-LORD BEARING, —— LORDBERRING WALLS SUPPORTING THE NO FINISH ONE LAYER OF 5/8"TYPE X GYPSUM WALLBOARD APPLIED FRT PLY_REQUIRED WHEN FLR HORIZONTAL SEPARATION SHALL BE PARALLEL WITH OR AT RIGHT ANGLES TO 2x4 WOOD STUDS. JOISTS ARE MOUNTED IN THE PROTECTED BY 5/8"MIN.TYPE X 24" . MAX WITH 6d CEMENT COATED NAILS. 1 7/8" OPI DIRECTION GYPSUM BOARD OR EOUIVRLENT LONG.00915" SHANK DIA AND 1/4"DIA HEAD, 7"OC FASTENED IN ACCORDANCE WITH TABLE PERIMETER AND FIELDCREW AS / ALTERNATE, E 6 BUGLE HERD DRYWALL SCREWS, 1 BE LONG MAY H SUBSTITUTED WALLBOARD JOINTS SHALL BE COVERED WITH TAPE AND 1 HOUR G RR R G E/T ENRNT SEPR RA T ION W RL L JOINT COMPOUND NAIL HEADS SHALL BE COVERED WITH JOINT COMPOUND 3 1/2" MAX THICKNESS OF GLASS OR MINERAL FIBER BATT INSULATION 15 OPTIONAL CROSS BRACING REQUIRED AT MID-HEIGHT. THE HORIZONTAL SEPARATION SMALL BE 5/8"MIN. TYPE X GYPSUM BOARD OR EOUNRLENT FR5TENED IN ACCORDANCE WITH TABLE R702.35 WINDOWS FIRE ' NOTE: � I FIRE RATED WILL,NO OPENINGS IN HORIZONTAL SEPARATIONS HORIZONTAL SEPARATION IS RED IRED WHEN TH WINDOWS THRU ASSEMBLY ROOF PITCH IS 12/12 RND HABIT LE SPACE SHRLL NOT BE PERMITTED EXCEPT WHERE RBOVE THE GARAGE THE RESIDENCE IS PROTECTED BY RATED VERTICAL SEPARATIONS IN CONCEALED SPACES OF STUD WALLS SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL AND PARTITIONS.INCLUDING FURRED •WP810S SPACES 6 PARALLEL ROWS OF STUDS FIRE RATED WALL,NO OR STAGGERED STUDS,FIREBLOCKING EXTERIOR NON-LOROBERRING WALL WINDOWS THRU ASSEMBLY SHALL BE MAINTAINED AT CLG 6 FLR _ LEVELS AS WELL AS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT THE HORIZONTAL SEPARATION SHALL BE 5/8"MIN TYPE X GYPSUM BOARD OR EOUIVRLENT FASTENED IN ACCORDANCE LORDBERRING WALLS SUPPORTING THE NO FINISH WITH TABLE R70235 HORIZONTAL SEPARATION SHALL BE THE HORIZONTAL SEPARATION SHALL BE PROTECTED BY OR MIN TYPE X GYPSUM BOARD 5/8"MIN TYPE X GYPSUM BOARD OR EQUIVALENT EOUIVRLENT FASTENED IN RCCORDRNCE R702.35ED IN ACC EOUIVRLENT WITH TABLE WITH TABLE R7023.5. (Zr��11tW1tL CSR PaenaLTs 6F Mwa5 M�3gZ-.e2�070 I^ DEPARTMENTOF SPATE CODES DIVISION f ALBANY.NY 12231-0001 Stem 11Apprwvsl far a System,Model,o Compaw�d M!3 Zoll llo fz-/S—/5� M•nulapuroh No AppS.—Na Do &AWwal THE HORIZONTAL SEPARATION SHALL BE xonr�Tweppara�o.epravewrymmasecwanndmere<royem•mmoae EWSnga lAelare nGraled wtl aaswnbkCw we 2wwT manulaWdafatllry TM 5/8"MIN TYPE X GYPSUM BOARD OR appm�-d s��notreawe me manuwuu rrom wsw^=mmgrw aevvans,amsw ECUIVALENT FASTENED IN ACCORDANCE em�a�cnbwnmeywwea dau,renti 5/8"TYPE X GYPSUM WALLBOARD WITH TABLE R70235 �yn��a� 'dix�BMft��Dft-4 OVER 2x4 STUDS®14 OC. i -- BY �y,,,_Qx^�..�.0 EFFECTIVELY FIRESTOPPED R—ld E P def Edmwd .G EXTERIOR GARAGE - FIRE SIDE 1 HOUR WALL ASSEMBLY U341 ' SHEATHING LOPDBEARING WRLLS SUPPORTING THE HORIZONTAL SEPARATION SHALL BE PROTECTED BY 5/8"MIN TYPE X EXTERIOR SIDING GYPSUM BOARD OR EQUIVALENT .WP8105 120MPH 3-SECOND GU FASTENED IN ACCORDANCE WITH TABLE FIRE RATED WALL, M R70235 EXTERIOR NON-LOADBEARING WALL WINDOWS THRU ASSEMBLY _ MASTER SERIES PERIMETER JOISTS 1�. ' � GARAGE FIRE RATED ASSEMBLIES 4 � LOgOSEARING WALLS SUPPORTING THE RLL MODELS OB HORIZONTAL SEPARATION SHALL BE ZC PROTECTED BY 5/8" MM TYPE X MUNCY HOMES, INC GYPSUM BOARD OR EQUIVALENT FLOOR Q FASTENED IN ACCORDANCE WITH TABLE 1567 PR ROUTE 442 ' P70235 MUNCY, PR 17756 RLTERNRTE HORIZONTRL SEERERTION - SEE 8309 2 2 1 HOUR INTERIOR LORDBERRING RATED RSSEMBLY l Q� ,1� lziosil4 DRN BY DRTE SCRLE REV SHT NO 'eESTAIr DATABASE NAME REH 10-1-2002 NTS 10-01-2014 9c_3 09\9c_ln JOB PRE-32065 JOB PRE-32065 SHEET NO 1 OF 44 SHEET NO 2 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 11/19/2015 CALCULATED BY DB DATE 11/19/2015 CHECKED BY DATE 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 - 120MPH 3-SECOND GUST Design Criteria Design Criteria Cont. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting_ :=11:y { under the direction of a licensed Professional Engineer, to alter this item in any way. C � Location: Floor Diaphragm Aspect Ratio aYp'r R; r'R i Length of side(L1)(house width) = 27.5 ft. NY tI/` � Length of side(L2)(house length) = 58 ft. " ,5. w 4 120mph Exp C or less a ,e, q h — si� af , L2& L1 — 2.1 :1 < 3 :1 OK In} - •, Buildinq Description: u 'F�` R 12/09/15 /3tzc � Max Mean Roof Height= •25 ft Residential Two Story ,: W c� Exposed Foundation Height= 1 _ ft Modular Wood Frame Construction '" Roof Framing Span (Horizontal Projection) = 13.75 ft. 12/09/15 Codes: Roof Framing Spacing = - 16 In. o.c 2010 New York Residential Code Roof Overhang Length = 1 ft. '2005 NDS ASCE 7-05 Roof Slope= ;7 :12 & 12/12 Building Importance Category: II Seismic Criteria Roof Diaphragm Aspect Ratio Seismic Design Category(SDC) -B, Length of side (1_1)(width) = 27.5 ft. Short period design spectral response acceleration (SDS) 0.32 Length of side(L2)(length) = 58 ft. Seismic Importance Factor 1.00 - Roof/Ceiling Assembly Dead Load= 15 psf Basic Wind Speed Roof Framing Type= Truss Vasd = 120 mph Exposure= C Truss ID# HM585820 & CC680201 Wind Exposure Adjustment Factor= 1.35 Wind Importance Factor 1.00- Max Uplift at�Marriage Wall 571 lbs per truss Snow Load Max-Uplift at'Sidewall Wall= 452 lbs per truss Ground Snow Load= 35 psf Snow Importance Factor 1.00 JOB PRE-32065 SHEET NO 3 OF 44 CALCULATED BY DB DATE 11/19/2015 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 12/09/15 1st Story Wall Length Available for Full Height Sheathing Bline 1: 23.00 ft. Lline A ' 31.50 ft. Bline-2 23.00 .ft. Lline_B ,30.90 -ft. 1st Story Maximum Unrestrained Opening Height Hline 1:- 84 in. Hline A 84 in. Hline 2 48 : in. Hline B 84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline-1= 23.25-ft. Lline A 25.00 ft. Bline 2 23.75 ft. Lline_B, 2660 ft. 2nd Story Maximum Unrestrained Opening Height Hline 1:- 84 in. Hline A 66 in. Hline 2 66 in. Hline B 66 in. - - A,"-<-*a�-,O,",,-,I�,k,-�Z,'_.A_,v,','t�,fl�4r-'��i,,�,,,��r-p`��t:_-��,�"�_,-,.,-,a3��,j,,-4,,t�,.-" ,-�-' � I - - .,�k, ., '!�, ,1��4..",�,�l, a1." . , -1_1 _ _l - 1. � . -�� _'l - , � " I ,� '� , � -- - .1 ;,!�.,�7'- -�- 4-.� - '� - --�_-��,--�--F,,7.;,- .-,,, �,�-10, --, zv� - -��-:F ,- - -��,_,,�4; :-'i ��,%,��,��'_*,,_'_7�7-,,-,�0,4';�!�_,�ij,; , -- - I -� '4 . . -�'; I � �r,;� ,,.�_�, - "._�. I - I�,r, , I ��l . , � � � ", , , ---,,�, .'�*,V''�"&;t�,' �,._,,,�,,�9,�k��l I 1'no"��,�,��llc,-,ij��,-.3 :� _�-,�--;�.71,�,�-,*�, ,: '-��%,,�-� ,.'�-.,`,,�..tl,,,�,�,��0�,,�'IT'---,�,-'l'T�'�,", tn'-:��ll�* I .� � . -� , .."�� 7-,-�,!S?--Z: � - �!;�_�._�e� 2�l'N" -1.x,1,� �,.$" 1�,'��, , - � ,_ ,,�" , ?J -j, !��, - . �, .�� I !,;%A� - .F- - .1 I .-,I -. 11", .�.,, ":Z�---,il"�1,:� ��I,,.t� , ��, I " � I.�,l , . I , ,, - �� . �,..,�4_,-T��'--�,,� , f! J"�� - � -%,�,..:� -,;�-� -'��-�, -,,7;�Z_1�,' - ,A-�� ,,,-� -,i:�, � I . � - , - , - �� . � � I I pf"- � � 1 � � , � . i, " , , ,��71 , � � I . I , , , .� .-� "�� , , , , �. , . I � , 1. I" I " � 1. - I I 11 ,: I � . -1� I I , 1� , :_ , .. � ... .1� � , I I 1� 1� , I � -- . 11 , � , : '! " I r : 'I" , � -'-.I - , � - I , � , I I,� , i � .� - ': * I . . -, I � . � _. . . I � . I - � � . A - I . .. I.., � � - - , * , - .�- I , ", - ,�.,� ". � i, ,� ,, - ,, . I _l. I � � , : , "I - � -_....,., ., � � , � ,� . , , i - , ,� �111 . ., ,I , . � I I ,� ... , � , i� . , , ,, - I . I : ,,� ,, , - I I I I . ; I - � ". � I � � . � � ."I I . . , -1�-'� �. . " ", .I � 11- �I I". �.1 . � - ". I , , , , .I .; -- ?;'.� . :.-, '. -` -I I, ,; � . ... , I I �; I . � � . � �� . , *1 ,� � , � - � I I . . I k I I �, ., . - .1 . I k;I" I . . I-�;- - .I I : -y� " , � I , 5 1 . . I . - �I .�, , , � � � , . :;�� . , � I ql , ": :::,. . .;_ -i � , , I :j - ,� ..., � � - � , , ", , * - , I �I I , � " � , . , � I � . 11 " � , I � � , - , .1 I�� , I .. ., : ; , I , . I� I , �I ,� I � , . I. � ,, . I,I I � . I . - � I., . . . � -� � , I . - , - 1,I � I . .1 . . � - �.,� , �. , I I I .. " I, . I ., I I . , _ . .,:, I - . � . , , . . I � - I I , : .,,� �- ��',��" �"� � ", , 1� , ,, .. � .. � I 1. . . I - I � ,�.I, I, I� I I I I I � � ,�� I I � , . . -,. . I.-- � . � � � I " I .. . � t. ,, . � I I ;I 1. I I I I I . I . � � , I � I - � I � . I , � I I- I I ,� � : -, I � � I I � . I ,� � � ,- " - , . - ... 11 � - � . . I I, , • -. , � : � I I I . . I _. . - . I �- I 1, '. I I . ,.,",.-,I . - .� ,, ��. "� .I .I .., ,. I ; I I I - I I I � % � I �,-, : � , I � - I � . �I - . I . -. I � I . . I - �:1 . .1 .I � . I . -� � I ,, ,, .�.. .� ,. I I � I . . � .I . - � � I I . - . : 1.� I I ,. I . I - . � , ,� , I � - : I . I A .. ., � I �� . � � I . ,- . . I � - I . �, . I � . I � I 1�, . 11-.1 � Is . I I .1 13 - 101, .� -1 � I I / � . I I I I � � . ,__ . ....,.,__.;._ .1 I , I I I I ''. -1 I ,� I � N � I � .. . I . I I I I ______1�_ - I � . I � . : ��,-� _ - " I - I I � . .- � I 1, I � 11� I I .. I ,l - I I ; . . , , I I .1 I _ - � I __ ______4_ - 11 ___ I � � � . - I -1 .., I ,.�- '' .,:, I I , . . .. � v I �I � � I AS NOTED . . . I , � , , ' , -' - � I ml � - I . I � I I . . ,. , -I'- I '. . . I . I '. I I � . - � - I . I . 1�1 � I - I. �l I I I \ . . � :1 11 -� � " , t, l "" , . � � � I . I � I 11 � 'I_ ' - - :- I. I 11 . 1. I _ . � , I � . I �l 1 : � .� I � " I i : - I � 11 I : :�l t. _44A. � , I - ,t 1 �; . . , I I � . . I � I � I . .1 � 1_� F , .11I , I 1, . � . � �� , 11 . . . . I I . " . I 1. . I . I . . .1 I , I ,: - ..% .- 1. 11 � , I ,� � I .; I' ll, I I _� 1 . � I � � . * I � . � " ; , I - . DATE: � - I - � I . . .1 I " " w I .. � � . . ;� '' - . 11 � & . � I I � I �: , -1 I . ., � . . � I , � I . . Ir k A ,l : I. . I .1 , : .1 - .,� . . .." I -- -- L 9: ,I � I I I i I . . . I . I I ,. I 11 � �, , . . I .., - I I I I I I , � I- I ,.. I . - I . I , � I I - - �_� I I . . . . � I • � I - , - 11 I . � � - I 11 I . ., � � " I � � 1. � . - I . ' I . , I �I - . I . ,� , I . � � - 1. - I � I I . -- - . -- 1-1 I - - � . - I I . � I I, I � . � . . .1 . . , I � ,,. I � ,� . ---- -. L�� , - � � . I . . .� 11 : -, � . I. I �I- �. . I ,,, � � � I � I I . 1. I _.. - ,9 - --l-, . . 11 . . � 11 . 11 r's- '. - ' ' I � FEE: 11 Z - � ' . . . � I . � . � I . I I . 1� �- . .- I I I I � I , . . I ,, � I .. . . I . - . . . � - I F I . � ,� LARTZ�N? AT � :. ._ ;l I I . , . � . I -.,,, I � . I I I . 11 . . � I.- � I � 11 , I I - �� . I � I � 1� 4 � � 1. . I! -, - . . . . . " � ':� � , NOTIO' BUILDING DE i �, . � . , � - . � I . � . � - - : :: I - �� - � I I .. I . 1. � I I I '.L, �� ., I I I - . � I- I I . . I ' � � - � I I I � . � -, .� I - � I I .� I . . I I I I . - . . . , , ,, . ,�,, I, .--. � T . . � . �I � ' . . - . . � I I - I - 1. I . I � : . , I . �l 1-1 - I I .. - I I - . I 1 765-1802 8AM JO 4 PM FOR THE I 11. , I ...1� I I I � . - . I I I � . I . , I -I ' .. 1� 1. I I I I . ,, . �1 �� . • . I - 0 11 . . . I., � I � � I 1. I . - � - I : I . -I I . . 11 I � I - � - . .I I I . I . 11 "I �: I I � il . I : * , . I , . FOLLOWING INSPECTIONS: I _ . I- � � 1. I :� I � . -,. .- . I . � I ''I - I - I I .4. . ,. � I .1. I �� - . I . .� . . . . I � �- .� �� _ DO NOT- H , � � I .- I I . 1 , 1. � I . 11 � . - � � I . . I fl ; 11 I � 11 z ' I I 1. . . I I . 1 . . . I � - � . - - i#�_" I � I � 1 -1 1 - � � . � � rl * � � . ., I I . � -_ It . -V,---*, - >Z31 '^ � I I� � ';,"FFMING I I . , "' .� - - . . . . � , . 11 . . I � , I . - � I . . . I 1 . 1� . I � I- . , #: 11" � � . -1 . - . 1 . - , � , 1. FOUND ' tVVO, REQUIRED � � :V%'. � � . � . I I FOUNDATION- ._? I . I ,� � . . I I ,- -1 �, I I ,-If . - �. :11 . I -I I . _m . I �� - " I . � I ", 1- 11 I - I - � . I I I . � El E ' �` , I-, 1-- I FOR POURED CONCR r I'll I . I - -t;,_-- I _ , I . 'N• 7 I I , . ' '-- , � �l I . I .,- � �J�I --7 - / _ � - , �Rw I , . � I � I , �, I I I . -, �: , I I . , I 1 2. ROUGH - FRAMiNG'& PLUMBING'. , I , � I � _ � I � �1' * I - I 1� - I- I- I I I .. � � - .' . . . 1-1 - I I � - I . Z�, 6, 1, .. . I � . - . . . . I I , � -- - .� _, , �." , . . . �l & 11 - 11,11, I 11 , � '� . I I - - I % - � � * '' , , * I -, �, . _�, � 1� - - � I - _� .11 . - I 1. � . I � . . I I - � I I . I I ., � .1 I - , . " . . � '� , I I , I . i . . � � I . 3. INSULATION11 i�l , � - 1. � , "I � - . � I . � , . . o" . � _ " I. , '�l ' .* . ,, � � I I . , � t - - . I I .: - . I - t I - I � . I I- " ". . \ � I .. I., �I . I-- _�- I I . I . � - . - �.� � I 1. . . ,�� - � , - _ I . I . � � , , Nr(� ,L'o as - , , ... " , __� . � I - .1 � .� :1 , - 4. FINAL - CONSTRUCTION MUST. -.11 �� , • % I - I I - � '..1 � �� l . :�.I, - _. -- � : � . � . � . I I "I I . - . I � �� . . � � � . � � * I- . .1. I I I . I BE COMPLETE F'1'7', 10.0. u . I " , 11 .1 . j .1 . I � - � I I , I . I � . I � I I . - st � . I . � . I I . . � I � �- . I � - , ozyl u .� l f, . I I. , , , I 1. I . � I I � I i : . . � I I I " I . I - 1, � 1, I T_ � , I I I . I . N, k , , * , I . � , ," � - , ��., , � -- . ., I , -5-ty- �Qj-�(4 I . � � �.. I '.,� ., I � I I I � �� .I I �v � . 11 . I -MEET THE ' H � - I - � . - - , � - ALL CONSTRUCTION SHALL -I I 1. � -, ; . I .; . . I . - - I . I .I E -. �, I I I. � � - , I , . 11 " � I - � ,� I I � , , - 11 . I I . - I., 11 - ��l I . 11 - . . I . I � � � �, , � , � .1 � I I I . I " . I � I . . I ,�,, " . � I � . I � I I 0.1 , - � I - 1 , , '. . .1 I � . 1 . I t- I I .-.1 "1. I , I 11 . I I I � . I. .� . I . I - I - I I I . q _ I I �� t, � I - I . , . � . .- � I . I I � . , - I _ " 66% - I � � REQUIREMENTS OF THE CODES OF NEW � �� " .. I � . . - I , � I C� I .. ,� � . I I I � - 1111 ':� - - - -, I � I I � I I-' � I - I _- 'i � ... . - , I I � I I � . I I � 'th -� � � ...g I , . , .� . I , , I , , � , I I � - 1: . - I . � � I . , .. : I e � , . I , � I _41 C& . � � . � . . I . I- � I I - � � A , m, ''.. , - . I : , - .� . I - . - � �� I . ll.11 I I _ . - . I \ � . � I YORK STATE. NOT RESPONSIBLE FOR - - 11 . I . 11 I . . .� .I . 11 I I I - � I r I I I � I . I -` � . L . I . . I .. . '. I � I � - . 11 I ��_ 11 I I I I I � I al - ,iil -_ . . - � .-.. � .. _00__-__-_ 02�I �� , I - I DESIGN OR CONSTRUCTION ERRORS. ' , , if I I � . - - I . I � I I . � . . I " . , I "MI _-F =P . - �L I I . . I � I . . � I 11 'I, . I . � . . I 11 � 1 1_4 . I I I . - . • , � I � . . . . , 11 � . . I . - - I - , .'I , � , . .1 �. - , � . I I �' I f - . - I ., .1 .� I I I � �. . � I . I . I. . . . . I � � . - I � I I I �, ' ) I " � . 1. I � .1, � I I . I - � � " ;, � I , I� 1'� . - I . i I ,I - � . - . Ir . � �- . . I . .: � - . , - � - � I . -1 . . . __.�"__ I ,--,'I . .. I . - . - � I � � I I �1. � � � I . � . - . I . � I � 1 �4 _'� _ Z-'rr �I .,\j , � , , - I . I I . � � I I � - � � � I .1 I , " ,:�w , -I . � , I - . . I I . � . � . -, I I I �4, , v! � I �` . I � : _. I—'. . � I I . . I � � I . I � i 1 , I COMPLY WITH ALL CODES OF . . . , . . - I I I - . I I . , I . I � , � 9 . _,C�. ./ , ,� �Ju"'I � _. , I . � . . . .. I I ,,, - - � I �. . .t. � I I 1. . . - ;,,_ . It - - I I I � l I . .. . I - . 11 � _ . . " I I � �1�s , � I . �. I� . - , � . I � 1. � I I I I . I I ,: � I I I I - I . I � 4 � '' 1) I I NEW YORK STATE & TOWN CODES j � � - _ , I . : I � I 0 'I , , � I -_ - t � I I '11', 1. , � . � I I I .1 �� _ : ,l -11 - I � I I I I , 0 -I- I I I I � _� 11 . � .1 - I AS REQUIRED AND CONDITIONS OF .. I . . , I . � , , , ,; I . .. I . I � 'V- � "I" co?��,e�_:'SOAV�Z'� I . I I � : ,A;_,_ql) , ; , I � - - .�z -- � I - I � I . ", .1 - I .. I - - , � I I , - . I I I � : ' '. , , .1 � I I I � � I I , * - , .1 - I , � � ' , I . . I I � I I �_ I � I ------,�-.--:r.!�-��-:-,_--___,:,__----.--,---,,- I Is - � �b : ,I I 11 . I , I . 4 I _. I . it � I 1.1 �� . . , . .1 I � I � . � - I . I 1, , ___*slV_7 . I 1 � � --.1, �....- 0 11* I I I . I I I � I ______ . . -I _N_ � t ��.......... . I . e�, 1. I I . I 1 - I . I i . V i, . .I 4 1 "I , �l I � I . � I . � " / , 01 I � I . I� I � � , . I I �i.�, - . \,) � '. - , . 7,7 - �,T 0_ � . I- l-'r rlli . - 7- � .� � I I I �� "', :�'� •A .- _ 11 . . , , _� L, --r -.Nl_Z�-co 4� T" I I � I - - � . I . I . � -,�_`�- I __,� I I I ; \ `V- -, , - I , - . .� . I //,� � I I � I . I I I . - .,� - , ,. I I �72�� ( - , _ _ I I I. - -, � . . . I . � , 4 l\, -4,z*_;�rs I 11 I . � 11 . I I I I . � � I I I I. . . . ' ' ' I , I , � I • �v ,or . . . I - I I , I I � . .. I � I I . -11 .. ., I . . I .. . -1... -A-, A -It 4,,,--,--__.. -_ t, ,ell � 1. � , : � . � � 6 � I I : . I .I . �. I I - , I .. � I � . I . �� . . . � - I -� N14- - ' � W., , I - 11. I I I I � . . I . L . � . � r � , , ." �lw. _-, V .. � I* 1: J , . I I � '. I � � _. � _� OCCUPANCY . ,. I I I- I . I. , � �l 11 I I I 11 � 1, . -11 � -1 I I �4 " ` _ �_l . %) -, , ,-.,.--. - r/ ../' -':--t __ , --_ � , - . tz� - . - I �?_?�, I �, --- -1 V,74�f � I �r _�S 4--- ...J,I,- . . - - 'I- � . - -,�,j, I I � I - ',YD � -, 7___':___ 1 I . . I I - . I I I � I .�._ I � � I I � - I � I I I-11-1 I I I . � � � �;-, -.I- " � . I I .1 � . I � I 1. . � I � � "" - I I I . I I I � I I �. . I . I I . � . -- ,. 1-110 . I I——i I r . k I I , - . ljo . . . I , � - 1��l NN , _ "OE IS UNLAWFUL ' . I I , . I I � I . r � -, " - t�I � � I ., � "".,-��Z1,14",-*I-."--,S.�IA-,;!�-__ I . I . - - � . � r I I r I . . . . I -, I � I . I . : I I . I I � r -_ ,q I I - I ," � 11 � I I I . � I � I .- I/ ,N< - , , � . �. , . � . ; , , - I � � �_ ,?. � - �.. �� I r 11 .1� 1�. ". I - I I __ � I � . , I , . J .. ,�/ - � � I _ .. �0 ,.I,, I � .. � . c I . I I '�l I . . I � � - WITHOUT CERTIFICATE . I 'll I I i . . � L I I I I � I I ,-, I I . '' .. 11-- I- , - - � 1, ,,- � ? , I *1 - . I � I � . . . . . . � i I � � , . , �e . ,4 1 . . .� � I �i " 'r I (,/'[' 'ls� _1 ��, I . �Vill(�4?1!a -," . . - . I � . ,�/ - , / /C.,- --L) � I I \. I I -�_l - ! I- I rul%t% � . . I � - � . I I . � , I . � .,- I . _4 - . . � � � . . "�_)l , , , , , I r ' UPANCY � I �., I Z5 , OF %L#W%O . . I I . . � . I . , I I . - �4, I (,� � ll�_ - 11. . _�_l . I - -I . I I -1 1 : I 1 . . I � � � �� . I r I � � - I . 1 . �� . �\-j - I I .� . � � � Ir I � .1 .1, , "� -.1- I . ". - _ 7 1 1� , � A r I I I . - I I . I � � . . / I ;;,-,� � �,-,. -1 I, . r I ____�::�. jt_ 11-< -. I 4! . I ,,�.-.' .1 5 h .sl 11 I . / . I � �l .. I , - 0�l �1 . z I r . ... I' ll (:,---, - r-- , 3� -� �4-:f - - � 6 � .1 _? - � �� I I I � : . %�,V-��"_--_j.::�-i---- !!�___4 , - ____, , �l_____ _�,,� I DROAMM#j&vw I AN FaamEr) I � � t� I --, 1\ I �"'A. I I N ____-l . -.. I I � 0 ^1 :� r � . I I I I I -_ ,� , ,� " �, - . �� I " � � I ,�l i . w__A------ 1, . I � I I t . � I _0 � I 11 - . . I , I I _ * I '1� . . , . ftn%dTM , . I '1� -1 � r 1�\_ '"_, -$_ , ,): . 44 R&IMIN be . 74 . I i - I - 1$ 1 Ww"IlLnut iryww - q . � f � I I �.� N - I I . , ---- � . I I � - I � . . on Eww I � � � ,� I � I �� .1 F . 11 .. , � , I-- -- . _- I -- - ... . I . f v Er~s Cwwk"nr � I L I t - -d , . I r- � , I I VWth**WnWhftbmkwWWjoCo". ' , 4 -I- -1 - . 1 7 , , I . I . . � 7� ��__ 'ice`- - 1 4 1 1 1 � I i I , � t�,_ .. I . � I I . I � . .1 I � - I . I I 1 I .� - ' I ,l � , I � � � - . � I I � 1 . I * I I - � I I , 11 I L' Ir . - I � � . � _. I. . .�� , .1 . 1 . I � I I� . - L - - I � - +_____ ,T.,j I , I - � -1 . - _j . .4- . I . I .1 I . - : , , � - " � tl + I- I , I 1. ` ' . r 311 1 , - I , - , - , � ; .. � , J_ - - . � " . 14 � -(7`1 - - . � . - I -L., � ' -_ . 1 : , __? . - . I r :. ,� I I ! I I I I .� . . . � - 1. I 11 . 1, � 1 4�7 � 5"' 1 1. I � � . I � � I . . . � PLUMBER CERTIFICATION BEFORE_ . .,... . : _ ON LEAD CONTENT BEFORE I, � L I 1- - - � -1 . ll� . . - . I . � . � / 1, L I- - +CERTIFICATE OF OCCUPANCY � .. I � � ,-., i --- . I � . . � '&Hl_� ��7.1ic�,i� '4 . .'1111- ", - I I- I I—�.:. , --111. 1.- I i I � - _'.. - I j . � I � Y' . / !, � , �5_��r,-_ 4.... . . . I . . V ""-r �) . ! . `-n �..�._4,:) � I � . 1 �, - " _ . i I . "" 11--r� . " - - I I , I - � � . I � . - � , . �l � - , - - , , I , _; _. � .. I ' ' '; / /f ',,�_/_ .1;� / . z I � . ('� , ,� ; 1, - . � I . - , , . � � I I - 11 I 11 - . . - � I I I . � _` .......t--4._;,�_/,-,ef. � 1 1 .� I , I - I , " " _ I , I I � . I - -) I I I ;, -, - 4 _ � I-Ilt.1-4 -1 - , 'llSOLDER USED IN Will TE R � I � .1 I - I I I I I � 1.3-'�� -. i� I ! 10 - 6 � 11 �l . - � � - . I I . . I I I � I , ' I , � . 1� I -f . I 1. � I - �-- , u A . I C/-',,hl,'',,'0'r' I . .- . . __jam r!t__*- - . . I I � � I -, __' -_ � 'i �*. � r � 11 I SUPPLY ' I . � I . . � I * -,7!lz.1 1 ,t7., . 1 . _V j� � � i .4 __? - � . . rl--�� -Lo�&' - - , 't I _1 _'. 11 I I . I I 1. . c - .1 I � I ' - �' - '/ _"� -- i I r .".l.? 1_1 ,t�1714____y I -AD. , I ":,6-- _,.__j�� 4z_.�� _/. �4,*'�� . .,, _,,�:�� I L � .k L " � : � 11 -7 : -_ . I'. 17:Z 0, �r� -p'i � " , ^ ��7� . . . . . I I I � � I " �- r, / : 4_� i I I I ' ' .��, _'/ . EXCEED 211 0 OF 1 5,':, L L I . � . , � . 1�-j j_,Z._ .,,,- �. , i - " I. I . . I . I . ! . .� . I I'\ -,.,-. . If 1 Z_ -,L-.--__ .- -1 ../_I � -, I I . . , , , 1; 1 . I I , - _J.4�,�, - .�ll I ? • "', 1, ; ". - �, I . I � . 11 t .. d . - , lz v""j- A,-.� I I . � I � �I - ��,/'l . -, . I - . . . � I - ��`. .i 11 I � � - 1. . � I � � � I � . _I I . '�� I . PLUMBING WASTE It � , � .11---s- - ) ', . ALL PL I �;h y,..�41�--Vr 1 � --.1.1' ,;,�I-7#z),C)-1a ' . - . I I I I . . . . . � . � . � I -- 1) / -_ I � . � - 1, � . + � . . 4 WATER LINES NEED- ��','.-�e'�� -r -- --�'e,-,-- --------- . . I � � . I I I . . 6 ,ICOVERING" I I . v ."r. /., � ', �, ", : � I I I � �`� I .�, . ..,;-�; 5/,4,#,)�`s,,�,t e lc,'-/':v. , 7- , ,�, I / - -i F",-I, NQ' !,:,l,E , I . � f I , � �, _ - .- - " . :---- . ._ _� ,_ -.,,,' - I . . . I . ,_ ., I - � 0 ,Z/&� -z �,) 3 4" C - , . � I � . .. . � � -f��;:_:. - I -or " I f , I I � . I � I I , . - I * I 1 I IL t��,I 11 7 � . -I - " L � �,�f%j . I I . I I . . I . I �L - . � , . I-,� . � � . . � 1. I G-- . � � � � I I � "4�'_g irl " Q, �l I 0 . - , - , � I � I I I . . . : . I �' . . . � � i I I -I - _�_ - , . � � - - .+ 6v , 11 - I . I. I I ; I 7 �I I . I . .� � � L I ' + ' ' � r - ; r� . � .81 � I � . I I � . I � ,. � " -1- IP c. -, , � - � I— I I I . �-11� -1.511, c��"0" t . ", , I . � I J � ."awn& '� , , , . 0, �". . I I . ,lav . . � % , I I , I *_ I " , - � . - f-I - � . I I � . - - ! I � 0 r lmotmo I I L , -� I I - / 4- I .1 I � 1 � � -.1 � �. � 11, � II k ; � 11, I � � I Z" - , - I I I I - � .�, D 1 I ,Z ) � Y - I � ) � I I , � + I � . I . - I , 'T�- , - ,_ . , � I I -, , � I � . I � 7 / & - . . � . . � I � �l I . I --l-1--l" . : I � v I ___ __ : � . . . I . 1 I . - I- � I \ , . " I I I - - . -1 . ., I . �� , � I I I I , , I x 4 .� I I I ' � L � , . I I I . , r r I »... . I � ; . .. . . I � � - . . . I I -1 .,__ __ --- - � � ,. . � .1 I I . . � . I 'r � : ,- � l I . � t . � \ I I : I I 1. � I 11 . � . . I I I � I � I � . . I . , - • I � � -- I � . - .. - ,- � T=�-_,___ � _ � p� \ 'r 1�___3 .. .� . I � i � I L I I - . 1. . 1 . . of 1, I. ... . � 1, . \ � � . ,r I I . - , I I�_, 0 -";:- -1-11. , I N - . . , I . . I 1 _�"____/A'V ' . I I . . I . I- I jo , L . , , '! , � 11 , 7 ;��.__,_,_________ .��). � . -) , I q � . � I . . - ______�_____.___ _�_ ________ . . L . -4- ,- I , �llk_- � - ____-__ - �� , j Is— I lz 6 I , . o( ,e k� -... - . . . r , , , , I * � 1 . I I - - I . I , , . - . -.6 - ,r , I I . . . � I . I � I�Zjo". �� ( L_-.- - '. - ---1 -11 1�i . - I L -1 I A , ,/y L I - � . I z 4 1 � f� ' .... - . - " - - -- -.r, "� �a_I -, ,�� ip , � , r p r I � � I . r . I - I I "� - , " �� k ok)_L%.-/ / I ; � . I -, . . 1 . . 11 � - I I I L�, . "� � . 11 I ,r - I � 1. � I . I � I - � 1, � I . . . . - I � : 1. - I . i � I lk"I-e 1� , i,-_r- r__ J/ - 1J - 1,- __ ._._ __ k( ,� r .!��/'%,r' � .1, ,, , , I I I . I . � . 1. . . I I . I . . . - . I .I I . '. A , -- J .L "' 1,4 , � � - r � I � . I .� ,.,. 1�I I I � . - r . � . . : I . lf.�l "&� ,�% A - . . . � I I � I ir -1 I � 1. L . ,�.� � r I I � ;, ,, ..� I _�_____ I I ,_� - / ", � I I I I : . . � . I- � I ,L' , -, _l 4 ,- .- ,�, , � /_ I I - .. 2 ---p .�- / .e, � L , Z� - , , - , � _ �o v pp" V, It 6*9r�,c � Iy--#i,-" I / u I _,:Z�X _� __-4,1 1 '� �.' ;_� - I I � - I I I , I i I I , 11 � I I ,Lx I (� - '� I " I , _�_� __� -I t , . -t_q,�- , 44 7-t Amav� . . I / _J7 IV / , - I". , � //--- Mi e I � I . JT :'.�Z�:,� _::��r"./ ,!�� ---M ��.A. __- -I------ . � � I �'. I , l+r_ ___/ = . I . . I _ . I � . I . - ---- L_ 'I't r- - . . � � � � I I: . . �l I I � I t . . � . - l_llt_;li__ _,_. -_l_--_______.'4 I I -;,-, . �c___f1_�t4,__V__ . - -, � + I. - . I L. � I -1 . 1. . I. L I . -I - . , �I I - __-",__4� _r I . � - � . I .. . I . - I " � - /V�,*, 0 1 � � .L :<-?., -. " �I , . � I I . . - I � . . L I I I I I I - I I - 7 , I I 1\ - - � - - � . -.;A- , I . , � - L 19.'. L I . � s . , _/ .��,Zq , , I . . - . I � . I I I I I ��,-1.1.-__17.. __ - - � I , . ,..,--__ - -1 � -_. � + I - �I � .� I . � ., - � . _% , I � I I I . . ,7____.". --- , , _. 0 _�-Z-:_ . , 1. � L', , , I _r -- - - .4.'_�11� �4.' '.-- - � , _�.I I . I � ,� � I � , ," zz� . � I I I .- I .. A, _T � � � � I I . I . . � I I I I �I I I . � . , - 9 I . . . ., � I I . 4 L �. . I .� � , . I . �� 1� � :'. -. � � �I , - I � I I I I . � - I" ; 1. L - -I L . I , . � ' . . . ,11, I � I . '# + � , � �. � I . 11 I I, ,, . I I . L - _ I . . � - , __ I I _;.� - . � � � T � I �� . I I - . _� � . I I I � - � � I ;! � I I I . I I -1 � - , , .. I .r . � - I � L��_4, I i .. . I 1 4 � ,l L L I I � - � I � . � ..� � ' 11 L I .r, I � I ,: . -+ , - " . _ r% I . ,, - I , � � I L - . 11 " L I I I. � . I � -1 . - --.----------, -1 . r . � � . � , , - .,:',L_��_,4*�,-__-,�'z_,.l:,__ -_- -1 ItIItt7 tItDD-T-1-77- ......ft -77 t7147 C011 T. 46770,71 74, r y t . ',4 ± `s �M 1r ! �/ws �' -��Y V•�� 1 - 1 , ` °'t ""Y'_ . 1111124:510f MAI - Minimurn ° + Post �(, � # wcc 1 , 4 Designer " 'I +g t t• tr,E sG e$S M De y' �rPb�, wtt ; th a , - tv r m?nim;;m length Of 2x� rn1bf i n 2^" .w.»ic 01V L.:.:.�,�++"/�+J • 4 . _ .;KIt .` }�i?i }rd!I'1C!r1dJ�S # .z. .y, #! • • } .Jf _ �7r ' ��?. Yy f."Y�'•.0 1�1 � � {� ,4� 1. � , _ OF + w I .tiltkp" " � . Vertical HDU Installation • ti 't<<"Min,from end of concrete Typical STHD14 End Installation t GLN 11'111 At,NOTFIS: ,;. -_--- f�K .a t C�-"r,sy Ftp ;N"D.AT10Nvme, , --. ._._.�. The Architect will not have control or charge of and will not be responsible for carstnrctior;me ns, methods, techniques sequences trnd programs in connection with the work. U /C7 Foundations shall t~©t,�pty'wi#h I�'cv York State Residential I3uildins Codi Section rtiQQ3. , • 1 he contractor sha11 give all notices and comply��ith all isw ,ordinances,rtttes,regulations and laN%ful r I Foundation ud Its sILt1I have -# orders of any puhlic authority bearing on the pert'ormance of the work and shat!�rompity notify the • 1 4 rebar tut it}e top of tite t,-all and at the burlautt Architect if tPts'draUings and specifications are at variance therewith prior to construction. ,'. ! t of the fcxttin f,, t ./�� f�' " • All footings sltitl rest on undisturbed sail and shall be belau� the frost line of G" ' • O"er and contractor shalt indemnify and hold h trmiess the Architect and there agents and employees from all claims,damages,losses and expenses including but not limited to attorney foes arising out of or E s Steg footings shall not have a.slopc exceeding I unit in 10 units hMzottt.tl 10"� g,. } . i>. resulting from the performance of the tvoef provided that any stuelt claim,damage,loss or expense(t)is P garage floo compressive strcngtla of concrete slLnll be 3,00()psi for basement walls an3)500psi.for attribuiable to bodily injury,sickness disease or death or to injury to or destruction of tang ble property } ' Concrete shalt be air entrained if exposed {other than the work itself►including the loss ofuse resulting therefrom and(2)is caused in whole of in x po ed to the Nleclther. (include garage slab) p Y Y ori b an negli��ent act or amission`ofthe contractor any subcontractor,anyone directly or indirectly Soil bearing capacity calculated for this design is 2,000gsf and is for sw,SP,SM,Sc,G. GC employed by any of them or indirectly employed by any of ttrern or anyone for+,boss acts any of them x ✓-' /--�- sails if other types of soil are encountered a soil test shall br gerforntcd. , party indemnified hereunder. M' may be unable,regardless whether or not it is caused in part by a p y • Footings shall be 8'x1G"'oras ttotcXi on gLtns. «`ails shall be the follauirig thickness for these Ilei«t • All codes and reputations of NYS Building Code shalt govern over all construction and inst:ti::tla", SP soils; ll wallON" o its:80•Fall=8"tltick.ness for MAI,GP, Sl'i • All concrete to be a mm. psi at 28 days. All footings to bear on virgin x�+il with a nuumum sv'sI r 10"thicltncss for GM,GC SM,N'L soils. 9ft.taall 10"thickness for GNV, GP Std SP GM GC SM MT,soils. bearing capacity of 2 tons. E . , , ConA'� crete Biers shall be the ti�ail thickness Architect is not enlaced for supenisionito con_ttcity. td it sluatt L tluc at�'n�rs or l}is ar:er�ts s by 2 times the wall thickness spaced m,�r. 14'.8"spot. rest onsibility to v rit_y all dimensions prior • Backfill shslt not be placed of°iinst the u 11 till the t�aIi hats sufficient strcnstth and h is been f �2� anchored to the floor above. P 1 __+ _>�t.,.�.?ti__..- • dam Wall f; r .�. PProofung shall a bituminous coatin 3 pounds per sq'Mre hard of acrylic Modified t cement lf8 thick. Where basement is to enclose habitable or usable space in high�tiatcr table or „ rrpp i other soil voter condition it shut con}i� 1Fith R40G,2 of the building code, NOTE: _ j1J �1.)_ • ' Ventilation fora b.-tsement or crani sPtcc Shull be Isf. for 'a a each 1SOs. fl ventiL•ttion ogcr,'ing shall be within thm, feet ofc,,-h ccrncr of tl c bttir nand One,such SEE FACTORY DR,.��S'YINGS FUR N I:'rDSTORM i h Per 840,9 of t " the butilding fie. COMNEC3 ONS, DETAll,S AND REQUIREMENTS. 000 MODULAR MOUSE DETAILS . �• �m �'.. STEPTIEN ROSSETTT -- ARCHITECT " _ �'�`} �," .:. I I . . �:; �• f 28 TURTLE COVE DRTNT Id u SOUTHAMPTON, N.Y.