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34965-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34965 Date: 07/23/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3205 ALDRICH LA LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 124 Block 1 Lot 4 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 27, 2009 pursuant to which Building Permit No. 34965-Z dated AUGUST 28, 2009 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 PORCH AND DECK AS APPLIED FOR. The certificate is issued to ZACHARY & MICHELLE TOMASZEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0135 06/03/10 ELECTRICAL CERTIFICATE NO. 131548C 07/09/10 PLUMBERS CERTIFICATION DATED 07/20/10 LI SUNRISE PLUMBING uthori ed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34965 Z Date AUGUST 28 , 2009 Permission is hereby granted to: MARY E TOMASZEWSKI 3275 ALDRICH LA LAUREL,NY 11948 for CONSTRUCT NEW SFD WITH ATTACHED DECK & PORCH, NO GARAGE. MODULAR HOME at premises located at 3205 ALDRICH LA LAUREL County Tax Map No. 473889 Section 124 Block 0001 Lot No. 004 pursuant to application dated AUGUST 27, 2009 and approved by the Building Inspector to expire on FEBRUARY 28, 2011 . Fee $ 1, 382 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: .A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. .2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fromplumber certifying that the solder used in system contains less than 2/10 of 16/o 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$25.00,Additions to dwelling$25.00, Alterations to dwelling$25:00, swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. �/d -New Construction }�. Old or Pre-existing Building: (check one) Location of Property: 120 S' House No. Street Hamlet Owner or Owners of Property;_2i Suffolk County Tax Map No 1.000, Section' /2 Y Block- j Lot 5z Subdivision Filed Map. Lot: Permit No. ? 'Date of Permit. Applicant: Health Dept.Approval: yFs Underwriters Approval•`yam Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C,0 Applicant Signature �, �' - 'fii r "•."�3 _�� �':� +:e•�3�ii'tn r�> �+C=y-`r'r���n >,i•':i3 i,:. i:•,T'�3 L,• �.+'w �2;., �.•+,.'K +'';.. �r'�.••`�+, •��o s' :`3 i.•.� �Z7�•'ver ;.g•+,,s +�.o,., v �r �' • �.•:o.. .,.tioy v, p •i•:•;o .�•' •Js.i 4F%�y d��:•. 1 FJ�••..� 1��r.:;•y,.�i ♦�''�:•J • C��i i::•�. 4'.;.•. V♦ 4•.} ♦... i•i'•'��, `���� Nc •r'::•Ff��•. v .� , v 1 Electrical Inspection Certificate v Issue Date Electrical Inspection Service, Inc. Application Number ' 7/9/201Q 375 Dunton Avenue 1315480 _ East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Thomas Zewski y -�'-�- Street: 3205 Aldrich Lane Village: Laurel Zip: 11948 Town: 'Southold ` Section: Block: Lot: P Contractor: Anything Electric (L) Lic. # 5220-E Was examined and found to be in compliance with the National Electrical Code: ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor Indoor ❑X Basement ❑ Hot Tub => 2nd Floor 0 Outdoor ❑ Addition ❑ Survey r_ � Residential ❑ Det.Garage Attic ❑ Switches Receptacles Fixtures GFI Heaters A/C Fans = w :.::• Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves `:- — Furnace Oil Gas Circulators Smoke,Detector _BelhTiansformer Jacuzzi Television CO Detector Meter Amps Phase UG/OH .;� 1 200 1 O / Bldg. Permit: 4 = _s Other Equipment '=== - 1=Subpanel 150;amp./. 1-20 amp Well-H2O/ ._.% <_ 1-30 Am 101 Water,Heoter/ 1=2QQ amp.Main. . . . = Breaker Panel/ 1-60 amp A/C=Disconnect/ 1-50 Hugo S. Surdi amp A/C Disconnect/ 1-30 amp A/C President = _ Disconnect/ 1-Co/Smoke Combo _ Y Rough Inspection: 06/23/2010 Inspe J M II ==:= ,...F n pection: Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors maybe identified by their credentials. 4`:,� ' �O '. .+ � o p i, •... O•••o O❖... ..•.��N /.a...:..:way+.yy .a,;:;.:. .:;;.. + :•N,:�4• ` .. �.�;•r,.;. w see.?. w.;�.1 �•.•,���"� �i,�� �J�; r•q.4 OI;t�.cti ,..�, .••4, ae..., ti..�, o i x tC••• w.•.i_+�C•9 4s••,•„ � +:+:y v v +vl3 �r✓,.i'L��%N-Cv��3 +,.•lj ¢.._�i:"+.�d_i� v�.,':•=r e�tiv��4i�y� �vv� c�jir�d tiJyN�e•'-:j�s�'�_,'�.-.�d Etiti:� c_�•X ��ues 3:}d���tE_.�EC l✓' �.,��V �s+r �a.• 7 7r� •*c:.ti _ _ CERTIFICATION Date: Building Permit No. 3 � Owner: Qa 2 Q,�3S)C G (Please print) ' f Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 0 (RM&rs Signature) Sworn to before me this day of JJ' 20 e© r(^ BONNIE J.DOROSKI Notary Public, �>y1"tt � County Notary Public,State Of Newyork No.01D06095328,Suffolk County Term Expires July 7,20_214— SOUjyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: -4 41� DATE INSPECTOR SOUlyo�o � Z- courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: t DATE INSPECTOR pF SOUTyolo 3 If 7 urm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: t. ' o DATE I��^ / INSPECTOR SOUlyo�o Coumvil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ XFINAL A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE � ��I '�� INSPECTOR .� SO!/lyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [,><FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. r p DATE INSPECTOR p r COMMENTS ` ;LD YNSPECTIQN REPORT DATE/ 1,4- O - - FOUNDATION(IST) — a / CA FOUNDATION(2ND) c ROUGH FRAMING& ' H PLUMBING bL INSULATION PER N.Y. STATE ENERGY CODE r FINAL G v t i ADDITIONAL COMMENTS � p LZ rn o O TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you has or need the following,before applying? TOWN HALL 'Board of Health SOUTHOLD, NY 11971 meets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 l // u&fi�ey SoutholdTown.NorthFork.net PERMIT NO. 91� 'eck wo e, o a 1,96'ptic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 6rl arm-Water Assessment Fonn Contact: Approved U c� d ,2009 Mail to: Disapproved a/c Phone: Expiration O< ,200 Building Inspector ED : AP ATION FOR BUILDING PERMIT 09 Date Z? 20_INSTRUCTIONS a. ThLD pled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of app 'cant or name,if a corporation) Z�s Aaeiew 14 , 1 aaZFe N y //9a (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder LDS/rwa0 7— Name of owner of premises 4i x_!f gzcj.o /v ns zrr&-jx/c I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hainlet County Tax Map No. 1000 Section /Z z/ Block / Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: t a. Existing use and occupancy b. Intended use and occupancy „G /P • /� �jwe /�� 3. Nature of work(check which applicable): New Building )c Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2(0.z Rear ZO. I Depth 'Z9, Z Height l'L` Number of Stories Dimensions of same structure with alterations or additions: Front ,' .�_..:> r � _ ', Rear Depth Height Number of Stories j�i 1ii i 8. Dimensions of entire new construction: Front ( ofD Rear Depth Height Number of Stories LL_�..•��_ 9. Size of lot: Front �D Rear De tli D l-_ 10. Date of Purchase Name of Former �Owner %S 11. Zone or use district in which premises are situated Ps 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—Z 13. Will lot be re-graded? YES NO__/Will excess fill be removed from premises? YES NO—Z 14. Names of Owner of premises MA!ej£&«a DMAS 1.'.% i Address 32-75,4oQrcq t ,4yart-1"!' Phone No. W Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y. * 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 r/ * 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 k * IF YES, PROVIDE A COPY. CONNIE D.BUNCH STATE OF NEW YORK) Notary Public State of New York Qualified in Susffolk County n SS: Commission Expires April14, 0� COUNTY OFJut-voc.� ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Q�Mday of ... 204 Notary Public Signature of Applicant o � Town of Sa10-tbd cl EtroSion, Sedirne�tatiion:& SforfilnMa" ter Run-off ASSESSMENT FORM 1 PROPERTY LOCATION: S.C.T.M:fk. IMETOLLOWINWACTIOkS MAY REQUIRE THE SUBMI01bN OF A 9 , STOII;M-WATE -G D>wIZG'DRAT GE AND EROSION NTROL..PLAN i CERTIFIED BY A.DESIGN pROFESSIONAL IN THE.STATE O NEW YOII . District Sictton . Block Lot ----- -------- ---- . -- . ----- --- =---=---=__ _ Yes. N,o:' item Number. ..(NOTE: A Check Mahe( )for each Question is RegOlred for a Complete Applicatipn). •� Will this Project Retain All Storm-Water kun-Off Gehergted by a Two(21 inch.RalnfalF on Sife?: (This•ifern_tNrll include all run-dff created by,site;clearing andlor ronstrtiction:activities as well as:all Site Improvements and the pennanent'creation of impervious surfaces) t� 2 Does the.Site-Plan.`and/dr SurveyShowAlt Proposed DmInage'Struetures Indicating Size&.Location? Grade.Chan es and Slopes Controlling.Surface WaterRowt a This Item.shaltlnclude.all Proposed 9 3 Will this Project Require any Land Filling,Grading or:Excavallon vufiere there is a change to the Natural Existing Grade Involving more than 200 CubioYards of Faterial within any Parcel? R tune Land Disturbing Encompassing an.Area in.Excess of Will this.Appl(catron ett .. -'— Fve Thousand:(S,OOU)Square Feetof.Gniund Surface2. . 5 is there a NatUrai Water Course Running through the$ite? _ Is this Project:_withintha Trustees jurisdiction,Rr within One Hundred(100').feet of a Wetland or Beach? 6 Will:there be:Site re aration on Exishng.Grade Siopeswhich Ezcded Fifteen(I. feet of Vertical Rise to .One Hundred 000)of Horizontal Distance? / tRfiit Driveways.Parking Areas'or.ofher Impervious Surfaces tie Sloped to Direct Water Run-0ff. Y 7 _ a into andlor:in the direction of a Town.dght-f--way?. ✓ . ' 8 Will this Project Require.the P.lace'ment of Material;RemoVal of Vegetation andlor the:Construction of _ any Item Within the Town.Right=of-.Way,or Road'Shoulder Area4 : . . (This,[tem'wilt NOT Include the Installation'cf Driveway Aproos.) / e Site Pre aratton within the One Hundred(10o)'Year Floodplain of any 1Natercourse? - ✓ 9 Will-this Project Requrr P -- NOTE: If Any Answerao Questions One through.Nlne-is'Answered with a Check Markin the Box; a Storm-Water,Grading, Drainage&Erosion.Control Plan is.Required and Mu dbe Submitted,fQr RevlewPriorao Issuance of.Any i3uilding.Perit�itl — ——— ——— --. --- . -- - Yes: No EXEMP7(pN`: OoesaHis project meet ttie niiriunum standards for classification as an Agricultural Project? - Nofc: If You.l�nswered Yes•to this Question;a.S.torm-Water,Grading,Drainage&Erosion Control Plan is-NOT Required! ————�— STATE'.O.F NEW YORK,. COJNTY OF. Ss.�U CUiVNt�D.BUNCH :.' Notary PobIa11§�185050w- being drily sworn,deposes and says that for Permit, . TltatI;...:::.......... .,.;., . ....................... A (Name of individual signing Do(ument) CommissiorrExpires pn114, 0 And that he/she is~tie :..... . '......... ... :.................:......................,.:....... .................. .... (Owner,Contractor,Agent,'•Eorpotate.OffiW,etc.) . Owner and/or reIiresentative of the-Owner of.. Ownees,and is drily authorized t4 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 perfonn.ed in the manner set forth in the application filed herewith: Sworn to before.tne this; .lc� .:..... ......day.of............ ...........,20Q.5 PIS,......................:..:� ...�-ure �.G. ... -Niatary Public; ._......:........................\ . gn nt FORM = 06107 A4 TOWN OF SOUTHOLD PROPERTY RECORD CARD /a o o OWNER STREET VILLAGE DIST. ' SUB. LOT zlmz FORMER OWNER N,_. „�. 5,-:• �- E ACR� S , W TYPE OF BUILDING �aM S z Ar W � RES. SEAS. VL. � FARM COMM. CB. MILS. Mkt. Value LAND IMP.. TOTAL DATE REMARKS l cS'G �/ D(7, La/a /a h p 7j cJ d 4 M. 1mW4 *a/ D b. j() k lJ' -S 4(/0 ©Co L , Sc ur;e io c K1 9s billable , FRONTAGE ON WATER Noodland FRONTAGE ON ROAD AeQdowkpod DEPTH douse Pi BULKHEAD 'otal COLOR TRIM. z , M. Bldg. Extension Extension Extension Foundation . Bath Dinette Pon:h Basement Floors K. ..porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. .Garage 10`i.`2= V2_0 \C \2-® Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway r �Np cFSs�l EX FOUHp cDN�. SURVEY OF PROPERTY THOMA OAl. AY SITUATED AT LAUREL TOWN OF SOUTHOLD �WFyy�ocA �. SUFFOLK COUNTY, NEW YORK N�O�MINNICK d - . : , S.C. TAX No. 1000-124-01 -04 KENNEp EWN� SUNK"0 � _ ' d ,• . SCALE 1"=40' o LOC90k a 301'1 WOOD . to • SEPTEMBER 3, 2003 0eu'.�`CE - SEPTEMBER 23, 2003 REVISED HOUSE LOCATION FOUND yiON• � '. ..4:4 AREA N AREA = 41,881.47 sq. ft. a'.. FENCE ?�1�y �' r.� G 0.961 ac. -NE p1tNEWAY.. . Of PINE 4-4 5. tO+ CONS E VOW a ..� OF 1jW � ROW WOOD FENCE � � Y� 1 Y` b a � 76 39,00 d.-- a �✓- - NOTES: 1 Pit, D CpNC• 3.W. - v 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM FAUN 0 6,5. 0• I u, ,:. - EXISTING ELEVATIONS ARE SHOWN THUS:. -a1A0N- I m ::_::���;?� 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 _ - _ - c� - 1 TANK: a' LONG, 4'-3' WIDE, 6'-7' DEEP 2 - - --_ - o. -d = 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 eq R SIDEWALL AREA _ 1 POOL: 12' DEEP, 6' dla. PROP051=D YELL .' �_ ' � c `� r ,y� - `�� = ",'`::: PROPOSED EXPANSION POOL ft 1-3 '"". ":_.'Q ®PROPOSED LEACHING POOL Z 4� p a _. _ _--.... 9xO �.• -_.._:•.... : W•' PROPOSED sEPTIO TANK ,o top TEST HOLE - `.........` . '' _ - - 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD r- A�08i 'a'-6' „� 47.5 _-_-: _ T _ "- OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. yF Noo0�Z� / �0�NCE w. ,�01 \jjQ 0,W- •-x d < ` CD-- 3 CE 42A Vitt C�1 Vl I,r Wp00 CIE - .-fir : -• - �, <. CONC. NON- I1� F ITUK. PR tp THE MINIMUM ESrABUSHEo ADOPTED as 5 a UGENE CN I A 1 AuS r is r8' -%V a d Ssi 4 AWE,, TEST HOLE DATA r10 C (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 20, 2003) �A� 66 TOF HEALTH SBRVICES BROWN SILTY LOAM OL t ..; 2• i PERAUT FOR APPROVAL O��F,�+vCY3NS��2�JQ�"Iq' ON FOR A ---- N.Y.S. Lc. No. 49668 S "'L�+FAMILY RESIDENCE ONLY UNAl1THOPoZED ALTERATION OR/�DDf110N TO THIS SURVEY IS A V101ATION OF �1 SECTION 7209 OF THE NEW YORK STATE DATE [l EDUCATION LAW. LAW. JOS' ph A. Inge no PALE BROWN FINE _•�,` u- F2.11;ra,D SURVEYOR'S INKED SEAL OW NOT WING T APPROVED - �:_ TO MEDIUM SAND SP Y '- HEREON _ Land Surveyor Fx1�NG CEO` '-;:�.. - EMBQSSFv SEAL SHALL NOT BE CONSIDERED 1 r _ TO W A VNJD TRUE COPY. Aft, 0 THES IPERSON FOR WHOM THE SURVEY FOR M'AXII1.IUM OF�BEDROOMS " " �� � IS PREPARED, AND ON HIS BEHALF TO THE ,•, TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout WIRES TEE YEARS FR®M DATE OF APPROVAY. .' a C i I_)�, 1; �(�� F,TLENDING INSTITUTION LISTED HEREON.AND O'THE ASSIGNEES OF THE LENDING INS 1- % " ' i'TUDON. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE 631 727-2090 Fax 631 727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, Now York 11901-0955 EX7`'-DNO GFSSppO` FOUN° CONC. SURVEY OF PROPERTY N101FS AY SITUATED AT THO&AJOA GWN� LAUREL (Wa` Op�Eto1NUNKN . a TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK N�O�MINNTCK S.C. TAX No. 1000-124-01 —04 o gTf4 E11IN UNKNpWN, a f° . \7 SCALE 1"=40' c�D\N X_OCI`GlONS a. -. . . a .. • 3G1 03 10 0 U1 SEPTEMBER 3, 2003 FpUND M9N. (`fl£LU& �. SOCATION AUG SBTE26, 20090REVISEIDEPROPOSEDD HOUSELHOUSE SEPTEMBER 4, 2009 STAKE FOUNDATION & ADD ROOF DRAINAGE <J `� AREA = 41,881.47 sq. ft. 4.z 5' � o, 0.961 cic. . ORNAY .< PINE 1R�S �. ..ESE OF gLU TONE pf'ROW WODD FENCE .. y CON 0 a —� P / CA NOTES., t. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM LAN pONC• 3.W• \\5 EXISTING ELEVATIONS ARE SHOWN THUS:x 5504 FODND p6'S•D' 1 U �1T7 O . 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. a MON- 1;� - T`-{ .. rT �, .° 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7- DEEP p. - 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Z . ° 1 POOL: 12' DEEP, 8' dia. PROPOSED WELL 1-3 4b O R R A`� yF na PROPOSED EXPANSION POOL .. ................. l4 7i .V iii�:i�if:i�iii:-i7. z `='•� '�'`""` a� ®PROPOSED LEACHING POOL �± .:. ::: :::::.lS•:::-::- I ®PROPOSED SEPTIC TANK ...m::::-::::: LA 62 TEST HOLE ....:.`;:;'•: :::F:::�:;i;;:.�.}:::-::'::i�::: `::. 02 so, --- -- _ 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. x•G 9 Ap8� 'rn.6 9 N. 'E:i�:F.i;i;;f;:f!,.,. 0, to WOOD ° NN t"- Z' EE �. i FOUND p,4W . "5-;7.`\O o00 . 01: ALA a DRAINAGE SYSTEM CALCULATIONS: �y 09 ` AJ O•�.��J ROOF AREA: 1,860 sq. it. p GI ,_U KY )U1 WOOD FENCg 3 ° a 1,860 sq. ft. X 0.17 = 316 cu. ft. .y N 6` 316 cu. ft. / 42.2 = 8 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS J ` FENCE -4 PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: WELL - y 0 �w 6 N ° x e�F 1 OF DIRE D�NEWPY. ' P fONDOZN• +� W PREPARED IN ACCORDANCE WITH THE MINIMUM µ0 QO d '. e F *! STANDARDS FOR TTL RVEYS AS ESTABLISHED 45.5 c �6'�� sa Nr/jig' CHITUn By suc.I.AS`E 3HFi,N YORAND ADOPTED LAND 7 a ..ae _ r UGELDvWEt IN UNKNOWNI TITLE DcyT�o�l'ty � ° ° L(WE,�Lp��N TEST HOLE DATA ���' ;�t=T co. a . a 9 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 20, 2003) p * �o 9 B 9 A O BROWN SILTY LOAM OL r 2' Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE a a U EDUCATION LAW. Nathan Corwin III PALE BROWN FINE THE OF THIS SURVEY MAP NOT BEARING TO MEDIUM SAND SP THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor NG CESSPOOL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAL10 TRUE COPY. 1ST CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 17 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Riverhead, New York 11901-0965 SURVEY OF PROPERTY �\ SITUATED AT pF7S - ` \/ LAUREL G °MON• TOWN OF SOUTHOLD N101F H S MAY SUFFOLK COUNTY, NEW YORK y THO&.rO �A S.C. TAX No. 1000-124-01 -04 EW� 0*T0 SCALE 1"=40' rON uNKN SEPTEMBER 3, 2003 SEPTEMBER 23, 2003 REVISED HOUSE LOCATION N1101F NICK d:-. ;;. •- a- - _= AUGUST 26; 2009 REVISED PROPOSED HOUSE CTOBER j{ENNU E111NG uNypMR+) 1.�3,• O DECEMBER 1592009NFINALN SURVEY LOCATION TD� a &cEssppO` a _ a 30 SOwst� N .a AREA = 41,881 sq. ft. uND C►� _ 0.961 cc. .� L FOUND µON, •Y . - • bF BW�NE D�f'KPY_.-• 425• �� o, -`� ` CERTZACH�RY TO: OMASZEWSKI GANG• a.- EDGE MICHELLE TOMASZEWSKI = KpoD >, 11 'Ls __ ULSTER SAVINGS BANK co ;'3 a : FIDELITY NATIONAL TITLE INSURANCE COMP NY LU �fi 39'0 - _.A NOTES., V i / v 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM Ar � EXISTING ELEVATIONS ARE SHOWN THUS: W O W i i °ice iti F� r- a JLI: E=C)P. . .,til 14'i''nr - v: �Ti , aii4r�� �- J , !^ Y76 1 y APPROVAL OF l,,Jl-,SSe-r�:U 1i~•tt'•t:(^t�?'c FOR � c lua! q/ - �� Z60 0, ^(�_!- , n laI..�iFAFAI'c,.- uNE w �.o' ,� e( �� Dot _L` -03 ,j oo \ ,/w►•�`� ��� J V p -p 3 S �W V 9 O Zr W �/ 14.0 ORY p 'O h v� Cfl Pia S�Nki i i a.c, a ii U. SS o $o iispo.._i .r1 z, t,. , , rr I LL `Jd i m N OAN� a, HO 2 V0 G$P+I'i u$E L� i%'. i:. i.l`;$:i Et'U?is Lxation 12 �• A°e� a 0, r N CH RpM6 �m y Zi Ns ! 5POd t-i and/oi Cartiiiud rT, ,r,;� n I..IF _ i 1=I r �F CO) ��, 'cr' filar E1�ar1.•.cs a 1., r4ur._ .o i t4 y� 4.5 •. I:O i3(I..acIGtP, F10R A r�°'': aF ,' t _ o A � ' D • ! „ ,.,,-,.-:1,,,4_t�1 l?, q4• 's o F a UND wp0 01 f '�•.... .. ,,.a 2�z'-2A\O \40008,S�5 N. _ 1 op� E°.4'w• .a• - Vl 1° , 10. o�Gy 09� GONG wN` � 1YA v 4 ca c+ cn _�,.,�s�N N o = D FFSLc£ 3p1'13 4_ �� a 1 Gtu T30 q wp0 orlwe of Wastewater Management 1 .d: - _ J _ - + Ello ""OVC r - Da I�IAI`r`'i' i' EST-1CTi01ti1� R• [ ll �QoFDIa - W1 �r�" Z62 PA / `'' 9• S M N oCCNC. � v, -a'-_ •c •. • f F PREPAR DS IN CE -TW 1 UM O a 0 BY THE�1'�ESfZ1BLISHEO :r _ N/E CffiTUK FOR S K 1SjA1E D a r Eu� TITLE pA ON UNKN°WNW � • Iw .4 i UNAUTHORIZED ALTERATION OR ADDITIONt.V r"Al� -Y. Lie. No. 50467 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.C Nathan Taft Corwin III - COPIES PItS of THIS SURVEY MAP NOT REARING THE SURVEYOR'S INKED SEAL OR Land Surveyor , EMBOSSED SEAL SHALL NOT BE CONSIDERED _..�oap1."'O TO BE A VAUD TRUE COPY. FJ`ISmr,Cam'_ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY.GOVERNMENTAL AGENCY AND rifle Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI- TunoN.CERTIFICATIONS ARE NOT TRA ISFNBABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOWED AT MAILWG ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamespart, New York 11947 Jamesport, New York 11947 SO�jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 22, 2010 Zach & Michelle Tomaszewski 3275 Aldrich Lane Laurel, NY 11948 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) �I Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34965-Z New Dwelling . Wind Speed 120 3 SG NYS Permit Submittal for 120 3sg High-Wind Job #30664 07/20/2009 dm Builder: Customer: Turn Key Modular Homes, Inc. Tomazxewski ame: ame: Site Address: XXXX OF NEyy -Street: Southold, NY 11971 rp�,zHoivr�q<09� own, State, Zip: * ca m ,� � x Premier Builders, Div of Muncy Homes, Inc. 280 1567 PA Route 442 EastFE5510�P�' PO Box 325 Muncy, PA 17766 07/21/09 Contact: Darryl Mincemoyer Premier Engineering Manager Engineers certificationtsea!applies only to factory dmincemover(a�premier-)premier manufacturer)portions of this building.Gertificationlseal does not apply to site installed elements or portions built on site such as.but not limited to;foundation,exterior steps,or other site wcrk.Site work must be designed by others for site NY Approval Number: M 1387-02-070 conditions.under local iurisdim0on. Expiration Date: Dec 10,2010 NYS High-Wind Submittal Index Index: NY Design Specifications-Attachment-1 Design Specifications-Attachment-2 (1sty 12112 sw&mw opening hdrs) " - 3 (2sty 12112 sw&mw opening hdrs) " -4 (1sty 9/12 sw& mw opening hdrs) NYS"Notice of Approval"letter for system approval NYS 120 3sg Factory Shearwall and Connection Supplement NY PE calculation summary NY PE calculations Fastener Cut Sheets REScheck Compliance Certificate&Checklist System Drawings Cover Sheet - I a Floor plans High-wind plans Electrical plans Foundation layout Elevations Bldg Cross Section - 7_ Truss Manuf. Details Balance of system sheets that apply to this actual house - 2_thru 10_ t ' NY Design Specifications - Attachment-1 7/20/2009 Home Ident. (Job No.): 30664 Site Location: Southold, NY 11971 �OF NEw Suffolk Co. tµ onry0 CO k o < it a Design Loads: Ground Snow Load: See floor plan Seismic Category: Bss►oH�~ Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g/Slp'g) 40/30# 07/21/09 Floor DL: 10# . Engineers certification/seal applies only to factory Applicable Bldg Codes: manufactured portions of this building.Certificationlseal does 2007.Residential Code of NYS not apply to site installed elements or portions built on site such as,but not limited to:foundation,exterior steps,or other NYS Energy Compliance Thru Rescheck site work.Site work must be designed by others for site 2002 NEC conditions.under local jurisdiction_ Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected Index of Addtl.Specific Dwgs: lst Sty Floor Plan Foundation 2nd Sty Floor Plan (4)Elevations 1st Sty Electrical Plan Truss Detail(s) 2nd Sty Electrical Plan References: Window/Door Schedules- System Dwgs. Sht 3c Calc. Manual-35/45 GSL Design Sidewall Studs-Pg 86(35145 psf Manual) Marr. Wall Studs-Pg 203(35/45 psf Manual) Floor Joist-Pg 2 (35/45 psf Manual) The plans and specifications of this permit set are derived from and consistent with the plans and specifications associated with the approval on file with the Dept of State,which were approved on Feb 12th, 2009 under system#M1387-02-070 Attachment-1 Design Specifications - Attachment 2 35 Ground Snow-24/26/28 Wide -Ranch -9112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-2" 605 B 3-2x8 SPF 2/1 7'-10" 605 C 3-2x10 SPF 2/1 9'-T' 605 D 3-2x12 SPF 2/1 11"-2" 605 E 3-1.5"x5.5"LVL 7'-7" 606 F 3-1.5"x7.25" LVL 10'-1" 606 G 3-1.5"x925"LVL 12'-10" 606 H 3-1.5"x11.25" LVL 15'-6" 606 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref Col Studs 1 1-2x4 SPF 2/1 4'-5" 620 1 2 1-2x6 SPF 2/1 6"-6" 620 1 3 1-2x8 SPF 2/1 8'-3" 620 1 4 1-2x10 SPF 2/1 10'-1" 620 1 5 2-2x10 SPF 211 14'-3" 622 1 6 1-1.5"x9.25" LVL 13'-11" 621 1 7 2-1.5"k9,25"LVL 17'-8" 623 2 Engineers cer'rficationsasal applies only to factory Q��a HON)�r manufactured portions of this building,Certification/seal does y �9 O� not apply to site installed elements or portions built on site Z <� such as,but not limited to;foundation,exterior steps,or other z site work.Site%,ork must be designed by others for site conditnons,under local jurisdiction. �e286� �► O Attachment-2 07121/09 Design Specifications - Attachment 3 35 Ground Snow -24126/28 Wide -Two Story -9112 Exterior Header Schedule Symbol Header Max. Span Call: Ref A-1 3-2x6 SPF 2/1 4'-9" 60.9 B-1 3-2x8 SPF 2/1 6'-1" 609 C-1 3-2xl0 SPF 2/1 T-5" 609 D-1 3-2x12 SPF 2/1 8'7" 609 E-1 3-1.5"x5.5" LVL 6'-10" 610 F-1 3-1.5"x7.25"LVL 9'-1" 61 D G-1 3-1.5"x9.25"LVL 11'-7" 610 H-1 3-1.5"xl1.25"LVL 14'-1" 610 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref cot Studs 1-1 1-2x12 SPF 2/1 6'4" 631 1 2-1 1-1.5"x11.25"LVL 11'-1" 632 2 3-1 2-2x6 SPF 2/1 4'-11" 634 1 4-1 2-2x8 SPF 2/1 6'-2" 634 1 5-1 2-2x10 SPF 2/1 T-T 634 1 6-1 2-2x12 SPF 2/1 8'-10" 634 2 7-1 2-1.5"x9.25" LVL 13'-1" 635 2 8-1 2-1.5"xl1.25"LVL 16-8" 635 2 9-1 2-1.5"x9.25"&11.25 LVL 18'-8" 636 3 �QV NFL Engineers certificaVonfseal applies only to factory �P� �SHONy �Q manufactured portions of this building.Certificationiseal does co P $ not apply to site installed elements or portions built on site such as,but not limited to;foundation,exterior steps,or other a site work.Site work must be designed by others for site conditions,under local jurisdiction. �FESSION�'�' Attachment-3 07/2vos Design Specifications - Attachment 2 45 Ground Snow - 24/26128 Wide -Cape - 12112 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x4 SPF 2/1 4'-1" 651 B 3-2x6 SPF 211 6'-0" 651 C 3-2x8 SPF 2/1 T-T' 651 D 3-2x10 SPF 2/1 9'-3" 651 E 3-2x12 SPF 2/1 10'-9" 651 F 3-1.5"x5.5"LVL 7'-5" 652 G 3-1.5"x7.25"LVL 9'-9" 652 H 3-1.5"x9.25"LVL 12'-6" 652 1 3-1.5"x11.25" LVL 15'-3" 652 J 3-1.5"x16"LVL 16'-2"(3 col limited) 652 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref cot Studs 1 2-2x4 SPF 2/1 5'-7" 668 1 2 2-2x6 SPF 2/1 8'-3" 668 1 3 2-2x8 SPF 211 10'-6" 668 1 4 2-2x10 SPF,2/1 12'-10" 668 1 5 1-2x10 SPF 2/1 9'-1" 666 1 6 1-1.5"x925" LVL 12'-11" 667 1 7 2-1.5'W.25" LVL 16'-5" 669 1 OF pEngineers certifiaationfseal applies only to factory �Qj{ E j" manufactured portions of this Building.Cerlificationiseal does � d� not apply to site installed elements or portions built on site such as,but not limited to;foundation,exterior steps,or other * z site work.Site work must be designed by others for site r � conditions.under local htfisdic"tion. ` �`�c�a �8286'► ���� FESS{0���' Attachment-X ,/U07121i09 l CODES DIVISION State of New York Department of State Division of Code Enforcement & Administration One Commerce Plaza 99 Washington Avenue DEPARTMENf0E-ST4TE•' Albany,New York 12231-0001 (518)474-4073 FAX: (518)486-4487 www.dos.state.ny.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code,as described herein: Manufacturers Name: Muncy Homes, inc. 1567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Building Description: Detached One and Two Family Dwellings Approval Number.. M 1387-02-070 Applicable Code: Residential Code of New York State 2007(RCNYS) Expiration Date: December 15, 2010 Maximum Ground Snow Load: 90 PSF Seismic Design Category: A, B, C or D1 Basic Wind Speed: 120 MPH Maximum Exposure Category: A, B, or C DOS Contact Person: Gerard A. Hathaway, R.A. Additional Conditions: None Approval Date;, FebruaModifications to Previously Approved System w Ronald Piester,AIA director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The.approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection'of the building and/or components,.foundations,mechanical connections,stairs,decks,etc.is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. NY 120 3sg Shearwall and In-Plant Connection Supplement Job# 30664 Sheathing Fastening Orientation Wall 7/16"osb-blocked 8d Nails 4"oc(edge) 6"oc(field) Vertical 1/2"gypsum wall board 5d nails 7"oc(edge) 10"oc(field) Roof Diaphram 7/16"osb 8d nails 4"diaphragm edges 4"oc(edge) 18"oc(fieid) Floor Diaphram 19132"osb 10d nails 4"oc(edge)8"oc(field) Truss to Stud Connector Fastening Quantity Uplift MTS18 12-10dxl 1/2" nails 110 Truss to Top Plate Lateral 3-.131"x3" (toe nail) Longitudinal 3-.131'W" (toe nail) Mating Wall Studs to Cig Beam &Floor Uplift LSTA18 5-.131x3" nails ea end 32"oc 152 Top Plate to Plate Uplift(1 st story) 1.5"xl6ga Staple 12stpVbay/stud(thru shtg) Lateral .131'W"7"oc(face nail) Plate to Stud Lateral 4-131'W"(end nail) Stud to Ceiling Perimeter Uplift 1.5"xl6ga Staple 11stpl/bay/stud (thru shtg) Stud to Floor Perimeter Uplift 1.5"x16ga Staple 12stpl/bay/stud(thru shtg) Bottom Plate to Floor Lateral .131"x3"T'oc(face nail) Longitudinal (see.high-wind plan) Ceiling Perimeter to Top Plate � ,OF NAr Longitudinal (see high-wind plan) tt+oror p Corner Stud Connection i Lateral(1st story) 68-.131"x3" (face nail) 3.rows 4"oc Lateral(2nd story) 34-.131"x3"(face nail)3 rows 5 1/2"oc �o oB23 20-.131x3" nails ea side of splice SS1Q�t�'� Top Plate Splices p 07/21/09 Note: Fasteners&connectors with equivalent rated values may be substituted Attachment 07/20/09 drm c-,.6:f_._a_r....:r._.. 'r`,•...:.-;.:E.;,_.,..-::.:.S: :Fp^::^•.:y;:ls•.::n2C:1 9,F..;:-!?�?H ':"'_i•'-:a; (�{.vrfr r: '::tr�j�r_': c1,7 -:il:zt;- .''.3.•u+f' :s•F .r:^:-:r ?`� •L E is .r Mr.ty^:e:uhesn'"ltf •1-•E'er$^-r L t3 :... "•,:r-_,,rct..-:sfir� �>7.:.0: �:ja x-.Jfbl ow • Ten 7aaT._fes�...M. w N:_•,� xa5 �:.. -+� �• c p4 _.. • �+.. � ,_�... _. .,.J::�:?;^�•i✓-...:-_v-ve.:•...,.„•... .el z't•.�.V .3 •-•-�.,,s,;.; `.ch ,. =zx .a u'?`..�`E•"_+?Y':-��rE:i5,—•c� _,. —.F:;'• __ r. I - o The HHDQ series of hoidowns combines low deflection and high loads with ease of installation.The unique seat design of the HDQ8 Mm;rrium 9 ta greatly minimizes deflection under load.Both styles of holdown employ wood Rf i .__ Member the Simpson Strong-T!e®Strong-Drive®screws(SDS)which install Thidmess easily,reduce fastener slip and provide a greater net section area of H the post when compared to bolts.They may be installed either flush Hale ttfatr not m or raised off the mudsill without a reduction in load value. rafuu rod) �, :,+ Preservative L =r SPECIAL FEATURES: :; !zsa r s[ treated i -:: eld ;;;d: ;* H barrier may W HDQ8 Vertical • Uses SDS screws which install easily,reduce fastener slip,and = -,c be required. y z T; :. provide a greater net section area of the post compared to bolts. Washer Installation provided ,-' _ << o •SDS screws are supplied with the holdown to ensure proper Howev n :•: =- fasteners are used. g' _ - •'• •No stud bolts to countersink at openings. MATERIAL HDQB-7 gauge;HHDQ—Body:7 gauge,washer:�/z.plate ,0 FINISH:HDQ8—Galvanized;HHDQ—Simpson Strong Tie®gray paint }� _ INSTALLATION:•Use all specified fasteners.See General Notes. HDp8 6� •'" '+ •For use in vertical and horizontal applications. U.S.Patents •No additional washer is required. 6,006,487 and •To to multiple 2x members together,the Designer must 6,327,831 determine the fasteners required to join members to act as Minimum Wood one unit without splitting the wood.See page 20 far SDS values. Member •See SB and SSTB Anchor Bolts on pages 27-29 for Thick' ess anchorage options. •SDS screws install best with a low speed high torque drill Pilot Holes with a 3/a hex head driver. required) •Refer to technical bulletin T-ANCHORSPEC for post-installed H anchorage solutions(see page 191 fordetalls). HDQ8: •s/a'of adjustability perpendicular to the wall. •See SSTB Anchor Bolts,page 28-29,for anchorage options. For 2-2x and 3x sill plates use SSTBL models.The Designer may specify any alternate anchorage calculated to resist the tension load for a specific job.Anchorage length should take the bearing } �w-_/--Tfg plate/washer height into account,to ensure adequate length of threads to engage the nut Hii1H111 Vertical HHDQ11 Installation HHDQ14/14: (HHDQ14 similar) (HHDQ14 similar) •No additional washer is required- •HHDQ14 requires a heavy hex anchor nut Nangernotshownlmdariy '-- er ASTM (supplied with holdown) - test standards aFor neharbolt nut N •See SB Anchor Bolts,page 27,for anchorage options. :°, = should be.finger-tight plus'A ' = `: CODES:See page 12 for Code Reference Key Chart. ira�rt.a, ;;i, to'h turn with a hand wrench, ;;:,�,.. 'o�:�a%�„ r r:o:;�: ;=:�, -•. with consideration given to 0 possible future wood shrinkage. ? i-tv;} =• Care should be taken to not Via'•. _ over-torque the not.Impact z r wrenches should not be used. Horizontal HDQ8 Installation z - - --- �9:,:,,;:.::.:•_•__ !'- e7eris`iriri C6ads''I ;si;_tr!'E ..__._ •,r�,..,c:::.:..;::;,rr._.-;._�._:_,.,-�_:eDr ens o s:==:--:-::_:__,..,..._._...,._._:_:-:._�:_��� .._ : .�: m •- ----= 1 oiy�bi_ .} . t n. lullnl.. - _ :,:, Fos -- au.,iFi:.,r�e.�i.,r.:��..._,_._....__._._._...__..._i __...._._._......_...._._.. ..... _... r r _,._..;.. '_ ___�:_ .__ _ _ _ _ ..,_jj ,r,..•..rt:e.r..s-.L.e....,�__.{ s.._.._.._,._... .�:.. DOd-.....,:.,.. tIl V... -- - -_ .r..:.. . :..�mrr.,.., ..G-a._.:..rr.:_.[�`Iv _r.,.:_._.._..: ............:r.. __,.:_: :: :._:E,,�r :�,:. .... _i>: ;::: -----= - efl'e'stfoii_af=r_`: T..._._.:_.._ r..__...---- ----------- ....---- ----------..._ Anchor ._r..,:;_._„_..._._...-- - _ _ ti1_.....v.,...IQn.....,_�.............—.__.._._._.. =,Iv .. __ E...__.r .., _!J9''L' __ _ _ V117C neSS!. . _..,._. , :,,.-, .. ..� . 14.---- -r, ':'Alitiiu`EL:9zB_,__.,. fa 89:_�:.__ _... .,: . -•. _..a ..,,,_:...::.. _ ---_ .. ..:._._.•��r-C...,r,r r:.ri..nr.r..l..:.:,:�:i.r...r..�.eFi:1:.. ..,:,+r.n _ _ __ tL rny�n +ram„ .„,_.,: .. r.,......r.n„_.__i_ . .... :.... ' :_::'5.:......._.:s ....n�.v::: :.ems::::_�..:........ 20-SDS'h x3' 3 5715 4115 0.064 ti a HDQB-SDS3 7 2r/a 14 2'h 1 V4 23A 7/a 20-SDS114'x3' 311� 7630 5495 0.094 a 20-SDS 1/4 xT 4'% 9230 6645 0-095 16,L24, _.- -:. t ...- + -f ---- - ? sE:!ir_, :;aa _�-f#HDQi ,•,SDS2.�_,,..7:,=„� 3-:;:.:15�§:::,,.,'3h:;::.j:f1,:_:-:/a,..�.o�1.n_�,,;�_24,.:51)$.,La=X2,!�.:,, _5fz..,..:.... :�i.._...819:a-, _�.�... - - -- --- HHDQ14-SDS2.5 7 3 183/4 3'/z 1'h 7/81 30-SDS1/ax2lN' 7�/a 13015' 9370' 0.107 51ha 13710R•a 107459 0.107 0 1.Allowable loads have been increased for earthquake or wind load durations S.Tension values are valid for holdown flush or raised off of sill plate. With no further increase allowed;reduce where other load durations govern. 6.Deflection at Highest Allowable Tension Load Includes fastener slip,holdown elongation,and 2.The Designer must specify anchor bolt type,length and embedment anchor ball elongation(L=6').Additional elongation of anchor bolts shall be accounted See SB and SSTB Anchor Bolts(pages 27-29).Refer to technical bulletin for by the Designer when hoidowns are raised higher than 6'. T-ANCHORSPEC for retrofit anchor solutions(see page 191 for details). 7.Tabulated loads may be doubled when the HDQ8 is Installed on opposite sides of the wood 3.Structural composite lumber columns have sides that show either the wide member provided either the post is large enough to prevent opposing holdown screw face or the edges of the lumber strands/veneers.Values in the tables reflect interference or the holdown are offset to eliminate screw interferences. installation into the wide face.See technical bulletin T-SCLCDLUMN for B.Noted HHB014 allowable loads are based on a 51h'wide post(6x5 min.). values on the narrow face(edge)(see page 191 for details). All other loads are based on 31h'wide post minimum. 4.Post design by Specifier.Allowable load values are based on a minimum 9.Requires heavy hex anchor nut to achieve tabulated loads(supplied with holdown). wood member thickness in the direction of the fastener penetration.Posts 10.HHDQ holdowns installed horizontally can achieve compression loads with the addition of a may consist of multiple 2x members provided they are designed to act as standard nut on the underside of the load transfer plate.Refer to ESR 2330 for design values. one unit Independently of the holdown fasteners.Holdowns shall be installed Design of anchorage rods for the compression farce shall be per the Designer. 38 centered along the width of the attached post :Hold : .fie srnn res ..:....._..._...___._......:.,: •--.._...,___...._..._....:._.....____.�_._.._ _ ,;.,W...._._._......, I t .f 1 f 7 •��� : ' I This product is preferable to simllar connectors because of 3. y i Nails are G a)easier installation,h)higher loads,e)lower installed cost ' Countersank far w ur a combination of these features. a low prnttle ib -'=`- :g• strap surface. CZ The STHD is an embedded strap tie holdown with high load capacity, ! o and a staggered nail pattern to help minimize splitting.The STHD strap tie holdown e incorporates many features that improve installation and function-When used in STHD conjunction with the StrapMateO you have a system that helps prevent both parallel L a€S U.S.Patent 4 g mh and perpendicular movement during installation relative to the form.Allows for rn accurate location of the STHD's and reduces the possibility of spading. "_ 5,992 3 FEATURES a Paton o sripr :L: a •The strap nailing pattern allows for nailing to the edges of double 2xs. •A slot below the embedment line allows for increased front to back concrete a:'-151'tita' Min.t INI ` t='•• End Dist bond and reduced spalling. L •Strap nail slots are countersunk to provide a lower nail head profile. a - 4,�„ P -' •Rim joist models accommodate up to a 1T clear span without any loss ! df strap nailing. Embedment MATERIAL-LSTHD8,LSTHD8R,1-14 gauge,all others-12 gauge Line ' Y_ - 9 f) (fop of FINISH:Galvanized Concrete) le INSTALLATION: •Use all specified fasteners.See General Notes. �J r! 3T ern •See Post Tension information on page 43. Reber •Install before concrete pour with a StrapMate,or other holding device. "'` LBrq+° •Nail strap from the bottom up. •Strap may be bent one full cycle(bent horizontal 90'then bent vertical)to STHD8 varies from 4'to 41W Typical STH014RJ aid wan placement,but may cause spalling behind the strap.if the span is STHD10,STHD14 varies Rim Joist Application 1°or less,measured from the embedment line to the bottom of the span, from 4�K'to 5A PP full loads apply.For larger spalls see table footnotes for load reduction. Any portion of the strap left exposed should be protected against corrosion. a - STFID's require , •For two pour installations spalling is measured from the first pour. -. aminimum of �- •finless otherwise noted,do NOT install where: a a horizontal cold joint exists �: i'Nenddistance ( ) 1 within the embedment depth between the slab and foundation wall or footing s -_ when multiple Dr members are - --tt beneath,unless provisions are made to transfer the load,or the slab is o-_4 used as shown Re designed to resist the load imposed by the anchor;or(b)slabs are poured 4; onef4 over concrete block foundation walls. °` S1ueare •To tie multiple 2x members together,the Designer must determine the fasteners a. itMiin. - - 5ternwatl dq RebarLength MEN required to join members to act as one unit without splitting the wood. _ •Additional studs attached to the shearwall studs or post may be required by °•:-' ' _ 4 the Designer for wall sheathing nailing. :;;:::z;; "`' 2x Embedment>: •Wood shrinkage after strapinstallation across horizontal members may " 30 r..::•:•;,:'.,::. L�oth+�r Y MwFZebi��s'r'' '`.':,:::�. ::a::_;.:f.;...:y 7...::.:._ s Min.Reber Aabnx::; cause strap to buckle outward. ?!:':'.s:'+:(SS mfn,'.`.: "..:,+Sge' ?:: Length GODES:See page 12 for Code Reference Keyt.Char :nwnWn Typical STHD Applications (Tor two pour,see footnote 5.) Tension Loads for STHD Installations 0 ...................... :.::. _._.,_........_... :•:,;:Irl= trap Atlpwable.TtnstonLoads; .......:..:.:�,,.:.. ......._.,.:.,:-. !:::.:.•,. ::_.:.::_.__..I._.._._.....:._....:..-.l._.._.:.-.-...............:.:...-.,....t•�,.:.......:..!:;,:.._....... titQfstance,:r... :!:.:; - - :......:....::.:,:,.,,:•.:,::.-._._:. .._.: :_:,:._.::.._.:...:..E .,..r._...,�._....,..__.:.::..::.:,:,:::: �.:••:...:.•,....__.._._..__..:.........,... ....._ fin. ..:. _..;:;r:,';;,�:i-i;::::�:,:�:. _,.,... Mtn. :.,: �t:.:...:..:..:.:.:..:.:............_... . ......Model ......_ .. ::: ,::. ....... ........:..._.. -._..__..._._.... :-!:_ .. : : ,:,:.Ste �: ....................... :...: ::..:te•:... . ........ ..s_._......... :,..., - - ,:,:: _...,.•........:.._. _..........Rrm.::::. .......:.:.......:..:::....................:........ ........... ..... _... _.....i.. ...._..,ct.a:: pit`.,:.••;t:�t€ii ;i!i (z�I���:i �`1R f.=:• - Standard .:Rrm:Jgrst�:_.:., .,.....•. ..:::::.:...............:..,...._.....,...........:.•.,--:.:.:,,..:....:_.k....,_._11z._...._..le._......�....,:._.......,.,:::,�t..:.e, ..:::....:.::.N�i2 Nji....__......_................._._._._.__.._._..._.._....:...._.: ..,._,.:..:........: :;:�.:.,.,t,. Mn 4..... ...........:... . Co cr le-.:.. ..•!300¢ sl,Coacete<i, _ _ _ _.__:.-:....:..::....::..:::.:::::.. MOM! ..rt.e P.. ......._.__,.:..,:.,,....._,...::..:.:::=:_ ...•:.::,_,_�_,:.............. Model..;_.�:>;;�.:.:......:._.,....:...._:__._,.�_......:r.:,..:,:......_P ,<rt, � LSTHD8/LSTHD8RJ 6 215/a 351/a 8 24-16dSinkers 1695 1695 1695 1825 1825 1825 1950 1950 1950 STHDB/STHDBRJ 6 215/a 351/a 8 24-16dSinkers 1760 2050 2345 1950 2210 2385 2135 2370 2425 ..,,: +r28Yfid,Stnkers.,,::.2085:::2.ra75s:! ;t5025i= ii`d025a:,x.5025':;t;5�25i;i IL4° LSTHD8/LSTHDBRJ 8 21s/a 351/a 8 24-16d Sinkers 1695 1695 1695 1825 1825 2335 1950 1950 2975 F24 a 5THDB/STHDBRJ 8 21s/a 35n/a 8 24-16d Sinkers 2370 2370 3195 237G 2370 3195 2370 2370 3195 s r e uikets27g '•; ':` :r37.25s 3730:u. ,3730:_Z.3Wit; 't373ffa::ir373D?: ...:.: z i;:'rt; _l�_;: i'. :!r<;_:�i;gs ;+;;;`�4::::::.38.i6 .5 n er,::.:,:388S;;:•44$0:. :a5785:,t:1<5025i;:;f50'5:;:�578.. �5D,2.5::::::....251;a:�...85„ •STHDI4FSTF1f31;4RJ_,-�:.....8: . ,,,,3��Ia,,,,. 3.le;.,,;:.............,. ....,ri...l.k:;t.,:...•: 1.'RJ'after the model indicates STHDs for rim joist applications,e.g.STHDBRJ. 10.Calculate loads using straight line interpolation for corner distances between 1W and le. o 2.STHD14RJ on 8'stemwall requires 30-16d sinkers. 11.STHD14RJ installed on HFISPF in an B'slemwall:the la load is 5370 lbs, 3.10d commons nails may be used with no load reduction. 12.Post design shall be by Designer. 4.Minimum nail end distance to prevent splitting is 10 x diameter,11h'for 13.Loads shown apply to post tension slabs when one N rebar(minimum)is installed 16d sinkers and 10d common. (per single pour rebar installation on page 43). 5.For two pour with 4'slab or less.The STHD14 load at IN end distance 2000 psi 14.Structural composite lumber columns have sides that show either the wide face or the is 3235 lbs.and 4220 lbs.at 14'end distance.The STHD10 at the same condition edges of the lumber strandsAteneers.Values in the tables reflect installation into the is 2035 lbs.for'A'end distance,and 2750 lbs.at 10'end distance. wide face.See technical bulletin T-SGLCOLUIAN for values on the narrow face(edge) 6.Allowable loads have been increased for wind or earthquake load durations with (seepage 191 for details). no further increase allowed;reduce where other load durations govern. 15.For concrete spalls between 1'and 4'the allowable loads is 0.90 of the table loads. 7.Where fewer fasteners are used in the structural wood member,reduce 16.Table loads apply to cornerstemwall applications provided that there is a loads according to the code. perpendicular stemwall at the corner having a minimum length of le. 8.To get the full table load,the minimum center-to-center spacing is twice See page 43 for loads where there is not a perpenducular stemwall at corners. the embedment depth when resisting tension loads at the same time. 17.Testing to new[CC-ES acceptance criteria to be completed in 2009.Reference 9.There is an increase in the amount of deflection if the strap is installed on the rwnv-strongfie.comfor latest loads and Information- outside outside of the shear panel instead of directly to the framing.Refer to 18.NAILS:16d sinker=0.148'dia.x 3'/e'long.See page 16-17 for other nail sizes and information. technical bulletin T-PLYWOOD(see page f91 for details). i nl in m Straps are designed to transfer tension loads in a wide variety of applications. FINISH_PS-HDG;HST3 and HST6-Simpson Strong-Tie®gray HRS—A 12 gauge strap with a nailing pattern designed for installation on the edge paint;all others-galvanized.Some products are available of 2x members.NEW The HRS418Z installs with Simpson Strang-Tia"Strong Orive'�l i in stainless steel or ZMAX®coating;see Corrosion screws(SOS). I information,page 10-11. LSTA and MSTA—Designed for use on the edge of 2x members,with a nailing I INSTALLATION:Use all specified fasteners.See General Notes. pattern that reduces the potential for splitting. ( OPTIONS:Special sizes can be made to order.Contact Simpson LSTI—Light straps that are suitable where pneumatic-nailing is necessary Strong-Tie. through diaphragm decking and wood chord open web trusses. CODES:See page 12 for Code Reference Key Chart MST—Splitting may be a problem with installations on lumber smaller than 3,k'; MSTC and RPS meet code requirements for reinforcing either fill every nail hole with 10dx1Yh`nails or fill every-other hole with 16d common cut members(16 gauge)at top plate and RPS at sill plate. nails.Reduce the allowable load based upon the size and quantity of fasteners used. ! International Residential Codes 2000/2006 R602.6.1 MSTC—High Capacity strap which utilizes a staggered nail pattern to help minimize 'ff International Building Code®-2000/2906 2308.9.13 wood splitting.Nail slots have been countersunk to provide a lower nail head profile. l (For RPS,refer to page 172.) 1'/,�I 1'!i�{ �Iz ° �5e".� I� 3' 1Y`�I $�8►1 �-W i An in i - - 3, ^'u CO Q`ow Ebini nn N W. � �.Nnnn W ni UM _ z.:.. ZV - - - -- N dam' inn co H5 ri .Si." .p F Q —W.�.�yy....-, — N ntw to nZ, lt=;T? >nnt._ ` -_ is a- - ST211:5 :; A=.:4 y ST9,ST12, yam. Vin ST18 ST22 H 1%2 MSTC28 nVI ST nZ EJ ' N, LSTA and MSTA — ta t J. (Pilot hales not shown) Q::: _ =a :iiSs. o: ;i::ifn;— N_ ::'1�:::::::. .......__.:..:::...:................................. in iz - i.Qiii s?O:i- i-Lfiµ 4 � �i sirs=:n.-... %z— ic�EST." W _a��':'.i'.��=ice�'.--_`•i .6`•�i�'� c::.........::.:: d bi iQ'^=."•.ter=:;��.............:.....::.s.:::i::.....: aai i'tZ-; Ii6: `:ia� 31�a; �C -- - - z - - - 3 :a >_ �. HTP 37_ - ..3�ii•"•"aili��i�°c�i Q y " L =::u. s iliG air in in y Sfs -- - L �:: .—Inny:.:: a•' -<`°``"•— -- HST - T i i W -sr' LSTI - - ; MST[ MST - i1a Y� 2'h° HST2 and HST5 HST2 HSTS t n 3° HST3 and HST6 HST3 HST6 _ r u _W_ IN : HRS HR8416Z i ,' . _:: _ �•.. � _ •'ice# ;'- -a,. •. LESZF�:`: ., y -q,,o b.;:ry: :uT6 _ :� :�:-.a.as Typical MSTI Installation (MIT hanger shown) a Typical LSTI Typical ' LSTI similar Installation HRS Installation 148 ..____...____._._._.___-_,::�::::.-.—::.._._...---...._..xu::t----.-._-__�:::�.-�.-'_-'-'-'_.-::rr:::v::::u:v.:,:a:::u::w:r::.::'.a:evr:,.a.wu,w...,_......_.............»,...........,.....�.,.._.p-..y�..,,..n..._.....I'_•.T.:J.^.t t ........n......._...........................va..........un..........,..•.........n._:.......«................n...........«.n..._in...-..-...-..n-...-.-....min...,..-ry—..;.n.�.r._..,.�,.,....:..,......r....:.i;.:....e'f..:«.._„L:...:::-:......�:. lfi i ■ r 1 ! � n..6 s ,. t - CODES:See page 12 for Code Reference key Chart. f o These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details: _........ ....................:............................. End Distance HiM I ...... .:..: :�,::::•:::::,: :::::;::-::,:!�!:::;° and Strap orisBeamt...:.__... FlEiF-iy-=i _<._:, 1_ -LSTA9 9 8-10d 740 635LSTA12 2 10-70d 925 795 LSTA15 5 12-10d ilia 950LSTA18 1B 1410d 1235 ilia {4,L19,F2LSTA21• 201 16-1Dd 1235 1235LSTA24 24 1810d 1235 1235ST292 s/is 1216d 1265 1120 ST2122 2% 12135s I 1616d 1530 1505 ST2115 1/4 16-1/is 10-16d 660 66D 14,1L14,L19,F2 Typical st lafian (Hangeerr not shown) ST2215 21/,s 16s✓,s 20-16d 1875 18BO Bend strap one time only LSTA30i ?Fii:f1 s i`30i6;- i;iis;;2210d :; i''164'0'['=`i ............... ;LSiL491 _;!'i;'e33f 1'49s3i 32:1 dx1: ~; c297 r1, :l:s"i.`•1s 255$i is - - F `5{l i .. . r' ':;'t!ii ".;_.�..:_ - 'g.. M$TAtS,r: Hj :::-=c it ,:15 i2.D....:,:.,:, (I<<...,:<:a.r.; Dirrc,..,.:.-Baits;,• C M5TAf6:::,:=.,,,:,,,1/4::_;s;:18,,,:::::::::•:14:1Dd_: zT j315.-: :.:::.::,:::,:;f130;:n=..;_; _.... .. :.N ( yt: ;Ref ::• - --- =1 Dd ......_. '.M...'...�1::, ;.r_i14iiic�l;'.'i -.::�_� :"=',:i ?':290 =�i,=i ._.. ..:.........._..._..............._a......._._.._- .._:...:, u•:::::-::r::.:::::a:-. s<........1................:. s 1"a41si<: si18 i6" iii;`t'i:iil=i764fl i ai iiii;s''`.: 55=e;.r MSTA30 11% 30 22-10d 2050 1B20 PS 7ga 4 16 4 3/4 18D MSTA36 1% 36 26-10d 2050 2056 PS720 2D 63/4 20 8 lh MSTA49 [11/4 49 26-10d 2020 2020 F26 t.PS strap design loads must be determined by the Designer for each installation.Bolts ST6215 165'ia 20-15d 2095 1900 14,IN,L19,F2 are installed bath perpendicular and parallel- ST6224 23s is 28-i6d 2540 2540 14,L4,F2 to-grain.Hole diameter in the part may be ST9 9 8-i6d 885 76D oversized to accommodate the HDD. Designer must determine if the oversize ST12 16 11% 1016d 1105 950 creates an unacceptable installation. ST18 173/4 14-16d 1420 1330 14,IN,L19,F2 ST22 11/ 21s/8 1816d 1420 1420 MSTC28 3 28%4 36-16d sinkers 3455 2980 t* 4 5 F C 1 'ii w o MSTG40 3 4D/4 52-16d sinkers 47 5 430 14,L19, 2 _ ....:-0....._�Q.;;� y + iiii€'ss's' ja�'±vi"fin:i3i5i:. z MSTC52 3 5Z/a 62-i6d sinkers 4745 4745 __..,.....,.•..::................._....;. y C y _- `• iifi' 'ii`i d HTP37Z 3 7 202iDdx1 1851) .600 170 ;p. _ - MSTC.66_....._...._............6�/...:.. i€586 PS21 B aM PS419 2Y,' 1% y MCre7ac=ii:14 =3 =i:17.'s€i7616dsiiike'iss "s 5864 14,L19.F2 ..:.ZS.._.._:._r:.::...:......:..._.... :..................-......_....:............_..._....,_..c.............:......_......_.-...._.:. PS PS720 3Y.' tth' ........ ... 623 :21rs: 3?.. :uu1:;a_4016'di ;_iAn 1t1-''3H45 ,- w HRS6 13/a 6 610d 605 525 z HRS8 13fi B 10-10d 1010 880 F26 s HRS12 13/a 12 14-10d 1415 1230 z MST126 2%s 26 26-10dxlh 2745 2325 6 i o _ MS1136 12 21A6 36 36-10dx1li 3800 3220 43 MST148 2%,e 4B 48-10dxi1h. 5065 4290 14,L19,F2 1 �7 N MSTI60 21As 60 6010dx11h 5080 5080 MST172 21/e 72 6410dx11/a 5080 5080 ? HRS416Z -N 16 16-SDS'X,7c1W 2835 2305 170 : U 1.Loads Include a 60%load duration increase on the fasteners for wind or earthquake loading. I gEl 2 1 Ddx11W nails may be substituted where 16d sinkers or lad are specified at 100%of the table loads except where straps are Installed over sheathing. 3.1ad commons may be substituted where 16d sinkers are specified at 100%of table loads. Typical PS720 Installation 4.16d sinkers(0.148'dia.x 3/4'long)or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Use half of the nails in each member being connected to achieve the listed loads. 6.Tension loads apply for uplift when installed vertically. ! 7.14AILS:16d=0.162'dia.x 3'h'long,16d Sinker=0.148'dia.x 31/:long,10d=0.148'dia.x 3'long. 10dx11h=0.14B'dia.x 11/z'long.See page 16-17 for other nail sizes and information. 149 .... ........... ....................�.....,..,.—.._.... ....-.-:._.. •m.::r.:r_::;•csixnr.,:ar::craw_c:........... - r:• .ar4—..rra....................-..t_.........._.•_ ----».::::sx:.:n.:::....... .....:rr.:.�....::a.-.::;:.l;::r:c- a:.=� + , Fie➢r-to-Floor Clear Span Table Nails are • stitch raTing _..:......::::-._._,.:..- ,::_•.-:,::i;,,- At double studs [ImvableTensmn:'Allowahleletistnrt not required y others MadetFfo - Cieaci lEastefirrs? Edads;1]F15P',a; Caads SP:: :.!:.._ ...,. - in the rim ............a: `1':.CCufat =i_it G ._...._..._...._. ...:.�.,:,_...;:.... - boar area '.:is MSTA49 1B 26-10d 2020 2020 15 26-10d 2020 2020 e. ., . _:._.r.._.._._r..:.._..- B.;.-=:_1Z-76dslnkers. 1. i.'..'?;'995`=_ i ;-76_ : I6:7FdslFtfcers ... 154fk.ii .;'1°34 _ a __._:=�,5,-�-�: -_!_::_�=•. ._._._:_., �: - When nailing MSTC40 18 28-16d sinkers 2695 2320 the strap over - 16 36-16d sinkers 3465 298D OSB/plywood,use Y _ = a 21 "Ion nail h - 9_ 'g!-i i4'4':'16�sriliets :`• - Yi423:5i� _=364 _. min mum. e - sj6_;_� 4:�i6d�lnkers :•=:.; , 18 64-16d sinkers 5860 I 5495 MSTC66 16 j 6816d sinkers 5860 5840 _._._._......._....._..._.__._ ................ ,.7fri6d smke.s:!: i i 586 :i f>i 1;1;i '=i=i 8 f..:. Itu15TC7 :..: ....,_._,,: _ ,:-... - ...........:.....,:_....._._:_._::,:' :::::,_--:::,-.-.•:-:: _,:::. STHD _!; ," Typicai Detail , :� Shown 18 20-16d 2465 2135 with Strap Ftoarto Floor MST37 `' Tie Installation 16 2216d 2710 2345 Installed Over 'i _ showing a - -....:.,:, ::•t_:::•.::!:.:,::::::,:' !.,,,i,::.:, Sheathing _........%=3Z 16d;;a_.; _:_3425,__,::_!,!.:; - Clear pan MST60 18 46-16d 4830 4830 I 16 48-16d 4830 483D -----i CODES: NE5T72 '18 �(6.76d 483D �4830 i i i.Loads include a 60/load duration 4630•„_ d830. .- See page 12 for l increase on the fasteners for wind or 1 Code Reference earthquake loading, Key Chart 2.10d commons may be substituted where These products are available with additional corrosion protection.Additional products on 16d sinkers are specified at 100%of the this page may also be available with this option,check with Simpson Strong-Tre for details. table loads. 3 16d sinkers(0.146 is x 3t/. long)orlOd a;!a!;: -"'"-'• '-, _::,kl(pwahfeTenlpn:f ;:Jil(ayaa6leTen$�ott;;Lua�s;; - commons may he substituted where 16d _ _➢imens3on : :.FastegersTgfal) , ➢F 1? ;" _ ( •JS ,u._ ,(SpFJF�F)„ ,„ commons are specified at 0.84 of the table loads. - s.; :G - � �- :_,.:.-�> ...• 4.Allowable bolt loads are based on rallel-to- :_,;,:.., ails: ii Holts:i,!'' :::tie ...:: _._ : ....<:�...-:-,.::,::a::::��_Selts'__:-:::.::1!tatts;.:::�::�:!:�SNts>'��-'.t° =�'�_.... - --- .:_, :,,-:�::!�:. .,_:�__, ::.:::_ .. _.. _ - _ _ - - _ rain loading and these minimum member :!_:,::•::::.: :::::.::-!,:: ! :_::=.,:,:_,r::::::.:<;:,!.!:.:0 _.!➢la... 160':::::....:•-::160:. :_,...:16Q::,.--.._.....li :.!.,:;:. ti'. .. �.....f,.....,,:,�....}.r.,.. �....�-::-:.,,,...1...)...... .,;-=; [ thicknesses.MST-214';H5T2 andH575,4'; MST27 21/,a 27 3016d 4 36 3700 2165 3200 2000 HST3 and HST6-4W. MST37 12 2yi. 371h 42-16d 6 -2 5080 3025 4480 2805 5.Use haft of the required nails each member being connected to achieve the listed loads. M5T48 234s 48 50-16d 8 1h 5310 3675 5190 3410 6.Straps not installed over sheathing with :.._...,.•:;:;':r.......... :..............................:.::.'--;: i:,;!:-,..,,..._._._._........ ._..;_........__+;: - 10d 0.148 dia.x 3 nails s ecified may be 6d::::::10::, .: ::!::.t'::6730:;r_:st:!s:a: 85 ;Sd7 ;Ds';r+;is=i_fdfj5`i p ;lu[STf4.r.,. :...._:..:,,T..__ :.:.....::... :.:r •-r..._:..,._...„.,.:,,... A,.,,.,,........ ��.r,:.,r:,,:,r:r.:.. ,.:,...r substituted with 10dx11h(0.148 dia.x 6,_;.' j:.;;;;; with no reduction in load. :MST72t; ;e t1/sa2;::! 68;16ti;IE!iQ;; a�eil 4 673II:;' ::¢t-:�7485 i€;,a,. 47 :;;I rF"";:E _._..._..!_._... .. : 4 L 2 -: 19,F H5T2 21k 21Y — 6 % — 5220 — 4835 7.Tension loads apply for uplift as well HSTS 7 5 211/4 — 12 % — 10650 — 9870 when installed vertically. o ® = 3 long, .. ..._.........................._ ....._....,.,-._._....,.._..,._....._.........._.._.....r ;;,;»:;:;,,::;:::;;;;;;........;._.....,..._•_......:._. 8.NAILS: 0. 6 ia_x tFz � :;!::,::!,:.• 7680:_.!•;.,_ ::,ri!,..,,.:,::'t! 66 ! 16d Sinker-0. 8' ta.x 3/, long, o <S15T3, .1;_ _r 3. . .:...:.....:':!!,�:_:::--=:..i:�:..... ..........:::.:.::. :":� _ Ddx1 fz-0. 6 ta.x fz ong.See page ,1:f5T6625h!!::: �--:.; 12 / �:Lri^;..,;.....•:;�:...1 :� 0 _i�i- ... ail sizes an informationfA . - ::!.!,: !,r ifi 17 for other n d i o 6 L ? 'S1 r U A high value seismic tie for horizontal ties across intervening members. FINISH:SA36—Gaivanized;HSA—Simpson Strong-Tie®gray paint 9° INSTALLATION:-Use all specified fasteners.See General Notes. - Typical HSA N •May not be suitable for floor diaphragms which protrude above beams. Installation N CODES:See page 12 for Code Reference Key Chart. ...t ts: atal'' Hanger er not shown 0 - r..}�... - - SA36 12 ga x 21/,s 36 22-16d 4 1,ta 1900 1900 — - c2290�= _ 'i ........- -- Max Strap 5 -- - � 1s' SEEM= 9....._.. ..._ :;: 1 !!� - ; ax3::-_:;::50=;:_+.:i:!�=i;i.:::,:5=i :=si:�',!;::� i;:t•T`�;` ; ;=�1+.640 I - HSA59 3 ga x 3 59 — a a/, — 8330 HSA68 3 ga x 31fz 68 — 10 3/4 — 10020 1.Allowable loads have been increased 60%for 4.Only SA36 can be field-bent for other wind or earthquake loading with no further increase intermediate beam widths. allowed;reduce where other loads govem. 5-NAILS:16d=0.162'dia.x 31N long. ' S3ddleRange, 2.Allowable loads assume a restrained member See page 16-17 for other mail sizes and Typical SA Insialtatinn of 31fz'min,thickness with bolts in single shear, Information. with Saddle Hanger 150 3.Bolt and nail values may trot be combined. i :_._:_.,.C ._:.__.._—.. �.....-,...-,.._.._..__,..".,r.....tea_—.::=:�a.••;p••;•;!=r:;......."....-...»...r.:.^.::r^.=~•tispE-4c-�'_ 1 0 Twist straps provide a tension connection between two wood MTS Installation members.They resist uplift at the heel of a truss economically. as a Tmss-to- i� Typ• The 3'bend section eliminates interference at the transition Tap Plate Tie s�o- -_ points between wood members. .�•:• 5 ,o MATERIAL:LTS-18 gauge;hrtTS-16 gauge;HTS-14 gauge FINISH:Galvanized.Some products available in stainless steel and ZMAX®coating;see Corrosion Information, �; sue' L page 10-11. INSTALLATION: i- Use all specified fasteners.See General Notes" CODES:See page 12 for Code Reference Key Chart These products are available with additional corrosion protection.Additional products on x� ibis page may also be available with this option,check with Simpson Strong-Tie for details. 23 F .: fowabre::;;.<_s.PFLtIF-Al fataaht : LTS12 i5° _.. - - :,::::::.:_.5..........:... ... _.. : : _ (MTSandlCTS _;: .Loads:,::,r_ - :::;Mode+I:;r: ::.:.............. .:.....:................. P:.:...::... ME!. f? :::-....: Gp`�e I..... I similar) r^i ................:.�:_:,,:..,.,.. , F linSCsl;il1,,.dzl:fr; ED : a ;i_; - ifiQ. 1 fl. LTS12 12 12-10d 12-1Ddxi'h 775 720 665 620 F; LTS16 16 12-10d 12-10dx1'ih 775 720 665 620 Y * MTS30 1)G° LTS18 18 1210d 12-1Odxllh 775 720 665 620 =15�- - (HTS3O LT520 20 12-10d 12-10dxl.1h 775 720 665 620 117 similar) �S3OC •.: 9=: -1 -1OdzjZ? v -:"•1 OD= _ t00ll `8fi4 i8fi[} _I_. (HTS3OC ;;MT21' 1 i.:::•: I E4dl;.,:4.:...........fz i ,:...Q........ L 16 similar) . .........:....:....:.: :::. ) - NS1:S7:5 ;4:7:od_.1..:_.,.. -: iitio-`>'�aouA�i>t�-aso�-�!==�= t410.. :::.....::................ ..,.., :.._......,...._...,..,_...._._.._. _ ;.:, :' - a.:.=::2D- iodz r it rtooa«,::::_xQiia € ssii; s6u MTS240 24 14 10d 14-10dxllh 1000 1000 860 860 F26 MTS30C 30 14-10d 1410dxllb 1000 1000 860 860 '!:ii 6i1 ll_76.70d:- r1&:1:Oifxil.._=;;[12 Oi'•is: t:#5(tI =1D85 ji'99Qj ._ 50i1i =1#1956s [245' a' }TS24;:li'l 2?tiS 20 f0d;; =s241.OdxlTfi ;?=t4.9..Q:' 1450 1245'•.ii` 1T52fi';`s!Zti i.21)7�(1:;' 241Odxt?fi t45`Q i450 12Q5 I245 117,F16 0's ical MTS30 :16ds s' g1Otlx1 -_ f450 '!:14:5 tij;1241'_i; Oi24rsii9il T In II HT53OC 30 20-10d 24 10dx% 1450 1450 1245 1245 a 1.LTS12 thru LTS20,MTS16 through MTS30,HTS24 4.All straps except the MTS30 and HT530 through HTS30C(except HTS30)have additional have the twist in the center of the strap. nail holes. 5.Twist straps do not have to be wrapped over 2.Install half of the fasteners on each end of strap to the truss to achieve the load. achieve full loads. 6.May be Installed on the inside face of the stud. c.a ? MTS30 Installation 3.Loads have been increased for wind or earthquake 7"NAILS:10d=0,146'dia.x 3'long, ," o loading with no further increase allowed;reduce where 10dx11h=0.14B'dia.xl'h'long.See page with[-joist Rafter - z other loads govdm. 16-17 for other nail sizes and information, ti a f� z o For fast,accurate installation of door and window headers and -s w other cross members.HH header hangers can speed up the job, strengthen the frame,and eliminate the need for trimmers. a-ts,a-sts- o MATERIAL:16 gauge N FINISH:Galvanized p INSTALLATION:•Use all specified fasteners.See General Notes. i H Y e u -' > F4 Atfaebmen to 2x studs will result in two round holes not y being filled in the studs and load reductions as rated to table. ti io` N CODES:See page 12 for Code Reference Key Chart. .:-.............. o _.!..._._.._....:;-•:::::..:......:... : .:!_--:::_..�.................Min....._..... � F :-,........ :;. ...... .. Ref: '!-a ::Stud,: :Header..._.< HH Load - 0 115 12, - 2x 7-10dx11� 4-10dx1!i 855 965 1035 — 575 725 Directions HH4 3'h 213AB Dbl2x 7-16dx2!%i 4-16dx2!4 1010 1140 1195 — 710 750 170 n p„" ` ' 3x 9-16d 4-16d 1195 1195 1195 710 710 1085 114,L21,F1370 _ Odx1: 'a22t1`;1ai21 7i: ' :1:Dfia'.fb�S F Y 0 ax:1:2 6.. - ,,= :1;:1216:d = RA ..; 15f35 y595 1595 7065 _•10f5 1b85 114,L21,F13 1.Loads have been increased with no further increase allowed;reduce where other loads govern. ?l' - 2_For 3x posts,16Wx T nails may he substituted with no reduction in load. �(: Typical HH 3.For SPFIHF lumber use 0.86 x DF/SP allowable toads. I±`. Installation 4.NAILS:10dxl f.=0.148'dia_x1'k'long,16dx2'h=0.162'dia.x2'.`:'lmg,l6d=0.162•dia.x 3'h'long. See page 16-17 for other nail sizes and information. 159 .-se:.� "x:.2S.1:F5 - '_ =3,uY�•tc:,3'.fu?.c.^c�^»-�sft•fnY'1 ^r:@:; —_—:^':$e-jli ?$3:,rsFtTs,-.is`i.•^,.+: •> G...,.. ',sfy.:'.,.-•°Cy..r.,.,«.�T::_C:� :r.� •.,:.Y�:`_.'.�':�•.�.e•f -:ei:_:.i� ^.z 13;:J• '5:7 AI:: - - C:�i:•?S$....e •.a,c�_..,x. ___..�-r"i.-ail '.f�.fc3:... .:r.�'•::_ .'•.n��.-tLf:r... t"�?'c�r•�-ia�3i_sr..¢:r:T�"=L�i4 � o.e,_f'"`2?}�;_._ _ _ _ �.�t"'_--=:aCre- �-?.� ...,. `••..l'1L_'Qs_�,..T-,_'2»c>Kt35:=__. � .s+..;x-.�._a..0 _ _ ' I� • _ t -I�~'1T- - _�!''.mom SST+ k _ O The larger LTP5 spans subfloor at the top of the blocking ir�6!•�-�) jij�/h� 4'n'--"I or rim joist.The embossments enhance performance and the — min/max nailing option allows for design flexibility. NO The LTP4 Lateral Tie Plate transfers shear forces for top _.r.._.w_yy{r` plate-to-rim joist or blocking connections.Nail hales are i.-.,. a:i;: spaced to prevent wood splitting for single and double top ' "`_ `! �� "•' =�' - '=- plate applications.May be installed over plywood sheathing_ a:. 5+n The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two-and three-way ties.Balanced, - +- ��'� rw��c --•--s-�=:;`E?= =�=��=�.-=-'�i° yRi-^' H ;;�,:�::. 11N 1 n5`�-• ':�ien:..i-;.is-��:�:._=4:� completely reversible design permits the A35 to secure a A34 great variety of connections. MATERIAL:LTP41LTP5-20 gauge;all others-18 gauge 3 -:::t r,..r:.•_.•,!{+ T�,- _,a,cz-': F{NtSFi:Galvanized.Some products available in stainless steel or ZMAX®coating;see Corrosion Information,page 10-11. A35 INSTALLATION:•Use all specified fasteners.See General Notes. LTPb •A34-Use 8 8dxty/�nails. , :_ iiy•_ �r-::: •A35--Else 12-8dx11k nails_ ��__- >•�t- ;�:,�_ •A35-Use 9-8dx1 Yz nails for connection types Ai,E,Ci. '�itife:'S•'�'s::� - i_ •A35-Bend one time only. •LTP4-Use12-8dx1'/nails. •1-TP5-Use 12-8dx1'i nails;G Max use 14-8dx1�k nails. --=¢L==' CODES:See page 12 for Code Reference Key Chart. LTP4 ! These products are available with additional corrosion protoctlon.Additional products on Joists to Plate Studs to Plate " this page mayalso be available with this option,check with Simpson Strong-Tie tordetails. with A Leg Inside with B Leg Outside .t .H Mr IIaV als(eLo6dsj=i� -�A{littwah[� tiatis�;s;_ ��qde,�: Nludel: : Type.a <Oitietl .. s_ri —_ _ No=' tOdtinedttott: ofLii d -- is __ =f Eqo=; iodf .; E ipar:." @ Rgpfd _ - -`\S�0 rill 340 415 445 A34 i ., ❑ K _ Fps 395 455 455 340 a90 390 - , 0. __�_ WE •� : LT��I �cGHi9:F iai is v.:—iu_.:�u.!xJ¢v •: Gelling Joists to Beam�jj ...`:. {P1,L.21, Joists fa Beams g nuuii; :n�¢C _Rpd:: 1:y}- ...=C 111Y9H4 4 13 air 5s= < a2 ._ '_=331ra r32f--i! _-'r`= _ _- - `23.. 2Qii l!LL'¢?1 u r Eft' =ieii= - � - - - vv-- - - -''i-`;i`;�:.:x - `�2,�.:- s:-e�y:[_,..5''Zt'��} >li ':'?'r'�- -----•--- --- a. ° - ,< r r c 114, [Il LTP4 � 6 5f5 645 670 ¢4� ,i,,5 575 � = ' H 515 645 670 445 555 575 1-21,F13 IPIF;_;'11"5i - ,::,.:! =1G.:::1 's ate:==<S ;c]_ uati' S ; ., 3 ,¢ Ir '' _ - -- - - - - --- :;TPT 25 - - - z 0� eSij_i=._ --?Is •Af!.}:b•lis. 3.`4:'?.'J:�r`iiii r4 A34 - A35 - ca 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, the minimum joist thickness is 3'. y 2,Roof loads are 125%of floor loads unless limited by other criteria. Fi z 3.Some illustrations show connections that could cause cross-grain tension or beading ?A 5 of the wood during loading if not reinforced sufficiently.In this case,mechanical 2 0 reinforcement should be considered. A• U 4.LTP4 can be Installed aver3/a structural sheathing with 8dx1th nails and achieve 0:72 of the listed load,or over 1/2 and achieve 0.64 of the listed load.8d commons will achieve 100%load. 5.The LTP5 maybe installed over structural sheathing up to IN thick using Bdxlih nails with no reduction in load. A35 6.Connectors are required on both sides to achieve FZ loads in both directions- ❑3 A35 ® � 7.NAILS:Bdxi'k=0.131'dia.xi iIN long_See page 16-17 for other nail sizes and Information, cn 0 0 N O - N it LTP4 attaching Top Plates to ' LTP4 Installed over Rim Joist Chimney Framing 0 Plywood Sheathing 0 LTP5 Installed over Plywood Sheathing 162 AS, OF NP ti oky co 9�0 9 REScheck Software Version 4.2.2 � � `a YJCompliance Certificate 08286, Project Title: Job#30664 07121/09 Energy Code: 2007 New York Energy Conservation Engineers certificationtseal applies only to factory Construction Code manufactured portions of this building.Certificationiseal does Location: Suffolk County,New York not apply to site installed elements or portions built on site Construction Type: Detached 1 or 2 Family such as,but not limited to;foundation,exterior steps,or other Heating Type: Non-Electric site Work,Site%York must be designed by others for site Glazing Area Percentage: 28% conditions,under local jurisdiction. Heating Degree Days: 5750 Construction Site: Owner/Agent Designer/Contractor. Customer.Tomazxweski Builder.Turn Key Darryl Mincemoyer,Plant Engineering Manager Southold,NY 11971 NY Premier Builders,A Div of Muncy Permit# __-_ Homes,inc. Permit Date: 1567 Rt442 E Muncy,PA 17756 570-546-8915 dmincemoyer@premier-builders.com Compliance:2.1%Better Than Code Maximum UA:335 Your UA:328 SEEM Ceiling 1:Flat Ceiling or Scissor Truss 184 32.0 0.0 6 Ceiling 2:Flat Ceiling or Scissor Truss 224 51.0 0.0 6 Ceiling 3:Flat Ceiling or Scissor Truss 76 38.0 0.0 2 Ceiling 4:Flat Ceiling or Scissor Truss 632 32.0 0.0 21 Ceiling 5:Flat Ceiling or Scissor Truss 184 51.0 0.0 5 We)]1:Wood Frame,16"o.c. 224 21.0 5.4 11 Wall 2:Wood Frame,16"o.c. 1210 21.0 5A 31 Window:30 x 37 SS:Vinyl Frame,Double Pane with Low-E 23 0.330 8 Window:34 x 65 SS:Vinyl Frame,Double Pane with Low-E 414 0.330 137 Door:64 x 80 2 Sidelites:Solid 38 0.230 9 Door.32 x 80 9 Ute:Solid 19 0.320 6 Door.32 x 80 Blank Solid 19 0.160 3 Door.72 x 80 Vinyl SGD:Glass 40 0.300 12 Wall 3:Wood Frame,16"o.c. 296 19.0 0.0 17 Door.30 x 80 Blank:Solid 18 0.160 3 Floor 1:All Wood JoistlTruss,Over Unconditioned Space 385 30.0 0.0 13 Floor 2:All-Wood Jo)st/Truss,Over Unconditioned Space 1162 30.0 0.0 38 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of hislher knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. :duMusudevmm+ue�moyr Darryl Mincemoyer Darryl Mincemoyer,Engineering Manager Name-Title Signature Date Project Notes: 1-Caculations reflect only that portion of the unit assembled in the factory. Should further living space be added or finished that is not covered in the factory REScheck(i.e.conditioned basement,cape habitable area,bonus rooms,etc),a new REScheck shall be completed by others,and would be required to show total building compliance. Project Title:Job#30664 Report date:07/20/09 Data filename:O:1REScheck 30000-30999130664.rck Page 1 of 5 2-Builders or contractors may supply and install the required floor and/or foundation wall insulation. 3-For basements and Gape roofs remaining unconditioned spaces,the builder shall enclose basement and attic stairs. The walls surrounding the basement and attic stairs shall be insulated and protected with a vapor barrier. The builder is responsible for supplying all materials. 4-Houses that have factory installed ductwork in the web floor joist,the builder shall be responsible to install the same insulation under the duct as is required in the floor to meet the REScheck requirements. Project Title:Job#30664 Report date:07/20/09 Data filename: OAREScheck 30000-30999130664.rck Page 2 of 5 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments:decked area-12112 ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-51.0 cavity insulation Comments:area behind knee wall-12/12 ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments:sgl mod truss area-9112 ❑ Ceiling 4:Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments:decked area-9112 ❑ Ceiling 5:Flat Calling or Scissor Truss,R-51.0 cavity insulation Comments:area behind knee wall-9/12 Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity+R-5.4 continuous insulation Comments:study/Fiving rm ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity+R-5.4 continuous insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:bsmt stairwalls Windows: ❑ Window.30 x 37 SS:Vinyl Frame,Double Pane with Low-E,Li-factor 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:3 ❑ Window:34 x 65 SS:Vinyl Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments 27 Doors: ❑ Door.64 x 80 2 Sidelites:Solid,U-factor.0.230 Comments:1 ❑ Door.32 x 80 9 Lite:Solid,U-factor.0.320 Comments:1 ❑ Door_32 x 80 Blank:Solid,U-factor:0.160 Comments:1 ❑ Door.72 x 80 Vinyl SGD:Glass,U-factor.0.300 Comments:i ❑ Door.30 x 80 Blank:Solid,U-factor.0.160 Comments:i bsmt stair door Floors: ❑,Floor 1:All-Wood JoisYTruss,Over Unconditioned Space,R-30.0 cavity insulation Project Title:Job#30664 Report date: 07/20/09 Data filename: OAREScheck 30000-30999130664.rck Page 3 of 5 Comments: ❑ Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ll Materials and equipment are identified so that compliance can be determined. I] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U factors are dearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8_ Ej Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Fl All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions_ Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: i] Separate electric meters exist for each dwelling unit. Fireplaces: Ll Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable_ Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system.. Ll Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: l] Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Project Title.Job#30664 Report date:07/20/09 Data filename:0:1REScheck 30000-30999130664.rck Page 4 of 5 Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Incites by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure(femperature 201-260 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40' 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Job#30664 Report date: 07/20/09 Data filename: OAREScheck 30000-30999130664.rck Page 5 of 5 INDEX 41 1 LUUU "wi R DESCRIPTION narE DATE OF INDEX s��T la COVER SHEET ° REVIstON r I DESCRIPTION DaTE - DATE a-- MODEL LIST UMW 3-22-S1 10-31-2008 7a C, 2a RANCH - 1 FAMILY _2053 SECTION for 2a�,q 3-22-91 ti}1�-2QI� 26 CAPE _ 1 FAMILY N � t 2n TYP RANCH PLAN 3-22-91 12-2Q-2007 n-1Z LORD PATH REFERENCE O 2b TYP CRPE PLAN CROSS SECTION FOR 7a 5-19-2004 3-30-2006 2c RAISED RANCH- 1 FAMILY Q. 2c TYP RR RANCH 3-22-91 12-20-2007�4 7s_L DETAILS FOR ll0 RND 2d RF1NCH ELL - 1 FAMILY RPVCH 3-22-9I 12-20-20Q7 8-28-sS 10-31-2DD8 2e RPNCH TEE - 1 FFdQLY W V/ 2d TYP RFLyCH ELL _ 12D MPH - 3SG WIND ZONES 2e TYP RANCH TEE 3-22-91 12-20-2007 DETAILS FOR I10 Rum 2f SPLIT LEVEL ELL - 1 FAMILY (n 3-22-91 12-2Q-20D7 7n_2 1M MPH - 35G {.FIND ZONES 4-26 `0410-31-2008 2 SPLIT LEVEL TEE - 1 FAMILY G1 CD 2P TYP SPLIT LEVEL ELL 3-22-91 12-2Q-2007 U/(p 2 TYP SPLIT LEVEL TEE 7�g DETAILS FOR ll0 AND RANCH - 1 or. 2 FAMILY Q 3-22-91 -20 2007 120 MPH - 3SG WIND ZONES 11-1-2005 1-1D-2007 2i RRR15ED RANCH - I or 2 FAMILY RANCH- 1 STOAT- 1 FAMILY 76 CROSS $E:CTIUN for Zb 2' 2 STORY -1 FAMILY 2h RTTRG`Ep OR 2 FAMILY 3-22-95 2-20-2007 3-22-91 LO-31-2pD8 — RRISEII RANCH- 1 FAMILY b_L2 LORE' PATH REFERENCE 2k 2 STORY - z FAMILY 21 ATTACHED OR 2 FAMILY 3-22-M 12-20-2007 CROSS SECTION FOR 7b 7_23-200I 3-30-2006 2k-1 2 STORY UPPER/LpylER _ 2 FAMILY 2i TYP 2 STORY 7c CROSS SECTION for 2ci. 3-22-91 10-31-2008 Z1 END TO END SPLIT - 1 FAMILY 2k 2 STORY- 2 FAMILY 3-22_SL 2-20-2007 LORD PATH'REFERENCE 2m CONTEMPORARY 2 STOR7 - 1 FAMILY 3-22-91 2-20-2D07 c"12 CROSS 5-19-2004 3-30-20Q5 2n SINGLE FAMILY RTT 2k� 2 STOP,Y UPPER/LOWER 2 FAMILY 5-14-93' p L-02 ACTION FOR 7c RCHcO - 1 FAMILY 21 END TO END SFLIT L 7d CROSS SECTION for 2d e 3- 20 1 MODULE RRNCII - 1 FAMILY N 1= EVEL 3 22 91 2Q 2007 7e EROSS 22-41 10-1-2002 2p 1 MODULE WILE 2 STORY- 1 FAMILY 2m TYP CONTEMPORARY 2 STC,EY 3-22 91 v SECTION for 2f I 3 22 91 10 1-200Z 12-20-2pQ7 7f CROSS SECT, for 2,k,1Ll,n 3-22 91 10 31-2QD8 2 3 MDOLLE RANCH - 2 FF�'lp-Y 2n 1 FAMILY ATTACHED- 2 STORY 3-22-91 ID-I-2Q02 20 TYP SINGLE MODULE RANCH 3_1. Z f LOAD PATH for 2r SA1-7 BOX - 1 FAMILY 2p TYP SINGLE.MODIiLE 2 STORY 3 1 g3 -2007 CROSS SECTION FOR 7f $-19-20D4 3-30-ZDD6 22 3 MODULt- 2 STORY 1 FAMILY 2 3 MODULE RANCH PLAN 12-20 2007 7 9/12 OR 12/12 ROOF OPTION 3-22-91 IO-31-2008 2t ALTERNATE 2 S70RY - 1 FAMILY 2r SALT' BOX 3-22-95 12-2o-20II7 LORD PATH REFERENCE X —ro I D Ed PSGES 3-22-9S 12-2D 20 9 I2 CROSS SECTICN FOR 7g 7-23-20D4 30-2006 IN 2s 3 MODULE 2 STORY PLAN 2-23-95 12-2D-20 NU+`>�DF PF•GEs IN THE SET 21 ALTERNATE 2 STOR7 79-1 W12 VAULTED ROOF OPT. 3 22_91 ip 31_2p08 NO INCLLIDWG rOVM Srt� . 3-22-95 12-20-20Q 79_2 7/12 VAULTED ROOF OPT. 8-10-200610-31-2DD8 ORAiTINGs SUBHLTTEO ON LESS 7H.w•1 24•:3s• 7 _3 VAULTED ROOF FR r SH EETS i-SVE BEEN PF�TT�RPHQCPLLY RET]_CE,1 ZE1 OPTIONAL ELEVRTTDNS 7h CROSS SECTION fo2, CET.10 31-2DD8 3-22-91 1D-1-2002 3-22-91 1O-31-200 2E 2 OPTIONq( ELEVATIONS 3 22 91 lo-!2D02 7 OPT. CROSS SECTION for 2• 3-22-91 12-12-2006 i RLTT RNRTE CONST- OETnn S 3-22-91 I11-3-2007 7k ALTERNATE L;UI DETAILS 3-22-gi 1D-31-213D8 3a SCHEDIRE$ 6 NOTES -A ALTERNATE CONST. DETAILS 3-22-g1 0 31-20Q8 3b SCHE 3-22-91 11-31-20Q7 7m ALTERNATE CONST. DETAILS 3 22-91 113 3 2007 DOLES d NOTES 3-22-91 10-31-2DD8 STRUCTURAL SCHED. NOTES 7n �-TERNATE CONST. DETAILS 3 22 9! lo-l-?AD2 - 65 PSF SL 3-1-93 2-20-2007 7 CR� SECTION for 20 3-1-93 10 31-2 57RUCTLPAL SCHED. NOTES 3-1-93 12-213-2007 7 CROSS SECTION for 2 3-1-M 10-31-213 3c_1 6$ - 50 PSF GSL 4a FOUNIIATIQN for 2a,b,•,Ry 4b FOUNDATION for 2c 1 3-22-91 0-31-2008 3-22-91 0-31-2008 4c FOUNDATION for 2d,e 3-�?-91 31-2DD8 4d FOUNDATION for 2f, 3-22-91 0-3L-2008 4e FOUNDATION for 2ivk k1 3-22-91 IQ-3L-2DD8 4f FOUNDATION for Z 3-22-31 lo-31-2008 8a �# FOUNDRTION for 21 FRAMWG DETAILS FRAMING DETAILS 3-22-91 ND ,3-22-91 D-31� -- -2-20D3 Sb 4h FOUATION for 2n 3-22 91 Q-31-Z1 3-22-91 7-19-2oos 41 FOUNDATION for 2o,p 3-1-93 ac FRI-USING DETAILS 3-22-91 -13-Z0Q$ 4 FOUNDATION For 2 2-7-2 m Sd FARMING DETAILS 20Q4 9ppeD J14Z 3-22-95 10-3L-2008 1-13-98 �_3- LJ,V1 ro ` M oDUL9JZ � r 5e ELECT d HEAT For 2n 9a FIRE RRI� ASSEMBLY DETAILS pofrioe[5' D�*SIGN LORDS So ELECT d HEAT for 2b 3-22 12-2{}2007 2 FAMILY 3-22-91 l[1-31-2DD8 vat narras MUNCY }COMES, INC, - PLRNT LOCRTi0JJ5 3-22-91 zD 20[27 sb FIRE RATED ASSEMBLY DETAILS STAIR 40 PSF LIVING - 30 PSF S1.EFpING PLANT NUMBER T NOTES ELECT 6 HERT for 2c 2 DECKS 40 PSF L DISCRETE 3-22-91 2-20-2007 2 FAMILY 3-22-SI 10-31-ZOOS DECKS A D BALCONIES 60 PSF MUNCY HOMES OIVL$IDN qz p'I �ROOM ars _t"EN 77�SAE SPECIE c Sd ELECT a HEAT For 2d.e,f �A� 1567 01 PR ROUTE 442 3-22-91 12-20-2007 AEvm FAe T YOgiC STRHP[k AFYRDVAL AT'RPNGEM�RNEPAR Se ELECT d HEAT for 2h FIRE RATED ASSEMBLY DETAIL$ MUNC7, PA 17756 'rIESE FOIL STILEI SHALL BE PREPARED FROM 3-ZZ-91 12-20-2007 9c ATTICS WITHOUT STORAGE: 1O PSF TRESS 1%RTWENcs PVT OUT MDDIFSATION,ADDITION SP ELECT 6 HEAT for 7a UPPER/LOWER - 2 FAMILY 3-22-91 2-7-2008 ATTICS WITHOUT STORAGE HEIAREGHT THOSE QQ DI TOILE W FNr MAER R, 3-22-91 12-20-2007 9c_3 C4 FIRE RATED ASS- WHERE THE MAX. CLEAR }{EIS BETWEEN PLANT NUMBER 2 z BATH TOILET Aw SHOWER'ROOM LArCt3Ts SHALL BE 59 ELECT d HEAT For 2,k r1M8LSE5 10-1-20D2 4-1 2DD8 JOIST PM RAFTER IS LESS THPN 42 SUPERIOR BUILDERS DIVISION DET tvm HxOrs Srrr s ruMMLLM FIXTURE CLEa,Rtaufs 3-2Z 91 IZ-2D-2O07 ZERO LOT-LINE FIRE RATED LIGHT AND VEL•If SHALL[ COMPLIED WETM- 59-1 ELECT d. HEAT for 2k_1 9d INCHES. OR WET T THERE IT NOT 2 OR 1565 PR ROUTE 442 SEE srrT sa fi-24-93 12-20-2 1 ASSEMBLY -ET- - 1 STORY ll-18-98 10-31-2008 MORE ADJACENT TRUSSES WITH T! SAME MUNCY, PA 17758 MTR HABITABLE ROOM DIMS, PREPS,LIGH,yENT AND EGRESS ELECT d HEAT For 21 3-22-91 12-20-2007 WEB CDNFIGURRTEON CAPABLE FOR H N LAYOUT SPACES sHG4-L BE COMPLIED WETt, S ELECT d 3-ERT for 2m ae ZERO-LOT-LINE FIRE RATED CONTAINING R RECTANGLE 42 INCHES HIGH PLANT NUMBER 3 S MI T 3��LLrBE 17ERn'Efl FROM 5HT sa 5 ELECT 3 HEAT for 2n 3-22-91 12 20 007 ASSEMBLY pET. 11-18-g6 1f}31-2DD8 PREMIER BUILDERS DIVISION SHALL BE CO•'1FtIm WITH 3 22-91 12-2D 2007 2 STORY BY 2 FEEL WIDE GREATER 1557 PR ROUTE 44.2 MuurulL RDDH OLn'S-AREAS LIGhr,VENT AND EGRESS 5k ELECT G HEAT for 20 FOR H`SnABLE SPACES SHP-L BE COMPLIED WTTH 3-1-93 12-211-2007 ATTICS WITH LIMITED STORAGE:20 P5F MUNCY, PR 17756 4-CLOSETS ruTY BE A Ir sT2E Aau PLACED . F N ELECT d HEAT for 2 ATTICS WITH LIMITED STORAGE AND USE GROUP DETACHED MUCAu R00H°IMs•AREAS,LIGHT,VENT AID EGRESS 3-I g3 12-20-2007 1Qa ATTIC hPJAC DUCT SYSTEM ONE 6 TWO FRMILY DWELL B fOR HPBETPG E SPACES SNPLL BE COMPLIED W7T! Sm ELECT S HEAT for 2 g_22_95 3-72-91. 10-1-2002 CONSTRUCTED WITH 7RL155ES. THIS LIVE RND/OR TOWNHOUSES CSPACE SiALL LOSETS DR 5TORAGE AREAS S AeAS Sn ELECT 3 HEAT for 2r 3_ -20-2001 lOb TYPICAL HI DUCT SYSTEM LOAD NEED ONLY BE RPPLYED TO THOSE CONSTRUCTION TYPE: V-B UNPROTECTED RE zetErtEltls� E sYHT s � So ELECT for 2s 22 4' 12`fl 2(}07 RANCH Mn CAPE MODELS PORTIONS OF THE BOTTOM CHORD OF NOT SEISMIC DESIGN CATEGORY: B, C OR Dl 4 1-97 1-10 2007 LESS THAN 2 PDJRCEN7 TRUSSES WITH TOWNHOUSES ARE S.s DROR AN 3aWNDOW=IEOLLES,El•ERGY SU7W Ry, 3-ZZ 95 1Q 3-2007 TYPICAL HVRC DUCT SYS EM DFic¢zriy THE SRME WEB CON 1Jt4rTED TO SEISMIC DESIGN PER R3oL2.2 SEE DRA•upacs m,FjR 5=0,n 4�STAIR DETRtLS. HEAT for 2s 3-22-9$ 0-g2pQj loc r FIGURATION DE-TRCHID ONE RND TWO FAMILY DWELLINGS I_OCR7FD IN E Rm, AUTOMATIC sPRIt y�-TEItS 5q ELECT for 21 3-22-95 2 STORY MODELS 4-1-97 �1-10-Z007 a-�+r Icm c� s GDrDTRIAtiNG R RECTANGLE 42 I[QiES SEISMIC DESIGN CATEGORY C ARE EXEMPT FROM THE R F�TaTr OF 3-sroRlEs ABOVE A �CLO°�S H19VI,VG 5r I0-1-2002 >�m Tr,s Re,=j. HIGH BY 2 ES S WIDE OR GREATER SEISMIC RECUIREMENTS OF EDUIPPED T/a BRs�+T ALL BE HEAT for 2 3-22-95 12 20 2007 n oat14 ATTIC SPACES SERVED EIY A FIXED STAIR T1 E RESIDENTIAL CODE OF NETW YORK STATE D WtiM Raa AUTOMAT C PRICt R�s ma�.x / IL'6TALLm 117 ACCORDANCE WITH YYR I3IL SMALL BE DESIGNr7? TO SUPPORT THE BD�Er�NC ION RZOZI gpsT MlyT Tr.T pa, IF R MINIMUM.LIVE LORD SPECIFIED FOR THAT IS PRRR-Y OR COMPLETELY BaO r GRADE SLEEPING ROOMS C30 PSF). FOR LOCATION OF THIRD PARTY LABEL Wtt FL 0'STORY AB GRADE"1 6e h1I5CELIARlcOl3s DETAILS>zZ]ZI STORY 3-22_1 CERTI ICATION LABEL AND DATA PLATE, SEE HAVING ITS FIN FLR SURFACEENTIRELY GAGE BO �DR7 � WIND: GENERAL NOTES,- 2, NOTE x7, SHT 3b. EXCEPT TEAT A BASEMENT 5i�, CONSIDERED Ate`` 6b TYP PLUMBING - ALL MODELS 3-22�1 4-1-2008 90 MIN. -120 MAX MPH 13 SECOND GW-0 APPLSCRE3IE CODES B��WHERE FIN FLR sURFA[E(p T[ �Op�e sc 1 UUMB21 G for 2,k,k_L 3 10-97 0 1-2002 ZOS RESIDENTIAL COOT OF NEW YDRK STATE D a TES�tI s FT SSOVE GRAz FLAz KING for 2m.n p 3-22-91 0-1-2M2 CONSERVATION COMPLIANCE SHALLL BE 2 11oT�77 3V 6 PT RI FIN GROLND LEVEL FOR MORE N75 ENERGY CO: GROUND SNOW LOBO - Pg: . SEE FIGURE R301119 THROUGH CHAPTER iL TH N s0.'OF THE TOTAL SUILDD.',:z¢mA 3)MORE THAN 12 FT F20VE FIN GROUND LEVEL AT PN'T SEE AS BUILT FLOOR PLAN FOR I:TND AND - COMPUTER SOFTWARE AS PROVIDED IN SECTION CNE POINT. N211111[31 - NYS LCLILAck. TI:1H7•L THE 1ST of s-L.EVELs Is ctkSlDERtn R easEnEM• MASTER SERIES SNOW DESIGN LORDS NYS RESCheck CALCU�ATIQNS SHALL 8E' DONE FOR EACH BRALKn-DUST a5�E} .I s gyOL mEUO��TRAD,A B S G UNIT AND SHALL BE PROVIDED TO THE PUTHORI Y -ARE ST[xgS ABOVE z LEVELS F&nE ' HAVING JURISDICTIOhI S751F11 IS"NOT'REDU[PF!], M AUTOMATIC SPRIIW_ER - W--EN THE:IST OF 3ifVELS(WHET,,,R II*Bran OR COVER SHEET MEX STANDARDS; �`�•�UNDER-PLR SPAN]15 CONSIDERED A SR2O ASCE 7-2002 ABOVE GdJE,BA5ED ON THE DEPIMTIDN,At9 T[E NEXT MUNCY NDS 2001 ZiEVaS ABOVE ARE FL50 S7LRIE5 PSCVE GLADE,AN HOMES, INC. 4 FCM - 2001 RUTDMATIC SPP,iN L}72 SYSTEM'I5 REDUIRED'. 7.FOR FIRE RATED ASSEMBLIES,SEE DRPo,'ING[9 9. 1567 PR ROUTE 442 MUNCY, PR 17755 (YET.SAS DRN BY DRTE SCALE REV. NO NaN - Di\larnl l'T•-1L 3-22-91 NONE 11013I-2008 1. 7 6'-10 1/2" Wind Speed c 120 3 SG i m � 315 1 m NOOK1 LIGHT REQD/PROVV 1QI6/53.26 � 1 M VENT REQD/PROVD: S013/26,6g a Engineers certification/seal applies only to factoryin 1 `� In ate- _� manufactured portions of this buifding.Certification/seal does C 0 Mnot apply to site installed elements o r portions built on site such as,but not limited to;foundation,exterior steps,or other f az site work.Site fork must be designed by others for site Fit o - condi(ions.under tocat jurisdiction. �t3 Co `h } - co ; m o FAMILY RM � JLA LIGHT RI DD/PROVD: 12sv4s32 �13-11° } S-9 1/4" Qr- N��� 1 VENT REOD/PROVLY R76/2336 to 1/2" C-3��' o w min KITCHENI 1. 34652 ® z �— ¢ in n w 3 1 �ci 1 O 11 1 2-- ' °' 10' 6 1/2" `rEo °8286i rK��� \ N YR ir�i—_—___ —— _m m I I '� jn C) !S� �_ 4230 4 (V 1 I ti' 0 N 07/21/09 m ITTI TTY m o VDlmr� - - I (n -I m N m I aim) .a- _ t I LIGHT REQD/PROVU IOa9/34.7+ (n tiLL. ,y (D , BATH 3 t m I VENT REOD/PROVV- S45/1752 O D co I o I ry A _34z 21-6" I M o 1 Digitally signed by John A.Wallen,P. 2'�°" John A. E.4 Q, -3 '-3" 1 s DN:cn=John A.Wallen,P.E., Engineering Solutions, Inc,ou=Copyright, W a I l e n RE 'email=wallenengineeringCwerizon. in �— N N / • net,c=US m \ '`€°� Date:2009.07-21 17:20:01-04'00' 4'-10" '~ r4 COMP. m STRIP' � •_1• •-� RATL'G BY BL DR �SEE 'FIELD NOTE' ON CAPE CROSS SECTION (Slit' 7b) FOR ON SITE COMPLETION ' OININ RM o I I OF 12/12 ATTIC A IF IT IS TO (3E Usm SS HfB1rP�E SPACE m ti LIGHT REQD/PROV'D: 1343/4832 � I , .'-4 m VE3TT REQD/PROVLY 672/7336 I I ii AO EfEL 1LdDIE i FOR MODLA E TO NOOULE AND MM-LE TO FOUMTION CCNNEC11O S ' FOYER I I - SEE SLBtlI7�AL tk2AWFI�G, HIC�i WIND SUMMERY CALCS ' I I (>I ti _ 2 FOR WINDEOFfE DEBRIS REOTtTS SEE SriF s7tL1 NOTE=7 (OPEN TO ABOVE) tin I I i -� LLYING !2M m Ev m NOTE SEE 'FACTORY m I ! 1 I I LIGHT REQD/PROM 13M/37.74 E QEaf 1 WA s SPECIFICATIONS RTT®CTION S(7MMfRY" FOR VENT REO'D/PROM M/1752 CP , 1 NY Psi nATg o GSL. BRSE(3612(Sl)/F1EV=20/Q000 nIDEFT LE BURDIIJO CODES: � REQD/C£SIC1� 2D/35 i SIDENTLFL CODE OF NEW YO(2K STATE 6'-20 1/2" 2 Q 36 L2 o~ '-11` SCOMPLIANCE C THRS OFF CH PFRHFT ARE DERIVED FROM f CONSI571Nf HE WEE SPEC)F3CATIONS ASSOCIATED WITH TF£ APPROVt� CN FILE WITH OF STATE.WHICH WERE fPPROVEO ON 03/O8/2008 LJ,H)O2 SYST[�{ sM1387-02-07a 34652 6-11 1/2" 12'-11" WINDOWS' ° 48 DORMER NEMIERBUILD.ERS 2T-6" A DESIGN SNOW zmNE=3s GSL 14 ,,m.Fa.rim.ts> ens CLG R-38d32/SL WALL= R-21/s+ROOF= 9/12 16"oc T.S, (12/12 15'oc L_rv/STUD) a 5MEWALL= M 16•oc FLR= R-30(aY 6LOR) DESIGN WIND ZOW_- 1211 3SG 7-20 09 OM PE SEE HIGH-WIND PLAN FOR NIGH-WIND COLUMNS, STUDS, STRAPPING AND FASTENING MARK Wes= 2x4 Isrx (SEE RESCHEao TURN KEY / TOMAZXEWSKI 7-6-09 DM .JW PER WAI I EN ENGINEERING CALCS. ALSO, SEE CALC SUMMARY PGS 1 THRU 14% CL&ME= s'-D" STAIR OPENG(S)13�D � DOOR OP��=�o FUN Wu >K REV PMTL 8SMT COL. - s .ON e2S"/9.w1 GEOMETRY DEST.= SdJ11�D. NY 11971 1 STY FLOOR PLAN 550a MRH = 24'fi' SLfFDLK CO. rsi er Dare a/1Ix��_itrn� - r�afie } O Win 3ed SG f ACTCRY o rr Ln �' O � o � � co S_3„ C3 C3 TFl r, M 'N 2" LCD19 O V6D O �� 1 Engineers certfication,'seall app ies only to factory �, manufactured portions of this building.Certification/seal does LIGHT REOD/PROVix IR17/4632 ® C) not apply to site installed elements or portions built on site 10-7 v2' 2 I VENT RECM/PROVD: &%/Z396 Ln r` such as,but not limited to:foundation,exterior steps,or other 00 t + site work.Site work must be designed by others for site d t= m conditions under]bowl iurisdiction. Cn O oo t an A - �Im �+ N cli ttfl 1 �— co .--, Bl� 3 t o 10 m .'j LIGHT REDD/PROW[: 9.71/23-16 ; in !OF NE r, VENT REDD/PROVD: 426/li68 •+ CO I�t i 30 Pc x I (V 9'-1 vz° �— �Ln 9'-1 1/2" s�O �8286A _ --- --------------- �, '�ofESSIfl�P� 3[_- n 1111 30 07/21/09 b� N V30 a} qO W !11 ZS ---- X - N - OIL------------ ro _ N 48WS RAn G m 7-3 N '� RAILY, m O BY BLDR Lr1 to .tea + 9 In BR 2 m "' I LIGHT REDO/PROVU 1nBa/343+ in VENT R'ECrD/FRDVD: 5.44/1752 o COPEN To BELOW) ti NOTE:SEE •FAC7CRY Si ERRWRLL b CYYMMON SUMMARY"FCR 2x4 MARR WALL HIGH-WDO SPECIFICATIONS RTTACHED o THIS AREA s NY NOTli }_ i� fflPLI('APo F BUILDING CDDES: 2007 i�SIDEMIAL [Y1DE OF NEW YOR>C STRTE: 6'-10 1/2" 34652 R Q NYS ENERGY coMPLIANCE THRU RESCi ECK;2DQ2 tic Q ' WI171 THE I D SPECI CA THETIDtS f15S CIATID DTF�E Pl�PROVFL FICON51S-'TE Q 34 52 6'-SO 1/2 C£PT OF srAT-c. WIII( t WERE f�PROV© ON 03/OS/2CIC�3 L��ER SYSi—tM aA_E Wo2-07a� 77— xDERs 2T-6" O 6717Yf3 N� SEE HIGH-WIND PLAN FOR HIGH-WIND COLUMNS, STUDS, STRAPPING AND FASTENING TURN KEY / T011AZXEWSY't � 7-20 q X PE PER SII7ELIRLL= 2x6 1S'cc 7-6-09 DM JW WRLLEN ENGINEERING CRLCS_ ALSO, SEE CRLC SUMMARY PGS 1 THRU 14, 611 D9 �' CLG. GT-L= Zx3/2x4 Ifi ec 2 STY Ft0[7t2 PLAN „n — cLG. lT. s-D 5508' an- " MTNr'F ,9-1 R-nq Q%1 R"'_1.-n,. _r 1G°r 1/2 7 1/2- 7� e WRLL H B �7 Vr ! N SHERR WALL FASTENING DESIGN FOR LONGIWALL — TUDINAL SHEAR TYPE PLATE TO FLR PERIL{ CLG TO TOP PLATE FLR TO FOLM SILL ' 3 7 I Inc FACE N� 7'oc FACE M:UL ' 1 510e TOE HALL 2x8 SPFa2 4vz. so 1/2" 32" AV 1 2 43x FA E 1iaiL 4Sbc FACE Ni1L 350c TOE NFM- R 3 4Sbc FACE N 4Sn AI c FRC£NL NA WRLL G � r® � 3sbc TOE IL !d --- --- 4 +3'oc FACE N3UL. 45'oc FACE NIL 35bc TOE N'iiL 1S X132Sx1.62' LVL J ---� —_ = 5 3'oc FACE NVL 9 Uc FACE TtIIL 25bc TOE tliit W LTORY 12-&bdS' NRILS CEILING COLECTOR INSTALLED DBL 2>32 B 6 Bbe FRCS RN3II. Goc FACE NlIl_ 5'oc TOE N31L CEILING FIELD FLOOR JOIST SIMPSON At�O�sCs3 CEILING RAIL A SSbc FACE NSIL ESec FACERPM- 4ZM TOE Nn- ' FIELD 1)�TALLEp 2O-SDSl/4�L4" SCREWS b 7/6" DIA ANCHOR BOLT B 2bc FACE NM- 2bc FACE NAIL 2 x TOE NiQ (2 TOTAL) C 45bc FACE TAIL 4Sroc FACE NM a5w TOE Mm- D 2Soc FFACE niaL 2S'0c FHCE RiUL. 2'Oc TOE NM E 4Soc FACE MILL 4S'nc FACE Nall. 3SOC TOE NqIL 1 \ Lr) G fibc FACE MM- sbc FACE Sbc TOE MXL SIMPSON lSSTC66 FI 2Sbc FACE NaLL 2Soc FRCS N?4 2'oc TOE NRM1tL m 24 13d Sp,KER NAILS PER LEG iZ Ist STORY STLD To tad STORY STUD Or FIELD INSTALLED 7/1V csb-pioticed,Bd Nob 4bUebp9t e-mZk n t&WW Wrtr3l R 11Z man Wei bxnrd.M TbcfeOaet lO'x£tetm >>> SPECIRL NOTE <<< SIMPSON STH014RJ S MSTC66 II MUST BE SECURED BEFORE "B" MODULE IS SET IN PLACE j 2xB SPFa2 57 1/2' 74 1/2' 32' f — A A WALL E 1_--1 — BOX » 13 LVL --- t r, w/ - S' NAILS COLECTOR J FACTORY CEILING TO FLOOR JOIST SIMPSON it®O8-SOBS FIELD INSTALLED 20-SDS1/443" SCREWS Cr7/8'DIR ANCHOR BOLT 3 (2 TOTAL) Engineers cerficatiOn/seal applies only to factory manufactured porions of this building.Certifioa icnfseal does BOX B not apply to site installed elements or portions built on site such as,but not limited to.foundation,exterior steps,or other site work.Site cork must be designed by others for site conditions.unGer local iurisdictian. BOX E ra SIMPSON P-HX8-5DS3 _ � G®F Re, 2R-SD5v4-x3' SCREWs b V FACTORY VT DIA ANCHCR BOLT � �Q` �ZHDNY �0 4 2x123 RAISED Y Will- AL INTO FACTORY DAT-10NALL \, "C INST w/12 SIMPSON LTP4 C2 TOTAL]12-&bd5 WRLL D " WaLs �FACES __--- _ A cct CEILING TO FLU JOIST FIELD ---=-----_-- ^� F INSTALLED Q4 TOTAL] ---- WRLL ❑ i ADEL CEILING CEILING COLECTCR PERIMETER RIAILS slMPsaN -sDss 20-SD^,I/4x3 SCFCEWS d 716"DIR FYJCFIOR BOLT (4 TOTAL) 07/21/09 BOX F FOUNORTTON AN HOi2S' © - SIMPSON 1-STHDI4RJ W/38-16d SINKERS 0 - SIMPSON 2-STHD14RJ W/38-16d SINKERS 2 SIMPSON LAILSSITM 2 SIMPSON LSTA36 2VES NAILS 24-10d NAILS ACROSS HALVES ON TOP ACROSS HALVES �1 OF CEI1G MEMBER.. DEL Z� FIELD DMALLEO CEILING RAILSOF MEMBERS FIELD INSTALLED WRLL C _ _ WALL C ace FIAT Nv�c_E B�DC111�G _ 1 A B 2-1I257d62 LVL — A 34 3/4° 74 1/2' 7 e WALL B WAL " s7'• 28 1/r , s Wes- 3 WRLL 4 7 tr WALL R PREMIERBUILDERS A GC 4lilLYF�6 1C �' �At flrlry,Pe AI.�a g7pESo-.Wg °'Y TURN KEY / TOMRZXEWSKI F st STORY HIGH WIND DESIGN -- CAM 550$ 5 4 7 1/7 - WALL H 7 1/21 SHEAR WALL FASTENING DESIGN FOR LONGITUDINAL SHEAR N PLATE TO PERTM CLG TO TOP PLATE FLR TO CLG PERIM f TYPE FLR J n 1 1 . 7`a FACE tiilL Toc FrCE 1d3R S4'x TOE NAIL 2 ToC FFLE?>b TRUSS i 7'OC FACE:}TAIL SSx Tr1E!lfmL WALL G 75LSTR37 d/ Tess `� I`7 uz 8 s oc FacE x�n a-�FFu�ran ssnc roe ten..- sroc FACE Wa- s0C•roe�Wo JOIST -- csroe FACE NCR e a FFiCE FFi1Lsx TOE N�na0 JoisT F 2sx FACE l� zs«FACE� z slHPse24-HU N G TOC FRCS HaFL Toc FF3CE Nam+ SSbC TOE IYIIL ACROSS HPLVES ON TOP r=TM Wa- J FIELD INSTALLED H 35bc FACE NRn 35bc FACE IiRS 1/le �Dbtke cL 8d link+"Odedgel 6`oCdWM k1V=W%wtcrd I?W SM riM bWd.Sd�a 7"oCrecgW 19bcnekD 2 SIMPSON LSTA36 24-MC NAILS 1 ACROSS HELVES ON TOP TRUSS CF_---- MEMEERS I I WALL F FIELD�TAL D TRUSS SIMPSON MSTC88 2+ISd SIN�R AILS PER LEG 210 JOIST SIMPSOF! HSTC66 wo JOIST 1st STORY STUD TO aid STORY STIR 2+ 16d 5 KER NAILS PER LEG FIELD INSTALLED Ist FIELD STORY STUD INSTALLED O 2x1 STORY STUD >>> SPECIAL NOTE «< SIMPSON M3TC66 MUST BE'SECURED BEFORE "D" MODULE IS SET IN PLACE BOX C J J -i ngineers cerRcationiseal applies only to factory 0= 3 manufactured portions of this building.Certifcationlseai does not apply to site installed elements or portions built on site such as,but not limited to;foundation.exterior steps,or other BOX D site work.Site work must be designed by others for site l condilflo s,under local Wrisdiction. FLOOR ACCESS FOR FIELD INSTALLED CTR GIRDER BOLTS. f EDP SUPPORTEED7a2 P�IViONy 0 l� 08286A ffSSIO� 4c 2 SIMPSON LSTASS 07/21/09 24-IW NAILS ACROSS HFO_YES ON TOP OF CE71 M MEMBERS WO JOIST FIELD DETFLLED 2d0 JOIST 7 1/2" RUSS WALL C — �-- TRUSS v2• WALL B J� SIMPSON MSTC66 WALL z 7 vz 2+ 16d SD4 ER NAILS PER LPG 1st STORY STUD TO 2nd STORY STUD FIELD INSTR a FT GO TOTAL) PREMIaBuiLDERs A IDK W W=20=3lC wPA RNi421-Wry.Fg l IM53 TURN KEY / TOMAZXEWSKI 1st STORY HIGH WIND DESIGN 5 ��, 550a .IRK -9n-nci 1.s�w d ELECT DROP r 3 I F S� J 1 1 II 11 II 1 II - {1 - II II 1 1 � 1 . I { `-----------------, 1 I I I ' I —-S3S3 J Engineers cefffficatiorvseal applies only s factory manufactured portions of this building,Cetf ficatiolllseal does p ' I not apply to.site installed elements or portions built on site - I ' such as,but not limited to;foundation,exterior steps,or other I 2 I site work.Site.fork must be designed by others for site ' 1 cond ions.under local jurisdiction. i I I S i2 I 11 1 11 ! I Ii 12 I 1 1 11 { I O I! I I{ I Q '' �OF NF 1 10 dh 1ADNy CO ca In I 1 ' 5333=====,--, , I I � 082861 I lF 3 i I u-———————————————, ' f—SIGN��' U) I � (!}—�_ � ' I l 1 07/21/09 1 6 IS 1 { 12 I I 1 I 1 I I I I ! I 1 I I 1 I Id iQ � I 1 8 I CL J; 21 — I 7 I ----�— 7 1 ' 7 ' 1 3 I 1 m I LTn (J)--——————————————————i I NY I { I 1 1 I I i { _ APPLICAFLE EUILDING'CAS ES ' 7 2aP/ -5MENrIA1- CODE OF NEW YORK STATE: I NYS ENERGY COMPL RWE THR I FLECK;2M2 NEC I T3 E PLANS AND SPECIFICATIONS OF Tl E PERMIT SET ARE DERIVED FROM AND CONSISTENT l" l THE PLP.NS AND SPECIFICATIONS ASSOCIATED WrrH THE APPROVAL ON FILE WM S TI-E DEPT OF STATE. WKCti WERE APPROVED ON 03/uv2008 u CER SYSTEM sM,387-02-m S g BmmiERBuLms A 1R R J9AL71dt]mR!C I >'� 11—Ps rim �. romcn TURN KEY / TOMAZXEWSKI 1 STY ELECT PLAN S50a -- 0l2M o'7-20-09 PE 3i1R�=1-m qn P,4 I i zo zz Ob (----- �2 t Engineers cerifica#ionis=a1 applies only to factory lbI r - manufactured portions of this building,Certification/seal does not apply to site installed elements or portions built on site s - -- ' such as,but not limited to:foundation,exterior steps,or other 4 , 22 site work. Site warts must be designed by others for site 22 , conditions,under local it,risdiction. 20 20 i , r , r r i �aF NEu 20 22 21 , 02 23 o z r , 123 , J't°Q �$288A 2D 21 2020 a�c S o 07/21/09 A21 23 --- — --————————— 21 23 „ Gu 21 „ --- zi , r 21 21 —� — —— -- — — --—————————————— 23 In 21 Ny NOTR APPLTCABLE MMDM CODES 2007 RESIDENTIrIL CODE OF NEW YOW STRTE: NYS ENERGY COMPLIANCE THRU RESCHEM 2002 NEC TFE PLANS AND SPEC71CFITM45 OF TIE PERMIT SET PRE DERNED FROM PAD CONSISTENT WITFt� ST SPECIFICATMNS OTED 808 WPRovq- m FILE WITH ThE T OF STA�wKM WEREROVED N 03/0/2D08 L SYSTEM sM17-M-070. ARC FPLLT PROTEL'TIEN ALL BEDROOMS NEmiERBu1LDERS A=CF t¢gLY;4�= o�C %T Pl Rt3GE.LlLy,Pa iTJS?8 pis 1�r4 TURN KEY / TOMRZXEWSKI 2 STY ELECT PLRN 55Da ------ , DRM '7-20-09 PE 3/1&"=1'-a" _'9 n^F4 m 1/2" ` 7 ll2 H iD E -FX 7 1/2"re MODULE TO FOUNDATION FASTENING ►V �' l B WELL RNCMR BOLTS PRIM TO SILL Q wl S1W DER 48'oc 13L'c3 TTOE:4Pa-S S'oc C4 c I d 4 1/2 w S/8' DIR 48'oc 13L-6- TOE-NAILS 3Soc ^ CD6O 1/Z' 3Z' 40` 2S' W3 5/8'DM 4S`oc .I%x'31 TOE-d1ILS 35bc uJ p aCD R A 7 W+ 5/8 DIR 4810C 191Y3' TOE-t*IILS 3S'oc Q WGLa145 S/8" DIR 401oc 13UO' TOE-NAILS 29'oc I 1ws 5/8" DIR +3`oc 13ba'TOE-W LS Soc WR 5/8' DIR 10.5"oc 131)3' TOE-WILS 45"x N I W9 5/8"DM Woc 13L%T TOE-!HIES 2'oc I v' We S/3' DER 43'oc A3tx$1 TOE-Wi L5 3S oc WE 5/w DIA 9510c 131xT TOE-NAILS 3Soc WG S/8 MR 48'oc 1M11W TOE4CM-1 SbC ! @°C WH s/r MR +Slot 131x3" TOE-M--M-S 2'oc I11 l 1� >Y - c� o i SIMPSON LSTR35 STRPPWRfPPED ARUM SILL PLATE AT EACH MMCR BOLT (+&bc FtM A I at >>> SPEM L NOTE «< A INTERIOR FUZMTIGN WALL Engineers cCri ficatianls2al app(ie5 only to factory FOR INSTALLATION OF ANCtIt)Rmanufactured portions of this building.Certification/seal does PM UCT SLPPMT. not a [O z 14i_D" pI3l y to site installed elements or portions built on site ig co i 74 1/2' ,z' such as,bit not limited to:foundation,Exterior steps.or other fad site work, Site%vork roust be designed by others for site conditions;under local lurisctictian. hl ., .� WE •, r z 1033 PLF oLa LO o Co � 3 - t � rn r- -, I l 1 to I L 1 p IC11 r---, 1 j 1182 PLF i O 21/Z' l co to I i I tV ANCHORS: ® - SIMPSON 1-STHD14RJ W/38-16d SINKERS - SIMPSON 2-STHD14RJ W/38-16d SINKERS r; © - SIMPSON 1-HO08-SDS3 W/20-1/4"x3" SOS SCREWS & 7/8" BOLT (SIZED BY LOCAL PE) B B 1 7• S. WC ., r N B WC 7 1/2' I 34 3/4' lJ 7+ ill L! 38 3/4" r{ ••, WB U (r WB •T Ill33 PLF 5 L2' 3O 1/2 U a WA S 1/2• 3„ R , 8 1/2' A 6'-91, 3'-7" ---------------- 4-1'-6" (�,, dQ[ 1. THIS FOUNDATION DRAWING AND NOTES ARE FO REVIEW ONLY. ACTUAL NmERBtuiLDERsFOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL A=CF��ENGINEER OR REGISTERED ARCHITECT. sr ,a ft 07M50-aE 2- THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. TURN KEY / TOMAZXEWSKI 4. SEE MASTER SERIES DWGS SHT. NO, 4a & 3c, FOR 7-2D-W DM PI- NOTES AND DETAILS. , TS. FOUNDATION LAYOUT IM; S. MAX. COLUMN SPACING= 8'-0" ax Sr550a 1 i f i l i 1 En-gineers certificationdseat applies only to factory manufactured portions of thts building.Certifca€inn/seal does not apply to site installed elements or portions built on site such as,but not limited to,foundation,exterior steps,or other l site work,Site work must be designed by others for site conditions,udder local jurisdiction_ 12 OF NP atVA0N), m r a M 1 12/22 j Pan FfSSI CL& 07/21/09 ! ! j j f FLP- CLCI 1 ll f ©© H. / = 1.111 a m PHI fl 0 1 FLP- TNY KIOTEI WFLItREI�EaALDM CODES: 2007 RESRXa4TjFL CODE OF NEW YOM STRTEi NYS EMUW COMPLIANCE THRU RESCI- f 2002 NEC ERQNT ELEVRTION WrrH THE P� SPLPNS rt�Tm w� T�E°�O FROMOVFL o�'N FC WIM hM`THE DEFT OF SrA'iE. WHICH WERE APPROVED ON 03/08/2008 UCE.R SYSTEM $M1387-D2-O72 e PREMERBuiwERS A Al oF l9$'jr=A� ns� 7.�r iS 9fSS$Mley,Pa'al$a SrIISffi 9$ TURN KEY / TOMRZXEWSKI 7 20 09 DM PE 7 'U DM _M FRONT ELEVATION -1 FUH N= rnrjineers cer`ficationlseal appSies only to factory manufactured portions of this building.Certifica iontseal does not apply to site installed elements or portions built on site such as,but not limited to:foundation,exterior steps,or other site work.Sate work must be designed by others for site conditions.under local iultsdiction. OF N �� PaSHONy� 12 C 12/12 g n aro °erssA +`E5S10���' p-G- 07/21/09 FFTI FL R. CLG- o - M ELE FEE FLR FL- NLNrE RPPlSCABLE t3l'JiLd M-CODES: 2007 RESMENTIFL CODE OF NEW YOIZK STRM Ws EDERG cE Y COMPLM THRU RESc = 2002 wr, EERR El EIJRTION TrE � o OF THE PERMr SET ARE DER>: FROM RM CON�-i TFE OAT OOFF 55TRNS�1 CHI�RO�VEDC oN M/U8 Ltd sST& FILE WUH02-07J IIERBUILDERS��1lay,f$7Tl�0 61ty6q'rg5 teas io,zc:x TURN KEY / TOMRZXEWSKI 7-20-09 DM f'E 7 fi II9 DM Jw7 REAR ELEVRTION -7 W --- Mau Br. aa,c 550a Erscineers cert€ficationlseal applies only to factory manufactured portions of this building.Certification/seal does i not apply to site installed elements or portions built on site sucin as,but not Itmtited to;foundation,exterior steps.or other site:cork.Site%ork must be designed by others for site 9/12 condiKons.under local jurisdiction. OF NL-tq. A�StlOAly� i11t CS r z 1 `Peep �e286A �*'0 — cL� FE5S1rM O��`�• 07121/09 / FLR CLG. f s 1 j 70 m t rf N=: A'PUCSRZ$UnDM CODES: 2007 RFMZENTtAL CODE OF NEW YORK STATE; NYS ENERGY COMPLIANCE TY&U RESDi IEM 2D02 NEC EFT EI EVATTnN E WITH � AN CA TUM TARE00� FROM Wr ��51 TENT THE DEl'T STATE. WFQCH WERE APPROVJ 72 ON 03/08/2008 UDE2 SYSTE;`t sM1387--D2-070. NEMIERBUlLDERS A ARC LF J3MMAMM p= Mz 1llry,Al V70 TURN KEY / TOMAZXEWSKI 7�-os o� DM PE n Jw 6-11-09 JK REV LEFT ELEVATION -1 PLM M: 550s 1 Engineers certification/seal applies only to factory manufactured portions of this building.Cerfificaton..seal does not apply to site installed elements or portions built on site such as,but not limited to;foundation.exlenor steps,or other site;stork.Site work must be designed by others for s!te conditions,under local jurisdiction, are OF NP �t14ON), � tY M .� _ z — cL.(. f 07/21/09 12 1 �12 FLR — cis 1 1ITT , i rn FLR. Iff NO F, AIRJCFB-E � mrFA OF NEW YORK STATE: NYS ENERGY COMPLDD CE THW RESUECK: 20M NEC HT FVATTnN' Wrrr ors��� TIMS��� o��RO Ti E DEFT OF STATE, WHICH WERE APPROVED ON 03/W/2W8 LMM SPj- ON YSTETS aILE WITH PREmiERBuLDFRsg;7-20-9 : Tl1RN KEY / TOMAZXEWS DM PE 7-6-09 DJ jW 6--11-M .K REV RIGHT ELEVATION -1 "-'R M g 3u +� 7�cca rca1� LlOW IEFAM OR ERED WtT}r'{Al�� FIELD WORK NOT S EXTERIOR WALL ONLY 1 hR' ,L ATTDC VENTIL CN DESIGN tC S OR r LPL R L£CODES. 2. wrol JOISTS OR TRi.Gsr"3 Co HOT AYIGH ° W/STUDS.A Dal TALL TOP PLACE m R'C9_ N SIMPSON HS OR EDUFL STEEL ANGLE 5TRR'FASTENED TO 3 FOR NOT SPECIFICqL,`Y O /^L CONT.RIDGE VENT FCR CONNECTION DETAILS,SEE SIDE Q SECUM STORY JOIST WITH 0 1Od x 1 L/2'NAILS �NIn1;S l.i. � DETAILS•1 R`A=Z SHY 71 AND TO THE SIDE OF THE FIRST STORY rFH ING PERIJ'LETER (1'I +HIS 9+.FT SEE FASTENING FOR ON SITE FASTENING. APA SETUP MRNtYRL. _RAIL WITH M SOd NIULS ON SICE BY BULL9EP. 4- M FOR UWM LOCATED IN SV-SMIC DESIGN ( SEC. TYPICAL CITNSTPLlCTION - ----- CA7=_Gf 01 PTA THERE IS A CANTILEVER,AND THE W ' OETALLS, SHr 7E - - _ - RIM JOIST ARE SPLICED,THE RIM JOISTS Sl-19LL BE CD AM SETUP MRP1LWl -- -------- - - _ M WI H 0 IENi S y ID SECURELY BETWEEN CD PRE-rVILFRCTUREO WOOD TMJSS `✓ El UX OF 5UE AS Tie �j 03Y OTHERS)AT to,lB2"O2 24"OSPLICE FFCR TRUSS' �Ql DRAWINGSIM JOM a.i RL� FILL-HE1[;tiT A-OGCA� TIE JOIST 5?R."E AT WHICH THE SPLICE OCCURS AT EDGE OF CANTTLc-VEP FASTETID WITH M)IBd 6L�iILS ON EACH SIDE OF S.PPORT. 9SCKAG FASTENED THE�I' ROCS SHEATHING TO JmSi WITH C�ad NgrLs � � 4 APPLIED ON PER DO OF 8L{XX HL*iGEO SEE Stfi 3c ` S' KNEE-WALLS INSU.ATTDN W/V8 70 LAFM SIDE SEE NOTE•'4 SEE SHi 3q , I 1 '•_ — _ 2x1O PERIM. MIN. Lr OR 5/8-GYP.tA. SEE DETAILS •� AND+S. CONT.I!2'OR SB"xl 1/2" [SEE TOP PLATES] DETAIL "R" `�STR>Ps CAM TRIM(CYTJ �71 OP 0 RR O ER-0 NO TAIL NOTE b CONT.TOP FTATEL4 (SEE NOTE D L1/2'k3 1/2'CONT.ES-T 2x4 sr•d rd-FS I6'QC " RAIL.ALL('TEARING� SEE SHY 3e FOR El ECR3.GRA12E d QL•SPACING WAILS(OPTJ 2xa r: 9r6R IE'Or- 1/2" SEE SHY S. ALL�BS*D O WA5(OPT.) F l,27 GYP.BO- GCE d Q FSPACING E5, I/2"GYP.BD. CONT.SINE BOTTQM PLAIm INSULATION W/VB• FCFM;ZZYY B�RIGID P•!.a'TS,I ART�ATIau T�+DETRIL FLOM sriEATTiOJG ' TO WfRCS SIDE F SEE:sHrr 3a SLlSSTrfUTEJ FOR IA T 1TSt.LRTICN $EE SHY 3. FLOOR JOUST SEE SHY J.FOR SIZE- ' SPECIES,GRROE d QC-SPPC= CONT.L2'OR 5/dk ' 1 I/2"08 STRIP 2.S SPFlST r2 OR EDURL s IS'OL.OR 24°QC. r' ITYP.RT On-SUPPORTS) ]!Y'OR S/S'6'TP•BR CUNT.1J2'DR 5O/B'STTRIP DETAIL "C" DSIIM-STOR REQI�a?8•a.a .iT6ThRT . lira J� CURT.E PL�R7 CONT. PNOTE b �'C--1 WiTH 0 lOd MAILS EACH LEG. BY H2fZ 2x+1915'D.0 2x4 OR 2.6 LAT- 5_ SHY 3e FOR BRACE a S'-0' tlL 1 AI sPE�s�iNG B-D'DL•LG WT. ONLY2 SCALE: 11!2"=f•-D° 2 p I/Y'x3 1/2"CONT.BELT 1/2RAI�ALL BEARING E b 2X7°8' _ WF715 S1PTJ� WALLS(OPT.) m A{ SEE SHT 3e FOR 1'ECIES. b GRACE d QC SPACING $ - iU SIMPSON LSTRIB,20 ga > 076T6�p4c� STEEL STRAP OR EGUP-N 48"o.e. WITH S IOd NHS EACH LEG. CONT.3-WIDE . COW. DETAIL "D" MIL.1 DETAIL "E" oa slRr?u/LEDGER mPrj cam-RESERVED FOR T1E NEW YORK STPMP OF APPROVAL BOTTOM CONT.3°DB STRIP u/LECGER IQPT1 FLOOR 9-1EATFIWG kr (U SIMP=.,CHI LSTRIE 2D ga Sc'c SLIT 3. ST cF1_STRAP ORS EACH H LEG. 2x10 MIN LS WITH Cn lOd NP3L5 EFL�f I.EG. I6d TOE-UPILED V FLOOR JOIST j v FACT6RY{�OR.0 a 19,ar-B -X Y Sun-DER MIpL RA05 SEE SHY Sc FOR SIZE, i18"O.CInd H�JILOER INaliT ION�$ EC]ES.GRf2:E d L!C SPACING FIELD WORKJOIST HANGER LL iTO HT 5 E 19 nEi75ERS OR JOIST F�F?NGER OR Z�Q LEDGER 2.1 CONT. 2x+ CONT. rSl-RTrC]z SHIPPED �4E T 31O MIR RAILS LC FOR THIS ARER 5? O MIN.ARILS TEON 1/2"DIRSS' M87.LONG BOLT g 96.OL° rl Ell INSTALLED BY BUILDER INSTALLED CONT.3'06 STRIP CONT.31 OS STRIP SEE 51-17 44 FOR FO NORTIRI DETAILS d SPECS SEE SHY 4q- ID SIMPSON LSTRIS,2D FOR STAIR SECS. 36'AIRETRILS 9a ' S7EEi.STRAP OR EC1`1PL r9 48'ac ' STAIRS BY ELMJXR - WITH(M]Dd NAILS EACH LEG. _ - DETAIL "g" pETRIG "C." Uc7MI+Em OF STAI[LDL6 @yt5yyy SCALE: 11/2 1`-D' SCALE: f :dFYeS do Mcd h ayigd eryyn",m+0•T+e��A b., TYe. CROSS SECTION ST�SIMPSON $46a� L WITH 0 IOd NAILS EACH LEG. LAP[2 l r' OR VL ML LIT°S1DIING v snrc.O2 S/S'Tl-11 SiTG/SIDING II45 LION W/V.H.TO WARM SIDE -AIST HANGER DIRECTLY rD STUDS SEE SHY 3e OBL EXT.PERM PAIL" J MASTER SERIES SEE SHY 4.FOR (S) MEMBERS BOTTOn RDW OF TWO STORY MODELS FOU'40RRON IITPILS d SECS. SIDING 7hSTALLED { vz• oI01,!, 1/2-LONG BY eUIIlER CROSS SECTION SOL\ - INSTTA°-LED BY BU DR lsd Tc wvlLm MUNCY HOMES, INC. a Is O..C.,ST&TILLER 1567 PR ROUTE 442 T CP.R L P SSECTIONMUNCY. PR 17756 DETAIL "D" D TRIL "F" ORN BY DATE SCALE REV. HT. N0. SCR, ' 1/;-r-D" SCALE: 11/2"=1'-D" DATmAs£HFt1E p}JL 3-22-21 S]-TOWN 1D-31-2D08 7P I D7\7P r1 u �isi�nv AW NG FACTORY CONNECTIONS _ Dl - SEE DRAWING 7a1 Oki - TRUSS TO STUD DR TO YORK FACTORY CCyNECTION SCHEDULE: ' DETRIL(S) =1 RN[ =1C. TES - SEE ITEM I OR J. NOTES FIELD CONNECTIONS: L FOR STD.CROSS SECTION RIC OEI-RiLS.5cE O'.IG.7f. 01 - FOR KNEEWALL TO KINGPOST i CONNECTION, SEE OP.RWOJG 7n1, DETAIL NC \ FACTORY CONNECTIONS: X 01 - STUD TO PERIMETER RAILS AND JOIST - SEE DRAWING 7a_cd, DETAIL =8 FIELD CONNECTIONS: Co 7 ` 0! - SECOND FLOOR JOIST TD FIRST FLOOR PEREj� ARILS _ >g DRAWINGCD Y/ L ` FACTORY CONNECTIONS - 01 - FDLDING OV SEE ITEM c.SEE NEW YDRK FACTORY CONNECTION SCHEDULE: 02 - TRUSS TD STUD OR TO ITEM F, ALSO P PLATES SEE ITEM D OR ITEM E OR $ DRAWING 7a_L DETAIL §5. 03 - WALL TO TOP PLATES - SEE ITEM G. �04 - EXTERIQR CORNER STUD CONSTRUCTION - SEE ITEM M RLSO SEE DRAWING 7a_2 DETAIL =i. t 05 _ VERY TOP PLATE TO TOP PLATE - SEE ITEM tL 06 PLATE TO STUD - SEE ITEM N- FIrELD CONN S ECTION FACTORY CONNECTIONS - SEE NEW YORK 01 - FOLDING OVERHANGS - SEE DRAWING 7a_L, DETAIL 44. I FACTORY CONNECTION SCHEDULE: { 01 - WALL TO FLOOR OR CEILING RIM FACTORY COt•WECTIONS= 8AND - SEE ITEM K Ttl - EXTERIOR SHEATHING CONNECTION, SEE CONSTRUCTION NOTES ON THE AS BUILT FLOOR PLAN, FIELD'CONNECTIONS: 3 DI - SECOND FLOOR MODULE TO MODULE f FIELD CONNECTIONS: CONNECTION - SEE DRAWING 7a-2. DETAIL, =4. I 01 - EXTERIOR SHEATHING CQNNECTION, THE AS BUILT FLOOR PLAN FOR SIZE AND FASTENING GTION No LE.S ON I SEE DRAWING 7a_2, DETAIL -L j iFACTORY CONtJECTIONS - SEE FEW PORK FRCTpR7 COM�tECTION aChEOULE: ! iM 01 - WALL TO TOP PLRTcES - SEE ITEM G- J I 1 �02 - �ERIDR CORNER STUD CONSTRUCTION SEE ITEM M.1 ALSO SEE DRAWING 7e 7 DETAIL -1. i `•1 U 03 - VERY TOP PLATE TO TOP PLATE - TOP PLATE TO STUD- _- SEE ITEM N. I05 - BOTTOM PLATE TO FLOOR E SEE ITEM t1 Be5 - WALL TO FLOOR OR CEILWG RIM BRNO - SEE ITEM FI,�- ALSO SEE GRAWING 7e� DETAIL =3 \ � 1 FIELD CO \� OL - SECOND FLOOR PERIMETER BANDS TO FIRST FLOOR PERIMETER BANDS NDSSECOND FLOORDRAWINGS 7a 2 DETAILS =3 RND -6. 7a.1, DETAIL A6, FACTORY CONNECTIONS - SEE NEW YORK \ 7a_2, DETAIL =6. ALL MODULE.TO MODULE - SEE DRAWING 01?CTORY CONNECTION SCHEDULE; FACTORY CONNECTIONS: 01 - W�1 TO FLOOR - SEE ITEM K 01 -'EXTERIOR SHEATHING CONNECTION, SEE CONSTRUCTION NOTES ON THE AS BUILT FLOOR PLAN APPROVAL LWITI n TD FIELD CONNECTIONS: � FACTORY BUILT POR7;C,(•� 01 - SECOND FLOOR MODULE TO MODULE + FIELD CONNECTIONS: OR B I TP CONNECTION - SEE DRAWING 7a_2, DETAIL -5. DL - EXTERIOR �r� * AFRSHEATHING CONFECTION, SEE GONSTRUCTIOIJ NOTES ON I °��Lax>4°� THE AS BUILT FLOOR PLRN FOR SIZE RND FRSTc.AMIG SCY',--DULE./ 1 I SEE DRAWING 7a 7 DETRIL =1. ( ( r - I SPACE RESEg�p FOR TFE P>`4.'TORK SiAI9P OF FPf'ROYI� I f I ij l� ` I FACTORY CONNECTION$ - SF� NEW YORK FRCTDRY CXINFECTION SCIIEDL.p_E: 1 OE - E%XTEPIOR CORNER STUD CONSTRUCTION - SEE !TEY9'M- ALSO SEE DRAWING 7a_7_ OETRIL -1. 02 - BOTTOM PLATE TO FLOOR swe- 103 - WALL TO FLOOR SEE ITEM N P ..IM BAND - SEE ITEM Fi. a c�,�=,n OA+SD SEE DRAWINGONST CTIO DETAIL =3 o�n2o 3e i Sit- FLOOR CONSTRUCTION - SEE ITEM P. { FIELD CONECTIONS: Dt 01 - FIRST FLOOR END WRLL MODULE TO MODULE - BEE DRAWING m-e f 7n1 DETAIL -6, IO2 - RIM BAND TO SILL PLATE CONNECTION - SEE DRAWING i 7a_L pElgiL 3 AND IRS SUIL1 FOUNDATION-pRA1lING• 03 - RIM BAND TO SILL PLATE TIEDOWN CONNECTION QRAWI].i9 ,s_2, C£TRIL =2 AND FOUNDATION - SEE ' 04 - END WRLL rORNER HOLDOOWN - $ DRAWltIG- AND AS BUILT FOUNDATION DRA�IiNG FOR LOCATIONS.a �- DETAIL =1 If ! 105 PxcttQR �LTS - .SEE AS BUILT FOUNDATION DRAWING 1 OBYDRT'�E STER SERIES ORY MODELS 110 - 120 - 3SFERENCE CROSS SECTION S, INC. TE .44.2 77S6 I SCALE REV- HT. NO.. G4TReF5E r+Rne AEI.{ 5-13-2004 c, -N D7\7P_L20 OUN 3-30-2006 1 7F 00 NOTES S 1 ORTDCC)-cDAS�FEI FiPPt-ILF E CODES.MEETS O^. FIELD WORK I. `ui�'�:a iR�R P��T IN YE QhIJLRTIWi NOT ALLOWED THIS RRER CF A 9/12 ROOF 3. FDR EFiiiEfCD.GS NOT SP'-C SLY �S D CN TJCS SAiF SEE FASTENING DOE TO EgOCYAGE OF £..ROOF VENTILATION. RLT. DETAIL "A" SIMPSON LSTAIS.2OL STR:+P 2z2 C.. az Ea-IgL B 48"LL.OVEw RIDGE SIHPSON LSTAlA 2Dq sTRF? CD CD „NON-HRBITRBLE" RTTICS: ^ WITH m 10d NRns FFGtI 1Od I,6-O.C. OR Eau-_ -m 4r�s Er�E� G7(p 10d z s QC WHEN THE FLOOR PLAN IS LABELED FOR BY BUILCcA �nOr4 THE RTTIC TO-BE'NON-HAWT�E`,IT SWi�1 II`USED FOR SIOZAG'-FU;rOSES y ONLY.. THE 9/12 ROOF SYSTEMS ALLOW AS s�'. 12n2 ROOF SYSTEMS DETRIL "I" - ^a1.AL1.HRVE AN RODMU,9L LOWER COLLAR TIE 11,15 LED RS SHOMN FOR OR 2xa a IS'—OR z4' 'NON-HRBITRBLE ATTICS'. NOTE MR NEW YORK ONH.Y: Iz4 WITH QJ 8d T IL " RLT DETRI "R" FOR 12/12,NCPI-I-IAHICPSLE RTTICS,IF THE LOWER t IWILS ERCti�LlFs2 N 'l. - COLLAR TIE IS REMVE13 THE SPACE WOULD HE y SCfiLE: 1`-1'-0' SCALE.' 1"=1'-O- DEEMED R-STCRr WHICH HAY REQUIRE R SPRDoaER __ ____ ------------------------------- as &a . SYSTEM T/O THE HOUSE PER SEC7ICN R3133. SEE C, n OWG I-NOTE s5 FOR CLRRIFICRTICN OV NUMBER OF __ ------------______ STCEZES AND SFRIKCLER SYSTIM REGUIREMENTS LOWER COLLAR TIE ISIUSED - ... ONLY U$EN AREA I5 I15ED RS 12 A IN9N-HZBITRSLE7 S AC-1 Li--`DON+ASITRSL.E ATTIC' HOTS AT UPPER LEFD DETRI- "K" 'S-nBITRBLE" RTTICS: FIELD WORK CANST9XTION.DESIGN LFGR.EM NATURAL. LIGHT d VFCTL Ih5Ll-SiifIIV.WTFRFER . F4•QSFy ELECTRICAL PL1111BWG.ETC.TO COMPLm THIS F[RER S`i$L BE PROV* 6 DETRIL "F" FLOOR S}ERTHING FWD INNSTFLLEO ON-SITE BY BUIL.O'R IN (-sEe SHi 3< RCCOROFACE TO STATE P20MR LOCRL CODES fll TOP OF FUR NYS-RAVING A 12/12 ROOF PITCH MEETING THE DUINIITION OF A FABTTAELE ATTIC SPACE AND A THIRD STORY,EUILOING -VA-L BE EOl1TPPED THROUG111011T WITH AN AUTOMATIC SPRINKLER SYSTEM LSTFLL-ED IN ACCORDANCE WCTH NFPR M 9/12 OR 12/12 TRUSS CROSS SECTION SCALE: LIZ-'-0" 4•-G'SHEATHING TO SPAN BOTH HALVES TO TZ UNITS TOGETHER ON SITE BY BUILDER FIELD FR!SUNG OF SKRM-@ 7D.YIISTS ' IIId NAILS®4'O.C. 8d COMMON OR ANI.IILIM OR SPMgL THREAD NAIL BY BUILDER G aC.OIRFI:T EDOES 6 12 Oa INTERMEDIATE / SIMPSON NITS-12 STEEL STRR 4- D- E23 OR ECLRL a kT OL FRSii ..D TO TH>E!#�SIDE OF KNEEWFLL WITH!71 IUd z I in"NAILS INTO TH-E SIDE CF THE TRUSS I 2u2 LEDGER STRIP 1Sd NAELS�' HOTTCt1 CFARD ANp[71 tDd CR JDTST HANG&i LfriEN BEARING 8T HIALDER NAILS LTTO THE p�EWP.LL STUD ' , S�RF OVER BERRAIG WALL ISON SITE BY BUnDER LESS THAN 1 ur la6 FLLK CONPRESION STRIP__ ______iS/8'GYP,SO. COVERED FASCIA - NAFL OIIRECT TD SYUOtIj a BUILDER Lod,NAILS FINDSTRIPW� smFNG O R�� ¢�.. 1oCR 57RUCTUR'L. Oa LSg ON F.SLVE COVERAGE SPACE RESERVED FOR Ti-E NEW YORK STPMP OF FiPPROVA. {� DETRIL "F" FIELD WORK DETAIL "G' RL T. DETRI "H" FIELD WORK TIES FF H SCFiE: 1�Z'0 SCALE: 1 1'0" SCALE L' 1`0" CD IGd NADs TO R� -m FA.'E FFGTENED TO TOP AFTER OVERHPNG 15 CHORD IL]10d NALS A%D LOWERFA.By MURDER MONX STRUCTURR-ROtESIVE MM SZ7E 0 16d BY BUILDER w , q HINGE PLATE Fit DETRI " " -FI LD WORK ®Y TRUSS` SCALE: 1.=E-0" NAlGE FLATE IDd NAIL DIRECT TO STUD ' ®Y TROSS MEP.) BY BU➢-DER TOP ROW OF SIOII$,8Y eLlIIDFR DETRIL "J" DETRIL "K„ DETRIL "H" FIELD WORK RLT DETRI- "H" FIELD WORK 24' WTf)F 26 IC & WIDE SCRLE: r=r-0• SCRLIE� 1"=Z'-0' SCALE: 1"=11-0" SCALE:1" 1'0" OE>'TflIH=GFSIT[" gVt9pp COIRQ SIMPSON LSA18,Ill STRAP °.�Yt�PUX nv,'�'g'N as'm da_Fy g !/ OR EQUAL s NAILS EACH Ela nca*'y r OR U 3 NAILS EACH RXGE 2A as aHn ' 2aa as 3� j MASTER SERIES DETRIL I vs r DETAIL J q RLL MODELS 1 09 OPT. ROOF CROSS SECTIONS DETRIL J MUNCY HOMES, INC. i� DETRIL NgkRTRGF u0I STOF 1567 PR ROUTE 442 FI;P FRVE 09TP FI IP FAVF A T'RTI 1 NG E MODLL TRS .,�•P .,-.,P MUNCY. PR 17756 Di2N BY DATE IJ_SCRLE1I REV- SAT. N0. gaT:.apsE 1•w h.IL. 3-22-s1 SHOWN 10-31-2008 73. 07\7 FIELD CONNECTIONS NQ—�.ES FIELD CONNECTIONS Ol - SEE DRAWING 7e_2. OI - SEE DRAWING 7e_L DETRIL =t DETAIL =18. L FeR.sTRNQoxn 0£TRILS s�ORRWIN r9 Rw FACTORY CD WJECTZONS - SEE NEW YORK FACTORY CONNECTION SC:-zw[E 6: 1_: rQR � OP orRtl =3 i 01 - FOLDING OVERHANGS - SEE ITEM C.02 - TRUSS TO STUD OR TOP PLATES - SEE ITEM D OR ITEM E ORITEM F, ALSO SEE DRAWING lay DETAIL =5. 03 - WALL TO,TOP PLATES - SEE ITEM G.04 - EXTERIOR CORNER STUD CONSTRUCTION - SEE ITEM M ALSO SEE DRAWING 7�2.DETRIL =L coLLv . OS- VERY TOP PTO S 7D 70P PLATE - SEE ITEM N. / 1xa +iTt�t2I Ira \ N = 06 - TOP PLATE TO STUD - SEE ITEM N. NFULS EACH Cou,AR\� FIELD CONNECTIONS: �� � \ � a 01 - FOLDING OVERHANGS - SEE DRAWING 7e DETRIL t4. -- ------------------_-_-----------_----- W V/ 12 ---------- ---- V'LOWER CQLLRR TIE IS REDUQ2EO NHEN RTTIC R 4QR 12 RRER 15 USED RS NON-l-IgHITRgLE SPACE V,(D uy, \ -" FOR•F{Y5.l-63VDlG CD R 12/12 ROOF PITCX rt,T,I i THE OE-INI Dl OF R hSan RELE ATTIC SPACE 1 FNU R TIUM STORY,u'UILOING SHALL UE ' / EQUIPPED THROULTKW WITH RN AUTOMATIC SPRIfoaJDZ SYSTEM INSTALLED IN RXnMRNCE WITH TFPR 13D. i FIELD CONNEC7LON5: OL - FOR CNEEWRLL TO JOIST FIELD CONNECTIONS: CONNECTION, SEE ORRWING 7a_1, DETRIL -IA. 01 - FOR MODULE TO MODULE CONNECTION. SEE DRAWING 7e-1, DETAIL =7- 9/12 - 12/1% ROOF SYSTEMSi i i• APPROVAL lirza IT To FACTORY BULTP(;M-�dN z — A:R D s zoos 1 SPACE RESERVED FOR MP Cl RPPROVRL o°ao FIELD C xa+Hr.m•�-0om ONNECTIONS as paa*.,sV.m�vwa c,,� m OI - SEE DRAWING 7e_L o�-0Ia M L3Q7 �z Q ' DETAIL =1 2F COLLAR TIE— - \ FIELD CONNECTIONS: -- - 01 - SEE DRAWING 7a1, - `+ DETRIL.{1B. \� FACTORY CONNECTIONS - SEE NEW YORK FACTORY CONNECTION SCf•1EDUL£: 01 - FOLDING OVERHANGS - SEE ITEM C, 02 - TRUSS 70 STUD OR TOP PLATES - SEE ITEM D OR ITEM E OR ITEM F. ALSO SEE DRAWINGDETAIL =S. 03 - WALL TO TOP PLATES TES -.SEE .SEE ITEM G. l D9- - EXTERIOR. CORNER STUD CONSTRUCTION - SEE ITEM M.PL50 SEE DRAWING 7a b DETRIL _____=1. -- -- ----- O5 - VERY TOP PLATE TO TOP PLATE - SEE ITEM N. ti OS - TOP PLATE TO STUD - SEE ITEM N. �\ I FIELD CONNECTIONS i MAS i ER .SERIES Dl - Fat-DaOVERFiRt�(GS - 5EE CRRWII`lG 7s_L DETRIL =4. I FIELD CONNECTI CAPE AND STORAGE TRUSS SYSTEMS. OL - FOR TO JOIST FIELD CONNECTIONS LID - 120 MPH - 3SG WIND ZONE CONNECTIO EE DRAWING 7a-L DETRIL =1R O1 - FOR MODULE TD nCOULE LOflD PATH REMERENCE CROSS SECTION CONNECTION, SEE TO 7a L DETAIL =7. MUNCY HOMES, INC. 1567 Pia ROUTE 442 c-/12 OR 7/2. OPTTON91 STORAGE TRUSS MUNCY, PR 17756 - DRN 8Y DATE i SCALE REV. HT. NO. [JATR6PSE NRr� . 07\7 _120 I-l-- 7-23-200f ONR 3-3D-20O6 7g�20 4 Job Truss Truss Type Qty Ply SMP 212 39120 D882010 HINGED ATT1C 1 1 PA8557 Universal Forest Products inc.,Grand Rapids,Mi 49525,Mike Patten 27-9 8 6.500 a Dec 14 2008 MiTek Indtlsirles,Inc. Mon Feb 1211:16:51 2007 13 10 1 Z HEEL DETAIL r� O F y" 13-1a1z ,�� 13-10-12 %�� Jr fd�Oj� � C fl a H 7 Single Rigid Collar Tie(One face) 80SSfQNA Hamm • Joints b 84 9-See Bulletin 05-t]2 for # '� �•• �' � '"� 6 T 3 $ collar be connection details. 9.00 FIT 3!4"x3J8 Dario �} - JVIN W.FREEMAN t 5 9 V4"x 5-1/4'Dado 0-10-12 Opt BEH18E BEH18E ¢ 685 t ENGI PEER CuH R 4 10 0.1 0- tt1 t2 ?0 pi dA � . ;6 FEW][F ��> T a H Tssto BEH18D g BEHfBD L� 2x5 3[ 11 6-0 `b 2x5 11 �ddd15—l +r( fi7r+bgij,Rj aj N � •: .� � ; e1 13Ig' ' '4 lCEV1NAl j 18 19 17 f5 2D 14 } 5xB 11 3x8 II 16 3X8 ll 5'c8�\ :• FREEMAN � -0t 0, LU s 1-9-13 27-0$ e�� 0-?0.12 , 8-1-12 1310.12 19-7-12 25-11-11 26610112, 0-1-12 to 0-10-12 CANT. � O: O 0 1D 1z 6 1s 5 9-0 5 9-0 63 15 0 11-1 (TyP.both ends) �g ;S� !STD.... n � all-1 0-10-1zNAl- . Plate OfTsets SPACING:240-0 SPACING:1-4-0 LOADING(psf) LOADING(psi) CS1 DEFL in Qoc) Well Ud PLATES GRIP TCLL 26.9 TCLL 40.4 Plates Increase 1.15 TC 0,55 Vert(LL) 025 17-18 --627 240 MT20 1971144 Lumber Increase 1.15 (Ground Snow=35.0 Ground Snow=52 BC 0.71 ( ) ( � Vert(TL) -0.3117-18 >512 180 Mills 1411138 Rep Stress ncr ES Horz(TL) 0.02 13 n/a n/a TCDL 7.0 TCDL 10.5 R St i Y WB 0.59 Code ISC2006ITP12002 BCLL �0.0 BC1S. 0.0 (Matrix) Weight 1691b BCDL 10.0 BCDL 15.0 LUMBER NOTES(rant) TOP CHORD 2 X 6 SPF Stud*Except' 23)Field tnstailed members are an integral past of this design.To ensure proper performance,all field installed members must (P)T2 2 X 6 SFF Not,T2 2 X 6 SPF Not,T3 2 X 4 SPF Not,T3 2 X 4 SPF No.2 be Installed prior it)applying any loading to the truss. BOT CHORD 2 X 10 SPF No.2 24)Bastid on D882DID WEBS 2 X 4 SPF No.3'ExceW 25)Updated to IBC 2006,added 16"o/c spacing,Q--I.I.room lead 30 psf W3 2 X 6 SPF Not NOTES BRACING 1)Wind;ASCE 7-05;.120mph QD24ln o.c.;h=30111;TCDL=1.Spsr;8CDL=1.8ps(:Category 11;Exp C.enclosed;MWFRS gable end zone and C-C TOP CHORD Structural wood sheathing directly applied or 5-7-1 or purlins. E.xtedor(2)zone;cantilever left and tight exposed; Lumber DOL=1.60 plate grip DOL=1.33.This.truss is designed HOT CHORD Rigid ceiling directly applied or 8-5-9 cc bracing. for C-C for members and forces,and for MWFRS for reactions specified. WEBS 1 Row at midpt 5-9 2)Wind:ASCE 7-05;147mph @iSIn o.c.;h=30ft;TCDL=27psf BCDL=2.7psg Category It;Exp C;enclosed;MWFRS gable end and C-C Exterfor(2) REACTIONS (Eb/size) i=1071)a3 8,13=1071I0 3 8,16 51010 3 0 zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss Is designed Tor C-C for members and forces,and Max Hors 1-595 C for MWFRS for reactions specified. CL 7) 3)TCLL:ASCE 7-05;Pg=35,0 psf(ground snow);Ps=26.9 psf(roof snow);Category 11;Exp C;Partially Exp.:Ct=1.1 Max Uplift 1�681(LC 9).13=-683(L.0 10),16=187(LC 9) 4)Roof design snow load has been reduced to account for slope. Max Grav 1=1166(LC 18),13=1170(1-0 19).16=620(LC 13) 5)Unbalanced snow loads have been considered for this design. FORCES (lb)-Mmdmurn CompressiontMaximum Tension 6)This truss has been designed as per IBC Sect 1805.3-1.1 Load reduction,for multiple live loads_ TOP CHORD 1-2=1226/550,2-3=-11711726,3 4=11451719,4-5=925/802,5-E=283/125,6-7=130A 34, y 7)This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any other live loads. 7-8=1281132,S-9=286/124,9-10=9251802,10-11=1145/705,11-12�11711726,12-13=12261544 8) plates are MT AIplates unless otherwise Indicated.S BOT CHORD 1-18=-3631834,18-19=363/S34,17-19---3631834,1fr17=363/834,15-16�63/834, 9} Sea 8E}tf8 DETAILS for plate placement 15-20=-383/834,14-20=363/834,13-14=3S3/834 10)Provisions must be made to prevent lateral movement of hinged member(s)during Iranspodatlon. WEBS 10-15=-256/314,2-18=216/519,12-14=2141517,4 17=258/319,5 9=753/88D 11)All addltlonal member connections shall be provided by others for forces as indicated: 12)'This truss has been designed for a live load of 20.0psf on the bottom chord In a8 areas where a rectangle 3-6-0 tall by 2-0.0 wide REQUIRED FIELD JOINT CONNECTIONS will fit between the bottom chord and any other members, 13)Ceiling dead load(5.0 psf)on member(s).4-5,9-10,5-9 -Maximum Compression Qbjl Maximum Tension Qb)/Maximum Shear(lb)I Maximum Moment(Ib4n) 14)Bottom chord live load(30.0 psfl and adddlonal bottom chard dead toad(0.0 psf)applied only to room 16-17,15-16 5=7531860/l D8/5344,6=201/129/11210,7=108/134/112/0,8=2 031127/1 1 310, 15)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9=753l860l108/5361,1 5=2 5813 1d10(0,16=363/834/395/0,1 7=2 5 813 1 9/010 681 m uplift at Joint 1,683 lb uplift at joint 13 and 1871b uplift at Joint 16. WARNING -Verify design pamfnefers and READ Mt1TES Univea.1FomtProd-ts,Im. 2801 EAST EFLTUNE R0.NE 16)This truss is designed In accordance with the 2006 International Building Code section 2306.1 and reierenced standard ANSI/ 1. . PHONE(51e)-364-e161 FAX MeH:ss-ooso GRnNo na,Fkos,W 17)This truss has been designed Inacegrdencewiththe'2006 IBC Sec2303.42,20061RC See802.10.2 This M+AdSn7oolep-r— laaotdybeende:rpnedTorTheloadsnotedonIN%dravdnp.Carmt—lhm2MlHrgkrceshavenotbeencnkered.lhebollderi mponaible Q 18)This truss has been designed to meet the 2003 IBC Section 2308.1D.7.1:2DD3 IRC R8D2.10.2 form m meftda and syetem deskm 6u;d6r responsibilitles are daRma render section 2.3 orTPrf-2002 Tide desrgn Is based only upon para.•nelera shavay erd h for an SadMuel 6.&lm component to be lnn liod and loaded VerttmRy.Apprcrbi;iq or design paramer zo rea et and proper trrporatlon of=ffTonerd is p-112 y or ba$G4g 19jThis truss.hasheeddesignedto meet 2002HCraYS see 2303.4(Building Code ofNe1vYorkStale). de.io--not l—designer.srsarg.how-,is WWeral.0 u ppodofb,an, W„abmembergray.Addryamd temporary braangtoIm-aetablmydnrF� you If 20J This buss has been designed to meet 2002RCN(SR802.102(Residential Code of New YorkState). r.r=ra,pen,aXyofitaerector.MMLnarperroar n1bncbgorthe-31abnebrrerstmnapamib,'Btyofthebuddingdeslipmr.Forsin l,rrldanoanvmdtrg 21)This truss has been designed to meet 2004 Ohio Residential Cede,Section 80210.2227) rabdodon quaAty tantral nonce,de W cry,erectlon and bradnp.oohardt eC51 i 63 barn Waod Tons Cau c3 of America sod Tn.a pia a lmtltute aecornmenda on aval able Take orecairtion to keen the chords in plang.?nY bendin or-4vAsting of the hinge plate must be re aired before the btifiding is put into service. horn Wood Tone Ce sra:nl Ar c ka S300 Fi3e prise LN,Msdlnan W!53719 J;hnppon MYekeupp@emp4 Leh fp a c(�pyrrpht7D076y UnMe sal Forts F adudglnc { h Job Truss Truss Type Q1y Ply 39120 P636403 HINGED COMMON SMP 212 1 1 PAH57 Universal Forest Products inc.,Grand Rapids,MI 49525.Mike Patten 1 8-g 7-0-4 1248-6 3-10-1 Connection Detail 6,500 a Dec td 2006 MITek Industries,Ina Mon Feb 121229:19 2007 1 8-9 5-3-11 5 8 2 1-2-6 C)F N Ely 9.00 t2 y 2P ', y �.1..`.fi21 B0N. � �+ f7on-shrded eemrocIIm.wm.man,Vnm,a, � O 7 .na�aa��a.ae.eeaw�fsnr.atis>bmtso � � ro 7g ours 6Jaoaa.aren , 0-1-12 Opt. 12 camwa4enah dd ad.sigwdlnavataaa ur ' 13 szseax6lraea.anaa24ox:ba,rraK. -03 r»� !u eo- CUt Off t%f Z 1`FSS1O1?�L jttiS;• OR 17CN F�;e {� �; AIL Cant Detail �vAV- BEH18D BEH18D `l �strtlucartlt>ari O 2x521I 3 2x3 11 9 � KE Os0 e� D"to 38"Cant 0 6 4x8 = �---{ `` _- le. t!O1 0 1 - � s�. t1 W T � 7 orn x:ve+tt+t 3a a _a'xk: t4 Wlid _-k w O accrasOlm O$ LEFT ; US 1"' "'�'° E " FREEMAN �' R{#FESSiDNAt '�� 3x7 I� 200=d-at p i16532g '� s 314"x5-iI4"-� i 1 o y�rr J5 Roadaa a�, o xww m FRF-eMAN.' Notch 4x8 /� 9 8 Lea--Tam - �rcoadea.n '� °• T6�' 10 11 3x7 11 Rxrrr 339rkedmaa,� !+g d'S+-•.,a..������ ENGINEER a 0-1 12-8 6 3-10-1 ter 774r ad-e 11to y� 0-1-121-6-13 314"x3-518"Notch '� f �r'4 1-2-5 Piate'Offsets :0-0-t1 SPACING:2-0-0 SPACING: 1-4-0 LOADING(psfl LOADING s TCLL 26.9 TOLL 40.4 Plates increase 1.15 CSI DEFL in One) Udell Ud PLATES GRIP TC 0.76 (Ground Snovt=35.0) (Ground Snaw�52.5) Lumber Increase 1.15 Vert(LL) 0.35 8-9 >467 240 MT20 i971144 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES 8C 0.68 Vert(fL) -0.60 B-9 >267 180 MII18 1411138 VSf9 0.31 BCLL 0.0 8CLL 0J) Cade IBC200e(rP12002 Horz(TL) 0.00 7 n1a rya BCDL 10.0 $CDL 15.0 (Matte) Weight:59 lb LUMBER TOP CHORD 2 X 6 SPF Stud*Except* NOTES(cant) 19)This truss has been designedta meet 2004 Ohio Residential Coda,Section 802.10-2. T4 2 X 4 SPF Stud,T2 2 X S SPF No.2,T3 2 X 4 SPF No.2 20)Take precaution to keep the chards in plane,any bending or twisting of the hinge plate must be repa'sred before the building is put into service. WE IP) CHORD 2 X 8 SPF Not VV 21)Based on P536402 EBS 2 X 3 SPF Stud NOTES 22)Updated in!BC 2006,Ct=1.1, 1)Wind:ASCE 7-05;120mph @241n o.c.;h=3011;TCDL=1.Spsf;BCDL=1.8psf,Category 11;Exp C;enclosed;MWFRS gable end zone and BRACING C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces, TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc pudins. and for MWFRS for reactions specified- BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. 2)Wind:ASCE 7-05;147mph(016in o.c.;h=30ft;TCDL=2.7psf;BCDL=2.7psf<Category li'Exp C;enclosed;MWFRS gable end and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for REACTIONS (lb/size) 1=546r0-3-8,7=548/0-3-8 MWFRS for reactions specified. Max Harz 1-296(LC 7) 3)TCLL:ASCE 1-05;Pg--35.0 psf(ground snow);Ps=26.9 psf(roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 Max Uplifts=-409(1-0 9),7=405(LC 10) 4)Roof design snowiead has been reduced to account for slope_ Max Grav 1=644(LC 19),7=629(LC 19) 5)Unbalanced snowloads have been considered for this design.6)This truss has been designed as per IBC Sect 1605.3.1.1 Load re FORCES (lb)-Maximum CarrpreasianlMaximum Tension ductipn,for multiple live loads. TOP CHORD t-2 290r225,2-3--447/346,3-12-298/320,4-12=269/324,4-13=277i317,5-13=405/313,5-6=-4441334,6-7=2 9 1 12ia 7)This truss has been designed for a 10.9 psf bottom chard live load nonconcunant with any other live loads. BOT CHORD 1-9A-1581258,9-10-137/245,10-11=1371245,8-11=137/245,7-8=-1371245 8)All plates are MT20 plates unless otherwise Indicated.9) See BEH18 DETAILS for plate placement WEBS Z-e--rrS91708,6 8=445/62g 10 Provisions must be made to REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)!Maximum Tension(lb)1 Maximum Shear(lb)/Maximum Moment(lb-in) ) prevent movement of hinged members)during transportation. 11)All additional member connections shall be provided by others for forces as indicated. 4=221/325/240/D 12)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3 6 p tall by 2.0 0 ! wide will 5t between the bottom chord and any other members. WARNING -t/e u fveroef Ferea!P2dnala,h e zaor 13)Provide mechanical connection(by ethers)of truss to bearing plate capable of wi0lsiand'rng 409 lb uplift at joint 1 and 405 S6 uplift at Joint 7. �Y deS[gn paranl.Nrs and READ NOTES EAST aEL-FUNS RD,NE TFda bukft e.nVvmr t fnaa been dm PHONE(ti78}ae rmi b FAX inHwis.The GRAND RAPIDS,Ml T14) his trims h sdesignedbeen s accordance with the 20061ntematiana[Building Code section 23O6.1 and referenced standard ANSifTPi 1. for NY tyre°rot fhetoeda noted on Ha drnvAa9-Camhvdlanand EilL�p faraahay.rwt been canaknred.The brniderk reaPo�kly 15)This cuss has been designed in accordenee vAih the 2006 IBC See 2303.4.2,20061P.0 Sec 802-10.2 gmeFlgdaaM ayaiem destgrL euQdefrrapenarbRikaa edeJned under sac hn23 ofT?li^aP1.7Tila dealynh Eased e^ty op.n Para trohm ahann andk rer 16)This truss has been designed to meet the 2003 IBC Section 2308-10.7.1;2003 1PC R802-10.2 ""b avrdurt>„ad CD�°'x^f EO ana toad'°ve it�Ri.Apy➢cbey cr ilea qn pecan ota,a a„d propor incarporasan area pencil a roars lrbr y orb aaany daarpner-not hula daarpne.,eradrg ai vm is>ix latemi avypocr of 4dirSdua}neE tnemben en7y,AddAFarvr tanperay hrse3�to Furan atlM dudm tombuagon 17)This tiuss has been designed to mael 2002 BCNYS see 2303.4(Building Code or New york State)- is theteapanarwetyoreh -tor.Aderam,rparmaxdbrndngartEa_Ma sh turebrEeroapenarbMYofthetoadnp°carpurPorgeneatyu3danrorega,drnfl 18)T his truss has been designed to meet 2002RCHYSR802.10.2(Residential Cade of Newyork state). fa�eonaLmslymmbai,afeng.,dapiey,o,azbn,ndbrar�y,aaatarstgmr mwaadTn=acwn�torA,adcaendTn ,MID r5L*te,R�m , i,y, ,,cast, .- hnm WvedTnn.Coq;d MAmailca d3o0 EMerprrae LN,idadfaon,N1f 51719 ]:�suppoilk"takaupp`e_mpra�ea`ufP.$a �PY+ra'M 2007 LY•VnF+eraai Feret Produda,Ina. Job Truss Truss Type QtY Ply SMP 212 39123 CC000109 HINGED AMC 1 1 HM44B-429 PA8566 2127692 Universal Forest Products Inc.,Grand Rapids,MI 49525,Travis Wells 6.500 a Dec 14 2006 MITek Industries,Inc. Tue Mar 13 13:22:21 2007 Page 1!2 13-10-12 27-9-8 13-10-12 13-10-12 7 T3 0-3-0 T3 Double Rigid Collar Tle(One each face) 19 20 Joints 5&9-See Bullefin 05-02 for e collar tie connection details. 6 OPTIONAL 12.D0 12 5 9 CANTILEVER '` T2 +,� W3 BOTH �� ENDS BEH18E BEH18E 4 10 N T2 C6 16-M o-�a1 z `b BEH18D W2 BEH18D PROVIDE FOR: 2x5 II 3 W2 112x5 11 T1 620#UPLIFT 2 �' 0-3-0 12 T1 793#HORIZ 5xe // c5 H 6x8 \\ o01 1,, 18 17 B1 16 B1 15 14 d 3/4"x 3-5/8"Da 3/4"ldos 1-1/2"x 2-1/2"Dodos x x3-518"Dados 0-1-1 ;12 5-10-12 i 13-10-12 21-10-12 26-4-12 27-7-12,�27-9-8 0-1-12 1-3-G 4-6-0 8-0-0 8-0-0 4-6-0 1-3-0 0-1-12 Plate Offsets MY): 3;0 0 11 0-0-0 4:0 0-11 0.1-Z 1D:0 0 11 D 1 2 11:D D 11 0 D-0 14:0-8 8 D 1-B 18:0 6 8 0-1-8 SPACING:2-0-0 SPACING:1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP LOADING(psf) LOADING(psi) Plates Increase 1.15 TC 0.67 Vert(LL)' 0.33 16-17 >502 240 MT20 197/144 TCLL 26.7 TOLL 40.0 Lumberincrease 1.15 BC 0.73 Vert(TL) -0.3815-16 >433 180 MI118 141/138 (Ground Snow=45.0) (Ground Snow=67.5)0.0 BOLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.01 13 Na Na BCLL BCDL . TCDL 105. Code IBC2006ITP12002 (Matrix) Weight:198 lb BCDL 10.0 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2'Except` T3 2 X 4 SPF No.2,T3 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. Except: [P] BOT CHORD 2 X 10 SPF No.2 6-0-0 oc bracing:7-9 WEBS 2 X 4 SPF Stud"Except" W3 2 X 6 SPF No.2,W3 2 X 6 SPF No.2 BOT CHORD Rigid calling directly applied or 7-0-1 oc bracing. REACTIONS ()b/size) 1=1111/0 3 8,13=1111/D-3-8,16=687/O-0 D WEBS 1 Row at mldpt 5 9 Max Horz 1=793(LC 7) Max Uptlft1-621(LC 10),13-623(LC 9),16=98(LC 9) Max Grav 1=1265(LC 18),13=1260(LC 17),16=762(LC 13) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2-1122/589,2-3-1161i730,3-4-11441722,4-5=-962/785,5 6=-406/173,6-19-323/177,7-19=192/189,7-8-196/192,8-9=-411/174,9-10-962IT85,10-11=1144/723, 11-12=1151/731,12-13=1122/593 BOT CHORD 1.18=-382/731,17-18=376i/29,16-17-374/729,15-16-374/729,14-15=-3741729,13-14=-372/731 WEBS 10-15=289/447,2-18-230/542,12-14=232/543,4-17-2931450,5-9-611/905 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)l Maximum Tension(Ib)/Maximum Shear([by Maximum Moment(lb-in) 5=-611/9051141/7850,6=338/176/196/0,7=157/194/196/0,8=346/180/194/0,9=611/905/141/7567,15=289/447/0/0,16=3741729/429/0,17=293/450/D/O NOTES 1)Wind:ASCE 7-05;120mph @24in o.c.;h=3oft;TCDL=2.Bpsf;BCDL=4.0psf;Category II;Exp C;enclosed;MWFRS gable and and C-C Exterlor(2)zond;cantilever left and right exposed, Lumber DOL=1.50 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. +w, 2)Wind:ASCE 7-05; 147mph @16ln c.c.;h=30ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end and C-C Extedor(2)zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)TOLL:ASCE 7-05;Pg=45.0 psf(ground snow);Ps=26.7 psf(roof snow);Category Ii,,Exp C;Partially Exp.;Ct=1.1 " ' Vq• j .c4 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed as per IBC Sect 1605.3.1.1 Load reduction,for multiple live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 6)All plates are MT20 plates unless otherwise indicated. �.4 9) See BEH18 DETAILS for plate placement .�mwo<iCS 10)Provisions must be made to prevent lateral movement of hinged members)during transportallon. . 11)All additional member connections shall be provided by others for forces as Indicated. 12)'This truss has been designed for a live load of 20,Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit be bottom chord and any other members. ¢ 13)Calling dead load(5.0 psf)on member(s).4-6,9-10,5-9 14)Bottom chord live load(30.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.16-17,15-16 15)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 621 lb uplift at Joint 1,623 lb uplift at Joint 13 and 98 Ib uplift at Joint 16. t-10 16)This truss Is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIifPI 1. 17)This truss has been designed in accordance with the 2006 IBC Sea 2305.4.2,2006 IRC Sec 802.10.2 18)This truss has been designed to meet the 2003 IBC Section 2308.10.7.1;2003 IRC R602.10.2 19)This truss has been designed to meet 2002 BCNYS sec 2303.4(Building Code of New York State). 20)This truss has been designed to meet 2002 RCNYS R802.10.2(Residential Code of New York State). 21)This truss has been designed to meet 2004 Ohio Residential Code,Section 802.10.2. 22)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building Is put into service. 23)Field Installed members are an Integral part of this design.To ensure proper performance,all field Installed members must be Installed prior to applying any loading to the truss. 24)Based on CC000104. Revision;Updated code. WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 FAST BELTLINE RD,NE PHONE(616Y364-6161 FAX(616y365-0060 GRAND RAPIDS,MI 49505. This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TPI1-2002.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabricalion,quallty control,storage,delivery,erection and bracing,consult BCSI 1-03 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madiosn,WI 53719 J:lsupportlMltekSuppltem lateslu .t e(Dcopydght 2007 by:Universal Forest Products,Inc. Pg. 61 Job Truss Truss Type Qty SMP 212 39126 F029814 MONO TRUSS 1 1 Universal Forest Products Inc.,Grand Rapids,full 49525,Designed By:Mike Patten 6.200 s Dec 15 2004 MiTek Industries,Inc. Tue Mar 27 08:36:18 20o7 UFP Roof Truss 0 to 24" Cantilever/Overhang 7/16"OSS/Plywood Gusset(one face) Fastened with 7/16"x 1"16ga.staples, 2"o/c into the chords and 100%coverage of structural adhesive on chords. Left block shall be full 7-1/4"width_ , Trim joist length on right end only, up to 5-3/4"max 0-5-1 2039# i 0_5-12 to 1-4-0 50#Conc.DL load located at any Cantilever , Reaction point along n upright position)( p g p ) Re bottom chord.Conc,load 9-318"Open Joists 2000 distribute between two trusses_ 3x2 SPF No.2 i ri 1369# Reaction 5-12 2-8-0 Gusset 10-0-0 Open Joist(min.) i�it#AAlltBitlt;?�� 14-0-0 Open Joist(max.) Go % - ' a � �' ": � I DESIGN . Span 14 Spacing 19.2 In. Code IBC 20031IBC 2006 4 x v UJ p' a 2156 Roof loads @ 19,2"c/c(effective trib,width) *�V70 N. .�' ' 4 ' TCLL 60 PSF ' ' T'• _ 4[ _ BCDL 10 PSF � - a ►. - . : t ` . Total 77 PSF > 1;Y1ltF �•• 00 . ; ALTERNATE CANTILEVER DETAIL � S�u � Wall'Loads of 64 PLF No gusset required assumin cantilever and bearing condi gtions w Floor Loads @ 19.2"c/c below apply. lla( TCLL 40 PSF - : TCDL PSF BCDL 50PSF .ROTES JONAILL Total 55 PSF KEVI N W. FREEMAN`_ NOTES: End Block—i— � - 1)For open joist speciucations see NER 502, MENEER, 2)For load conditions other than specified 'ez* 4 here within,see NER 502 `= 3)The structural adequacy of this building , p 9 9 component was evaluated using the following 0}o a5_12 Cantilever not I-method: Max Cant to exceed block 1-The open joist was tested in accordance len with IBC 2003 Sec.1714 Preconstruction Load Tests. 4)Gusset shall be fastened with structural WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE adhesive that meets the requirements of PHONE(616)-364-6161 FAX(s16)�65-0060 GRAND RAPIDS,MI 4950 q This building component has only been designed for the loads noted on this drawing. Construction and lit-ting forces have not been considered. The builder is responsible ® J CA25-4(State of California Deparfrr�ent of for fifling methods and system design. Builder responsibilities are defined under section 2.3 of TP11-2002.This design Is based only upon parameters shown,and Is for Housing and Community Development) an Individual building component to be Installed and loaded vertically.Applicability of design parameters and proper Incorporation of component is responsibility 5)Where specified,metal staples shall be rp p p nsibility of building 16 gauge,D=0.063,7/16"O.D.crown, designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction with 1"minimum penetration into main Is the responsibility of the erector.Additional permanent bracing of the overall structure is member. Ref.NER 272 for staple details. the responsibi ity of the building designer.For general guidance regarding Z7 fabrication,quality control,storage,deliver y,erection and bracing,consult SCSI 1-03 from Wood Truss Council of America and Truss Plate institute Recommendation avaiable from Wood Truss Council of America 6300 Enterprise LN,Madison,WI 53719 J:lsupport\MitekSupplte'mplateslufp.tpe copyright 2007 by:Universal Forest Products,inc. 20-c'Mix BUILOING LENGTH FIELD NOTES uw tyw,n IQ-c'MIL LENGTH 0.=n001$ES L EXTERIOR LIGHTS RRE�IPPED LOOSE FOR FIELD 10-0-MIN.LENGTH('F MODULES INS T ALLATIONLIGHTS TS B1Il.DET2. L - , 6�-0"MAX LENGTH OF n0U'X-ES 64'-IY MMC LENGTH OF MODULES 2 Si0I7+r,FOR FS�S CS SriiPPm LOSE FOR FIELD (L7,LOCRTION OF 4m' +2S7 Tea �U 1DCRTR,.� `TENTS LN>`i FlI117TICA1 Br BUILDER. OPT.GF�ID�RRENS 4,ITK _ _ 'yr u+xu u,u ,yr mn c m«n. +257 4257 �T_H____ ' STOOPS, - 7 ID ____. .___ _ _ STAIRS,i S RE FURNISHED NISH D F5 ltU TOUT. si BLOCKS ARE FLaRNQShED PND 7NSTRLN.n B 5631 NOTE a3 "�. ' r+ t eT ', ��IN RCCORDpk--E WITH STATE Rt•Y]/�2 LOCH --------------- DEN _ t i rwwoa rw.�j�+ui FAMILYD ROOM ❑ :'�"`-M , , r ; 0.i 4. clLNT WINDOWS ARE OPTI(R4AL AND U45TFLLED BY r' D t t: , BEDROOM 1 " (1OSET llL'FR. ', MIL AREA:70 SF r ' zP 3.IB2. T-D'MIN. -- r r s. TT$LAST ROLL OF SIDIG BOTH FRONT.REAR AN® RUT_CLOSET r SIDIN MTN GROSS FLOOR L 1 t ti:,~�x '' i ` wv 11: ,*_ r' 4'-lr 'VN- '' z FIELD LISTFLL RnON BY BUILDER. PED LOOSE TOR f o i as as ARE;z 5B SF r i ; r+ort v to rec �TM al T-c riiIN. =L'J `. ;tA2PRY VET'EER OR FOI%�DATION SIDING SUPPLIED 111 BATH a3 OPT.DINING ROOM , , i, PATH a2 - ,;NOTE ' r r = ArffJ ITtSTFV1ID ED' f3[JI11XClR "'' i; O IVY rac 7. TEWIINTION Ftr"3GHT OF METPL CIfftV;EYS FIELD y 13 __ NOTE 3 OPT-FAMILY ROOM " ' OPT_BEDROOM �'`8 'r IDLS'T 87 Bt1ILL1ER SHALL F1IIN.3'RBDVE i r HTGI-E5T POINT UTrcRE TIDY THRU THE ROOF AND ______.- --1_______ �" HIM. ARM 70� �`-'r ;, T-�f5D1 u NOTE tWl PR.�P.70 SF t,13 ' a•_ll. i i; RT LER57 7 F4Gkv'FR Ti'G{N THE PEAK r t ' _ __ -„ IF G', 1GE IS SPEC7FIm, OCOR AND FLOOR ARE 7tE _ -a. _ SUD_DERS RE .ffiL.ITY. =_= BY BUILDER.SEE GENERAL NOTES -2. MOTE 10, StiT 3b. ® NOTE =22 T-0'MIN. tr rCJ - -_________-__________-'� `AIL -:, 9. RIDGE VENT SHIPPED LOOSE FOR FIELD INSTPLLAnO.'N - - ; El I �F��1I :, yy -• - - ' i'J •,, NOTE J�o na m 'r ❑ , ,� '^-- � �` .W , NOTE =9 11 r + 11 r L t 2 NOTE=9 b z p ' .rr � � ' RUT. ,i ______ _______ �1 NOTE=5 -__11 NOTE a5 _-UTILITY NOTE •5 r "°'E mn FLOOR PLAN NOTES STAIRS o , T-D'MIN. o '_�t+ 14 i' T-0' r �i ,' ____" NOTE =14 ti T-O'Y.ft•1 ;� I. SL1n gDL,JS�FL DOORS �I uGcllF?N IOT N t, LIVING ROOM_ „ MIN_ARM. '' " " ' '' d ER2E575 REOU26t71t?JTS ARE MET. t r r t r l_____ i i 20-0-MH7L i~ y r, 2c� ' ' FAMILY ROOtl r t 1' ,, i 2 L 00.J5 WILL RLiI£D 70 PROVIDE 8%LIGHT d 4S oo , - i, 1r OEIJ ,r_____Nt , i V TIIXN 0.5 RDQM SFLFS GiPoYGE ��_____" n t = i .TE 25 NOTE„ i NOTE n14 IT-S MIN_ r , tt BEDROOM u. T' SEE s F tT FOR FLTERMaTE)1TCFFcN 6 BATH LAYC7J'i5- r- , I tH_____ar ,•i , MILL AREA 70 SF __ FOYER T-O'PIN_ ' j 4. W WDO'.IS Faff ARABLE IN HOST BATHS LOCATED ON BEDROOM 'I ' WITH WIDTH •• T. ' ;w i' ' to EXT*.-LINER OF1•I t r_____{; OF UNIT OPT,FAMILY ROOM ' ' i FAMILY �,______ r WINDOW RELOCATED IF ,� ti T-0^MIN , BEQEOOM ,t w S. WALL''1RY 8E OMITTED.PROVIDED TI-� r LIVING L ll'-E MIN t1IK fiaEW 70 5F , OFT-[.Y7RAGE IS PROVIDED t ,, i i HIM AREA:70 SF if DO,5 T T EXCEED TF105E SAWN IN MIN ARFcr 70 OR I50 SF DIl'L VARIES lv i WIDTH OF UNIT ------------------ HEIGHT.' ,, 7-G'MIN t t r E. ll&ROOF PITCHES SrJOWN PRE S/12 Wk..E55 DTHeR 115E ,' N]TEQ a ' 1D ALL H31PARRIL5 BY BOULDER - ,r _ ______ _______ ,.N ,t r, - 7. CRT)-ED%3_CEEL "S RVA0.AHE 7N 1105i uNCTS, ______ ___., S SHT F. '' ,t +257 4257 ------------ FOR g ADOITIOWL FLU_,3/4 OR 1/2 B.TJ-5 MAT BE FCCED STAIR DETAILS. SEE SHT 4a qo7.tb2£SSING R7t tr 'r 4257 OPT.ClOSsD +257 W[THGN THE LANIT.MINIMUM ROOM DLKN5IOK.AREAS, AS�LtN ON'.ORRWINGS. _ 42S7 y 42Sf -- in UN1T5 MRT I�iVE OFFSETS.RRND/OR PDJJOWING CPT.BEDROOM LIGHT,BENT AMID EGRESS wrn FOR HAL ITRBLE SPACES 4257 4257 5 MAY 8ET OF 11 BYOIN-,LIB HS FND YPRTWO OPT-DEN LENGTHS- UNITS MAY BE OhtE T TWO OPT.OPEN FOYER -SEE NOTE .23 S. 13SL MR7 BE LOCATED IN FRONT OR REFR MOLLLE r- STORY RPn MAY BE ROTATED 91. MIN HABITABLE RREFc 70 SF lO THUS WALL Mq7 BE OMITTED OR EXTENDED TO FORM FIRST FLOG PLAN MRXIMUM AREA OF ANY ONE FLOOR IS GOVERNED INN.F&i 11`. BY THE APPLICABLE BIIILDDNG CODE n F4IrLB OF MOOLLE5=4 IL SHUTTERS ARE OPTIONAL SEE SHEET 3b. GENERAL NOTES - 2, NOTES -LB 6 -17 M NaaI R OF MODULES s I2 FOR LREEL_S AND DATA PLATE LOCATIONS, SEE SCRLE: 1/4"=1'-0• OR CROS5-SECTIONS L:tr•AND fLTEFNATE 5TRI.CTIcN DETAILS. SECOND FLOOR PLAN G�RAL NOTES -2_NOTE -7.SHY 3b. SEE S SHTS 7P. 79.7y 7k- 7k-l-71.7- 7.,70 8a. 3h, ad. '. SEE SHEET 3b GENEFP.L NOTES - 2. NOTES =i3 d -17 L3. FOR SC`- t�R-20 GENERAL NOTES, ----------------------------------------------------i SEE SITS 3a R,0 3b. t 14.FOYER MAY HAVE T-S MIN CLG HGTH OR MAY BE CPEN t - � � � FOR 8/12 OR 12/!2 RCCF OPT_SEE SHi 7g ^: L4"=I'-0' TO SECOND FLOOR Cam. t `�72 - `�L2 pE�LEy£L My BE SET LOWER OR 15.�OVER1iAh'G LL1LhRYLPQT. 5�� FL OCR PL I-x SHM4N WILL VARY WITH IAL 17.LOWER LLI El_MAT E.E awER THAN UPPER THIS AREA •1 ;____1 i qo'N•.DG'X'MER- ;____i i WYS] [; SHALL SEPARATED FROM NQJNIBER OF RISERS CAN VARY ry Mar MAY N3c H1RSFfRRBLF OFGE SHT S. , i ; DWELLING UNLIT BY 3/+HOUR MIrSTRUCTION - f r I&DOUBLE 4'HSR�ONTFL VMTI_5IDING 5HUWN.OTHER SEE SECTION 3(14I i1-R(AI(3-1 30422. __ ___ SIDINGS ARE RYR➢_A5.'� GARAC-£/TENANT SEPARATION WALL TO BE WP810S r , ' SEE NDTE-21 - ______ .____ NUMBER OF RISERS CAN VARY Q6. _____ FOR EXTRA TRU55/RAF7ER REIXIA2EMENTS ON LOWER ROOF SECTIONS OLE TO SNOW C5&7, SEE ------ _ SNOW DRIFT SECTION OF THE C LL'IAATICNS MF uk- ____ _ - SPACE RESERVED FOR TH-NE14 YCRK STAMP Q RPPF9YfL - if�POS AT R FLOOR PLAN NOTES CONT. __-___________________,a ----- POINT NOT MORE THAN 12 INC-liES la ATTIC ACCESS 22-:301. FROM THE SIDE WKDRZ THE TREADS 21 INGTEGRRL GRRfGES 5�g GYPBI ON CAM FOJO ryIN<G ARE NARROWER SHALL NOT EE LESS WALL(57 WLTH R DOOR RATED AT 20 M[MIGES MII•ti11UM. NOTE-17 , , THAN 10 IM-IE5 AND THE MINIMA O..TT FOR I WIDTH OF ANT TREAD SHPLL NOT BE 2L WYl OPENINGS BETWEEN THE GARAGE PM RESIDENCE, LESS THAN 5 I1NCFES- FLR a7E 4c NOT FOR NTS SHAH1 BE EIXI�PO WCTH R 45 nLNRTE FIRE-RgTEO A GUIPPED WITH A SELF-CLOSING �CF- ACCESOPPENINGS IN GPRFLE CER-116 tan-cnr3or aGz M MAY ONLY BE INSTRLED IF VERTICIL SEPARATION CL(i IS MAINTAINED BETWt'EN THE RESIDENCE d LARGE. _ ��-.'_""�"�"• 'r` - l 22 TiiIS(}XL=A IS FDR ELFCTRI�L OR FOR PLUn81NG. ��• ®® a ----_ _____ _____'_------'-• Al TFRNRTE STRTR5 IT CFdaNOT LISEO FCR FLUE MUST eE�Ff1RREEsrOPPED r AT CF1LtNKiS. ANY CYASE REAUEST-rD EK BLDR FOR z a ; SCRLE: L4"=1'-�' FLUE MFT NAVE MIN 2 0.F�RANCE TO COMSUSTLBLES, 23 NATCiFD AREA LN FLOOR CLG I.�ICATES ' At T W.0.56 Hr ED TO RLLOt!QY SITE / IL / 2+. FOR OPTIQNAL ELEVRTICi-S,SEE 5HT�,F a ; .__-__-_____. 25. nIH WIDTH FOR STAIR OPENING IS Y-0-. 2f 25. FOR OPTIOPPI CLOSET CONFIGURATIONS,SEE sir 6n FUR. C ; FIELD NOTE a8 10-D" MIL 27. Wpo OATIQ £RIC�C Tl IF CRAWL T__ . 4257 4�I 28- WYl FOR UNITS LOCATED IN5EI5MIC OE5TG`L CATEGORY ___________ j DL OPENINKS IN THE FLOOR OR ROOF SHALL NOT EXCEED TWELVE CIO FEET OR 50 PERCENT OF THE FRONT ELEVATION SCRLE: 1/4'�l'-O' L.FRST FLOOR OR ROOF DIMENSION. z E FAMILY ROOM ------------------------- _ 12 - 12 Q S.7.8w12 In DEN _ MAX CrNTILEVEA VARIES PER 530-H LOAD d MDOLLE WIDTH � TQ- REFERENCE THE FOLLOWING TABLES WITHIN THE CALE MA%RU ITITCFcrN PFPROy C- p . /4 NU 5 SNOW MAAL, TABLE =35 PSF MAX PAGE 381 FP�CTOHY BLULT PORTI /�1RSl"ER SERIES 35 - -- sl/sor0 SOW MAN UF4- TABLE =50 P5.OR PAS£3) TWO STORY MODELS - sDns/sD s+DW MFrxxL TABLE=w,75 OR PSF 17A L PACE 9 hrY 0 5 2B08 BRIM OPT. - OV n OVHG � FLOOR PLRN, ELEVATIONS 8 NOTES MUNCY HOMES, INC. - 1567 PA ROUTE 442 PLf�IV W/TYP OPT OFFSET MUNCY, PR 17756 REPR FI FVRTTON G EFT -lDC Fl TT FVRON RTLR-iT STT'Qi=-_FL FVV TTTY,`I ,raP r SG7_E:1/a--c 0- SEE SHT 2E_1 FOR OPT. ELEVRTIONS -'' T''Tt'd DRN BY DRTE SCALE REV. SCALE: L8"=I--O" [x1r--N-E 02\2 h1-d_ 3-22-91 S}iOWN -20-2007 2) No. DESCRIPTION WIRE SKR POLE No_ . SIZE U VALUE FIRTERIAL FI flSti vvl(vUUVI JL I iCUULt 1 GFCI SMALL APPLIANCc 12-2 WIG 20 AMP SINGLE A LNG TYPE I 11 %lT_ NO. U vA1 LIGHT VENT T7PE Mom• F'LR EGRESS NEW YORK ENERGY NOTES " 2[FBI - _ EXTERIOR QOORS- RLL('LA55'70 BE SAFETY[LAZING AREA SF CLR- SF MRTERI.9LI SHGC L BUILDING THERMAL PNvELO E Op,,,,NCE RE GARDI 1 _� 200 sTE`-L PTO gL �7 SUPERSERL COt'.PUTER sGFTllAeTE As PROVIDED IN SECTION SS O SHE TYPE I HEAT Si tcLL BE.DEMONSTRATED�SY 2n (7=LT SMRiL APPLIANCE(O.'T1 - - _ .49.33 2 NYS REScheck TWARCALCE7LRTIONs IDED BE ECTI NYS RE5chndc- . • .27a ' S-78 2S6 �Ji-0H 72.?5 _ BUIL.OFE- h RETAIL CATI PROVIDED TO THE AuTH CRITY HAVING-d.RS5L11CTIOM Zb G`CI SMALL R�PLIANCE(OPT] _ _ 2 CITE 22fi5 .49-33 vturi DMER HAS¢PITON OF USING RESchecE TO DETER I; ENERGY COi1PLIRrSE - 95a SSD 65 ' 344 SH!-CH 3 INFILTRATION:WRlCOWs R NC DOORS 3 GEhL ILLUtt ArfiS OPT-HWBB TOE HTR I4-2 WIG 15 AMP I 9 LITE �© vINTL 0.uIN00LT5 -3 Cfn PER SQUARE FCll7 4 WINDOW PREP _ 1C - 35a 3.6L LOST •49-33 52 Z5.9 _ H.WINDSLIDER DOORS- 3 CFM PER 5 4 GFCI eATHO57 .• is LUTE ' i5 vtNTL C SLIINGItS,[SNOOKS-S CFH PF3,OIXU2E FO¢T OF POOR ARE 5OURRE FOOT OF DOOR % LZ-2 WIG 2O AMP I - ID 3„9p. 27a L7o 34+9 .49-93 tii2 421 SI_pH 4. FOR CRAWL SPACE,HEATED OP,UNHEATED SASEMENT,FLOORS RhD/C:FOLTJJ.gTI( !WALLS SHALL 6E INSULATED R.�1 +a GFCI WHERLP L TUB (CPT - ^ S(--ANY W/1 SIO�.ISE 3+fi5 EGRESS '' VINYL- 27a 2� _49-33 I.c= S84 SH-O."i 1++.75 Sg A(xORDRNCE WITii Ili�•IERGT'CODE 6Y FIDE CDV7RACTOR-FIELD CL`NTR.AC70R HAS TF OPTION OF SULA ED I 4b GFCI Fi00ITIprGL BATHS CPTf - - 2 L17E W/1 ScDELSTE SLIT EGRESS .q}33 12� v[1Yrt_ FLOOR 17151AATION FROM R SOLRCE OTHER THIN THE H^-:.'LAR HOME 11Pf U"r IF - .'a 7.20 I 7ffi SSi-Dt{ 16Lt'b 71 v>rrtL S HVAC AnD WRT&Z rFATI7w EQUIPMENT!*rP-ICIENCIES St _L IZ7nPLT WITH TRHLES Nt103. WHEN APPl3CAS, PNO Sc GFCI RDDITION7L BATHS(OPT) - 9 LITE W/1 SIDFIITE -3857 EGRESS SECTION 1]na2 • • L'i 3Gs80• 270 34D .49-.33 .L4 S71 S[+DH 1+250 5.7 VTNri fi HVAC FIND WATER I-'P,1Tip.IG.PIPIhG f�4 GUCTS 514'iLL 6E INSI.LATm AS REDUL2ED 177 SECTIONS NLLt33 Nii(F!-4. S GENERAL ILLUMINATION 14-2 u/G 15 R71P - Ed.FYa'uR SIDELITE3 3869 EGRESS TAEC FI D WFJ RC Nil[N,S LY 270 +D7 .49-93 1411 71 SFKXi l7636 71 I2i�,4D 7. WATER HEATERS WITH 6 " 2 LITE W/2 SIOELITES 4257 EGR��55 ,49-33 1221 fi,4 SH-OFI VDtYL VERTICAL PIPE RISERS 9-1RLL HAVE A FEAT TRAP ON BOTH T INLET R O OUTLET(1F THE 7 lI I zsa 890 1611DD S+ VINTL, SH=_-O WRIER HEATER U LESS+L THE WATER HFRTEP HAS AN INTEGRAL 4 CITE Wr2 STOELI7F5 2468 .42-28 8. THERMOSTATS TO CONTROL HEATING - TRAP OR IS PART OF R CI_E RTWa SYSTEM. U a0• 2pp 5?2 5.47' CSM7.7 SfiFLI BE.CAPRSLF OF BEING SET FROM A MINIMUM OF 55-TO F- 8 - - SLAM'`CLASS;'C U.HOUR1 3036 65� vINYI C5 32 R7 LEAST DrLP 7FtFJ2HO57RT CF TFE AUTO-SET TYPE ITO BE USED IN THE LARGEST HEAT ZONE)51-piL BE PROVIDED 2 32-sE10- 2n0 .42-.28 459 '4.81 CSMNT 5738 FOR EACH SEPRRRTE OUE713 HLAhGCFIREPLACESHAVErNG 117NII[ELECTI FOR ri4'V-ELECTRIC UNITS.ALL TFERMOSTATS SFflLL e£F1RT0-SET TYPE- -7-2^• RANGE 8-3 W/G 40 A71P DOUBLE 2q - 30W EGRESS A2-28 - VINt'L 9. INSIG-OAPIPERS TPR VISIONS FOR CU TSLOE AIR FOR COMBUSTION ANO DAMPERS NOT 7D IXC_FR ro tFM 72i WATER!-EATER 27D o� - 2 CITE c948 8'�9 8.73 CAI 10488 7D VAiri la THE BTIGHTUILDING FITTIN ENVELOPEICSHALL A�CLDOORS RA6LT'GAS SEALED LIMIT CALLINFI HAVE RUTOK OMRTIC5C IGNITION. �R}{GtZS BETWEEN 10-2 W/G 25 RMP 28 35D 550 - 9 ISTc -42-28 1¢44 1094 CEMNT ll WASHER(OFT)SEE NOTE "4 N12-21W/G c"O RMP SINGLE 2C 96W y9n�n VD4YL DISSIMILAR MR7ERIILS g�AaL D FOR Y SEALD TO EXPANSION Ah'0 IONTHES35D Etbl - •49-53 ZB2p S80 PICT-pi L4S00 _ YII4ri AIR HOARSER MATERII,L.SUITHE Fal-a-MG ap_L BE TE GRS�TED, WERTHQ2SIRIPPEp 0R OTHERWISE SFg Fn WITH RN L2 0R7ER(OPT1 SEE rroTES 4 6=6 $1 AMP i DOIIHL .ZW i5 LITE 9558 FILM OR SOLID MATERL, .49-53 3¢]0 SB BAY-sH-0-1 14[i50 _ L ALL JOINTS SEAMS AND PENETRATIONS.COOKr(P IQ'i 7N LIEU tt'OT'•91 Jl� .AJv'C CLPSS'C El NXINR 9BS5 .42-2E1 2211 915 - 2 SITE-BUILT WAA70115,DOORSPNO WINDOW ANO SKYLIGFITS- 37G CSMHlT�OLINO =6 ALL I7YF1•i m yc11[F GT.v -AMP - 4 36-/36S`3D• _ FRENCH °8� .42-.28 2492 f032 CSMNT 228.0. - VINYL 4_L TnJTTTOPENDIG PpNEC3ETTRATIO ` �EHDUES Ptvp TIQR RESPECP_VE.IAMBS AND FRRMI3Y'i_� OOUi3LE 3-0'INSULATED BaW Z58.00 WYL 6S-CCRROPKNEE ED CEEUJ" S OR-aVSES.FOJPLFN7 TO TFc TFL'RnAL ENVELOPE❑(XlBLE WALL OVEN�r vi LIEIt[t rsY•m 40 RMP 5 RD-a80• �-96 251si VELD-WENLS OISHWAS($R fOPT1 15 AMP WOOD VINYL SLIDING GLASS 2357WALLS 7.WFYJ.-S E'10 CEILIri..S SfpAR,gTIhG R SINGLE 6 7?a8p• SCr96 30!)D _ _ 'z S.4 291 S-Ili 6750 - yINri 8-8EI-@�TIa,S PI•$7 SHOWERSSR DN GARAGE FROM COtUIfIONED SPA(Ca 16 6TiRBRGE DISPOSAL OOPD 6A 9Sae(i' 9E36 ++SI - 22� 50-35 6.28 9.COMMON U LLS Q DWEI_EXTERIOR WALLS 17 MICROWAVE[OPT) - _ _ 342 SH-OH 78,SD vtNYL 14 OMMO EM 7 6OY8a• 47-35 1240 SWINGING PATIO 34+9 ME m 4bE 2-37 Sti-Ili 4q]S - VINiL RECESSED�("fTING FDCTURES INSTALLED ED IN THE BUILDING ]8 TRASH C[7p1PRCTCR(OPTI 14-2 WIG CF_�WITH 15 RiiP SIrR'L,E B 72.xEp- _ 794 3� L-AKRGE BETWFF7V CONDITIONED(irp SAL ENVELOPE INVO- -`�'-�BE SEALED TO _47-95 21� I _ SPACESED 19 RADON SYSTEM ATTIC FAN [(PT1 14-2 W/6 ]S RMP SSFH;15 - 3465 EGRESS 50-35 lID3 Sb7 SH-0H VD4YL l- INSII-ATION OF SHALL COMPLY t� 14.3 -23 OTION V lR I PER SECT] p2-43®SEC NIi0243t.1- 31 2[I GENERIC TLL(V1INSTTION wr xn=mm ru�s - - #77 EGRESS 25 lis 1a as S7 •M(ri- DUCTS LOCATED OUTSIDE TI-E HUIlDING EkVEl(}PE SHAE.L Be IN LA7FD ON SITE BY BUA.DER 21 - _ 6.93 SH-0Et 167DO 69 nNri P1.L DUCTS SHALL BE SEALED.•DIy75 Aid?SFR^LS SHALL COMPLY WITH SECTION MI60LUI _ 3857 EGRESS SO-� 10.[6 S65 SH-OH 13553 TT}E SHPMIFRCTL-SUPPORTED U DdRT EVA�1D FEET IN ACCORDANCE WITH SECTION MISOI32 OP," 3869 EGRESS SO-35 S7 VENYL RIM-ON INSTRUCTIONS- , 1350 6°a Si-OH 15875 DH--0.32 AIR FR7cR5 SHALL,BE PROYIDm 7N THE RETl1eN ATR STST17t Z3 - _ 4257 EGRESS .SO-3S VINYL SH--0� THE HVRC SYSTEM SHALL PROVIDE R MFP,NS FOR BALPNCING AIR Fl"E7 LIRTER SYSTEMS 24 - _ 4-M Flu SH-0H tsi Fa FRAME WALLS.FLOORS RrO CIILIHGS NOi VENTILATID TO ALLOW MOI5711 7O ESCYiPE 5{tgLL L'E PROVTED WITH " 2488 .42-32 459 vim- C5=47/ �APPRDVEp VAPOR RETPRP._R H'FVING A HAXL3�1Un PEAT�TTpJC Oc L(},WrEji TESTED IN A�DA'�WI"D-f ' 25 5.46 CSH11fT 5g� _ vD•+fL PROCEDURE Tt'OF ASTM E96.TI[E VAPOR RETRIRDER 51}FLI_BE INTERIOR DOORS 3038 -4Z-32 4� S19 OSMNT Sg� PLC�.36 �.MATERIALS ANO EDLOPMENT St-b LL BE I(STALLm W Lt5TPo1ED ON TFE uAR'4-7N-WINTER siDE OF I7.6C1.RTTDr1 - - VINYL [ISth1JCTIONS ACC[S20ANCE WITH THE HFVi.fFRCTtIP.ER'S INSTALLATIG44 27 - - 4 i[;.HO• - - WOOD PP.E-FIN SL�DiG 384- EGRESS .42-32 . E27 2_7 CSMNT 711338 75 MATERIALS R^Gi EOUIPMFI•tT.91fTL1 LEE +'i-IAla=E CRN(3E OETFRMITFD- 28 _ - - 10 24'r8tf _ _ • +8+8 .42--32 938 E492 C smmr U725 _ VINYL 1S R F ER MANL1Fi.5 FDR R,tiL INSTP1L i7NG_COOLTNf' ArlD WATER FiPiTT .42-•32 28M' 16-79 CSMNT-BOW �• FDR ATTIC SPACES W['[}{FLti�STAF?,s AND REMAINIt jp AGED R-VALUE OF S0 RT 75 MERN TEMP-'PER LR7ER_ 29 - _ - - !L 3O•i^O• _ _ _ C45 vINTL INSIIATION,WFERE.SPECIFIED.SHALL EO[JtPMFNT SHALL BE PROYIDEC. _ _ p vBrrL A-THE BUm.DER MAY EhS1p5E D-E STRRs ON LEVEL WITHIN TI 5PA[E. 7yF FOLLOWING OPTIONS L APPLY: ' ,� - �� THE ATTIC SPACE THE WALLS SURRLIONOING THE 30 L2 34':8T _ _ 19-40-18/46 SO-M -49 7.Z1 HILT-CHI S9030 - VINYL TRi<BUILL`ER SHALL �T� AND PROTECTED WITH A VAPOR BARRIER+ 5(H95 2459 624 CT-SFI-[a, LS5D0 - v[Nri B- THE FACTORY nRY ENCLOSE 7}-S7RE RESPONSIBLE 01R5 pN SUPPLYING�-MRTERIPLS. AIR}1AFG3L.ER(OP7l E4-2 W/G l5 AMP SING 13 3E.8[i• 18-44-L8/46 Sp..• L� _ L7. F8-LE FA Sl1P,R0Ut�EN LOS STAIRS ITT}ATTIC SPACE 32 CDNOErlS(?R (OP77 - - _ _ I _ 25-94 �4 8RY-SFF[yy I �,� BASEMJ4'f5 THE51:7_L BE INSAATED AND PROTECTED WTTTI A VAPOR 30-2 W/G 30 RU1P DOLRLE l+ 46•.P.7• _ _ 3}62 _4rr3i 14btALLS SING U�NDITTOtED SPACES. TrE gflLp£R S-§'aLl.P`^^'--T{.E E4 OR Sp RRIER.STAIRS. 33 FURI'nCE-FACTORY INSTPULED fOP71 14-2 W/G _ _ _ E7 _ VINYL TI-E HIRLOER .'hDIrG THE 6RL5EMEW STAIRS S-�TH Pf INSULATED Ala]PROTECTED WITH A VAPOR 6 ES RnP STiNGLE LS 241.90' _ _ - S 34s23-S=575 .4}33 _ _ cT W� c7�SPOrS@S FOR SLPPLYIri>FLL MATFRtFLS. 34 FTURNACN -FSFLD r-T) LEU(OPT) 12-2 W/G 20 AMP Sod2_E 15 �ygP BI-F0.D 7?_7 c.&2S:145 .49-33 522 - vllm. ID-'TEO WIFH(+`Ih'OITI0.NED BA�1tQ4S5 gi,�L gE ATFD Fi2OM THE TOP OF THE 64 UtENT RF-0Nf1-E - v1t4iL UFR_L TD A(Y:PTTi pF 24]N(}ES EIEUON( uFtF4E THE FERTTNG DEGREE DAYS ARE LE55 THAN OR EQUAL TO RIR C9AIDITO;x^�R [OPTS 12-2 W/G 20 FNiP DOUBLE 17 �,� _ _ - • 7ZSx72Sx14.75 ,49-53 E49 _ - 5.04•i;TD R DEPTH OF SS 1NC}E.S EkLOW GRADE WHEkE THE EfFATD4G DEGREE DRYS RRE GREATER THAN EOLU BUT 36 RESr72VED 18 I +e•aPq• _ _ RA`1p4 V94YL RFE LGREAT7R THAN 8,D04 TO B.000:Fall YO A LcPTFi OF 64 IN[?'FS HF10W GKAOE, WHc�E THE HEATING 1000 BU ORYs 37 RESERVED _ 2257 R NDERSEN TED WlTt[UNCONDITIONED BFirFjygfTS SHALL MEET THIS RFDUInEME7,I7 UNLESS THE FLUOR OVERHERC 19 (1ra[i0' OILS :7.+-B 8 302 DH 67�5 - Wa-VINYL �• R Pcl2MEY.E-7IT CERTTFICfi7E +, 39 RESERVED38 RESERVED I ?0 72'x8P - - 3[737 am 6 7� SF3F1_[ POST©Of4(1R IN THE OELTRICRL DISTRIBUTION PRh1 PF-[t�2 7Hv 43 RF3�V1ID 21 s6•,SO' - - WOCD/MLEROR - I #49 4.L 19-I � VINriRSIOIyvr1LETED ETY THE EULLDER I BY-PASS SLIDER 9ii� WO-VINYL THE 4`RiffTCATE SHAI L LIST THE �SPONSFc;E FW2 THE CCriPLETIRI T L 2JILDING. 22 2VXBc" 34fi5 EGRESS am 8 SAE [k1 1.7rLLS,FOt.R1DRTIDV PR£m11M9NT R-VRL.UES OF LNSRATI(),"1 IPGTALIEp�[OR Ot•i TFE Cam.-lA4"/ROOF. _ W� P ".ET 131-DD CA NT WP.LL•CRAWLSPACE WALL RID/CR FLOOR3 ANp DUCTS DIfTSLOE CONDITIOYfD SPACES41 RESERVED - _ 3476 EG�55 (13152 ( T40-vINTi ll-FACIC7R5 FOR FENESTRRTIOR23 48,.W, 713 CH Lso nn 71 p}W1,2g iq-Ei4 THERE IS MORE THAN ONE VALUE FOR EACH COMPH-i ELECTRIC FEAT i2-2 W/G 20 At1P _ _ 38ST EGp�S up'vWYL TAC LARGEST AREA LN'ENT. THE CERTIFICATE SHH91 LIST THE VALUE COVERING W.�E 24 48'.LGK 1 5-73 DN 128M S7 WD-VINYL THE CERTIFICATE 5`ifiL LIST T7 TYPERCTDRS, R'•D EFFICIEhY.'Y H-2 25 _ - - - r2EINCFI0_35 (1F HEATING. COOLIty PlD SERVICE WATER HEATING EW[P_ ' FH3 " - 2S 72•x8O- - _ 3869 E( .SS 1Zm S73 CH 1432.5 S7 Wp-VINYL ALLY.FRCTIRER"-RESch kF R�10/OR DATAEFF PLATE. ENCY RATINGS OF FACTORY INSTALLED EOUITHAN`ST-B=LL BE ON THE- 035 ]I54 6.41 OH 1{55p S4 24 ALL HORK DONE O N SITE SHPIL BE APPROVED BY T1-lE A3 27 +8'x3a' - _ 293E OS} 520 L47-vWYI F3iTI1ARIT7 HAVWG.AA'MICTIOM :or xmm®x�m DOUBLE 4.80 CSMNT ESDD WO-vlziL 14fi - - - _ 28 [,'m80• _ _ 295D EGRESS 434 920 8-i0 GSitrfi - FR-7 - - 29 72'SBtr - _ _ ST'Oe EGRESS [134 1g90 S15M 7b ND-vWTL lli7D CSnNT 228,5 79 WO-VINYL cs=2� 11+50 EGRES�1_014 33.40 [S11i4T 45750 7b Wo-vnrn_ PSC 32 2584 6D+ PICI-OATSPACEFORTHE(SEWYORKsTA.MP OFELECTRICAL NOES9B55 :.D-YINTLL WHEN CIRC=S RELUIRED WILL NOT FIT IN A SINGLE PANELBOX, DOORS AIL WINDOWS OO HAVESUASTTUTEMAH0.FCOMPLY WITH THE 2L60 9.ED CS"WTfAW 2SOD0 APPLICABLE ES¢RGY CODE,57RUC7URRTL ANO EGRESS REOIJIREMEN7g. `.,L}-VINYL A SUB-FEID SHALL BE REQUIRED.SEE SHY E. MW . 2 EXTERIOR RE(2PTRa-ES SHALL BE Iri5TA1 FD AT THE FRONT AND REAR 2257 .49-32 51 31 OH OF THE DWELLING AND SHALL BE WEATHERPROOF RY•0 GFCI PROTECIEA 6375 4D-nNTL EXTERIOR RECEPTRCL.ES SHALL BE ON R GENERAL IL-LUMINAY[,, CIRCUIT. LOST _ .49-32 37 2? qy 4�, orPM-ruxro6 n,�76 EXTERIOR REOEPTPCLFS SHALL NOT BE ON R CIRCUIT THAT HAS RECEpYF;<11.E5 3449 -49-32 75 WO-VINYL FOR BATHROOMS OR A SMALL PPPLIRY�.E CIRCUIT. - +_9 OH 2175 WD_Va4TL •u en°sz=r m1 EXTEQIOR RECEPTACLES OTHER TfiA14 F10;P.EDUTRED Err 34M EGRESS .49-32 [OJT •'r"w umw^( v�•nr RVAIIABLF AS AN OPTION- THE NEC ARE 59 DH 132 n 59 WO_VINTL O2roTo 1�13fr7 `fl aY 3 REFRIGERATOR TOR RECEPTACLES O N SMALL PPPL TANCE""AN H CIRCUITS ARE NOT 3476 E['RESTa .+9-3Z 12-S 72 xa RE(1UIRED TO.SE GFCI PROTECTED. 3857 E(.'RESS Wi 16125 72 WD-VINYL G[�S ^^"^7m=.".:a..pm.'-`-'°r.,a 4_ LRLtMRT CIRCUITS lNG ARE STANDARD I CRAWL SPACE(A•1L75. -49-,32 344 S8 OH 13ODO 5A a[- 'R- S 4 TIi31F9- Cr�LII�L1TE5 DR Ff-81 LTIES MAY REPLACE SWITCHED IRO FG 3869 EGRESS v L 1 C:OLIrr FAN L.ITE5 MAY REPLACE .49-92 13D 72 [M 162.50 72 CEILING CITES PROVIGM- 771E LIGh IS SUCH-WIRED 4257 EGRESS .49-32 iL7 WO-VINYL ]NOEPf1YDRNTLY [P THE FAN M[TT(X2. 6S OH 34525 6- CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES.41HET3 GAS AE'R_LANCES PRE a�7 DS W4YpYYi_ . USED, THE WIRE, BREAKER AND POLE'PARAMETERS L1SFD .47-31 4.7 45 LSMNT S875 FOR RANCH GENERAL IUITS T TTION L'ERCUIT OR MgAJF IN5TALLRTION TFT SAME AS IONS. 3D6i Ef92E55 .47-31 HS 79 OSM`IT Wo-V1NYL 7• ALL BRANCH CIRCUITS THAT SUPPLY 12S-VOLT, 15 W RECO TAM_E_5 T 10625 7s f gv� INSTALLED IN DWc'LLSNG UNIr BEDROOMS SiAL1 BE PROTECTEII BY AN SBSS E.GRE55 .}7_ L7.0 1S8 CSnYT ARC-FR.LT CIRCUIT INTEARI.PTI]2(Si 713_1T' 79 60-VD41L � ARC-FAIULT.CIRCUIT INT U451 EGRESS .+7-$ #D 3L5 C=11N7 4251:0 _ARE Fes. TER(S7 PRE NOTE DETEC IN CxT.CUITS ON 9458 79 WO-vnm 8. ALL 6RANC7OC��CIRCUITS NEW_�1'FOR VOLTS DETOLT. IS ECTOR CIRCUITS OUTS ONLY. .47-31 252 52 P3LT-(Ai 1s:m G15TALLED IN DWELLING UNIT BEDROOMS V5HFLL SE PROTECTED BY AN 9855 - uo-vpNYL .47-31 Zelt 12B CSMNT-BOW 32DI7.T _ ARC-FFX.L.T CLRCD[r 7rlIERRLP7r72[51- 2002 AN[3 2005 NEC 9. (QED SMOKE ALARMS SHALL-NOT BE RACED ON BRANCH CIRCUITS PROTECTED CENTURY SPECIFLTY BY RRC-F ULT CD CUIT iNTERRUFTE2 R_L SMOKE q�y�SHALL 0E SUPPLIED 2424 f157 2 OCTf't,OV _ BY BRANCH CIRCUITS DEDICATED TO SMOKE ALARM EOLApHEN7'. _,p THE CO`AIECTION OF THE SMOKE ALARM BRANCH CIRCUIT TO T' POWER SERVICE(me5Va S O +'lELR?MLC'TLLY PROTECTED(3Y UT1LEMG'LOCK.-0N DEVIr-, 2424 � 271 1¢ (MET SMOKE AIARnS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED OC7fIDCED YI7ttL p� BY BRANCH .T CULTS T DICST D TO MOK SMOKE FLF,R715`� "-L BE e� GLAZING,VENT AND EGRESS NOTES; 2424 94 22S 219 ICI-()FH7L BY B[2C,101 CIRCUITS f DICRTFD TO SMOKE ALARM EGUIpMENT. L FOR.E6 S WINCOWS 2613 VINYL pig 11 5.t DRAW24G 3B FOR FDDITIONAt-ELECTRICAL NOT-Ea T MD•(In1'1'(WIDTH CLERK OPENU G SHALL BE 20-, SKTLIGrIIS 2 FOR E(;P�WIN70WS,THE MINIMUM HEIGHT CLEAR CPENDG 3 FOR EGRESS WINDOWS, lT$MFND1Un t•L`7 CLEAR `F¢iL 8E 24'. 2722 LEVEL OPENING SHELL.BE S7 SF l5D SF rilnL GJ_f0 4_FAGGREG�(,Lp7RJC�OF H�7ABLE SPACES DIVING. SLEEPING,EAITNG OR COO'KING1 m0 372 - 'LINT _ ¢.f•U .APPROVAL LJM17E6 To . WALL COVERING SCHEDULE STALL BE 8Z OF THE FLOOR AREA WITH 4.OPENING FOR VENTILATIOHL Z246 55� SS9 FACTORY BUILTAOAnON MASTER SERIES S FOR THE PURPOSE OF DETFRMITNG LIGHT AND VENTILATION RECULRZMENTS. ANY RDOM 31E7_L SH=SRGLE-H-vu.OR= - SK7LIGI:T - ❑.:A • WALL COVERING STUD SPACING THE CDC rtMc WALLS IsPOP�EN PORTION Lppl3 T�pj,�pROroEs AN G,T'EYruNC�c OAF NOT LEs�s T�t�t4 E '.CSMNT _CASEMENT,HILT = PICTL.RE_ APR 0$208 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM.BUT NOT LES5 TI1RV 2S 5OUpj?z FEET. ht MBER AT LEFT INOICAYES STD DOUBLE PR1E U VALUE.NUMBER AT RIGHT IKIICnTES LOW E ALL MODELS v4^ u000 PR's-LIr,G is'OL a W�5 1DRfi..OI.;7r_J., NOTE.& DRAWING 7e_iri FOR EXTERIOR G1A55 Do R^O 444�d'X O.� SCHE[]IJLES NOTES STRUCTURAL REOUIREMENTS EN LTD-I2p MPH WTNO ZONES_ 1/2' or S/S GYPSLAM BOARD 16'Cr-OR 24-O.C. 7 i1D Rf,�HPH WITO S FOR ICC GLASS DOORS AND WIN'COW5RS ARE LOCATED ON g �UNITS SITED PLANS TN r MUNCY HOMES, INC- (L MAINTAIN AIN IRO CPE OW WINDOWSRO LOCATED WI MORE THU?N 72'ASDVE FDaSTr2D GP.AOE MUST i5S7 PA ROUTE ?42 L4' or 3/H"G7PSUM HOARD 12"OL Cp.i6'OL FINISHED S ED THE LOOF T PART OF THE WINDOW CLEAR-OPENING A MlNMUM OF 24,ABOVE THE _ FENISFED FLOOR OF T}-E ROOM IN IJI-fICT-7 THE WINDOW 15 LOCATED, P TLE WINDOW CLEAR_ 112-VIN'TL COVERED GYP. 2O- OP �S NOT MEN THESE PEiZAMETERs- THE BLM MR SIRLL BE RESPONSIBLE FOR r t 'F= MUNCY, PA 177J�6 i6"OL OR 24"O.C. COMPLIANCE WITH SECTION R5132 fltlll°f QRN BY GATE SCALE REV. T. NG. UATFi3R25E Ian£ 03�3a_n 06 t{.JL 3-22-91 NONE -20-20GI 3e uLtv�r.n1 Nvu L c0 - L ULNtXFiL NU I LS - 2 • L WALL AND cETLL\c FINISMS--P-L HAVE A PLUMBING NOTES ELECTRICRL NOTES r tuv� NOTES FLAME SPREAD RATING OF NOT GREATER THEN ZOO. L WRYER HERFNR O ENCLOSED SPACES FLAKE HAVE Z' L DLN LINES SHELL BE A55 SCHEDULE 40 COMPLYING L WIRING SMALL BE IN RCCO20RNCE WITH Tim LATEST L GESA?c0 ORE AV' TWSEISMIC O FAMILY OLFJ_LiN05 LOCATED L GENEP.RL FIELD NOTES 2 TF95 DWELLING SHALL HAVE A HALO EXIT DOOR. RAT CLEPRF4YE OR FINISH SMALL HAVE FLRHE SPREAD WITH RSTM 0 2661 OR PVc sett ou E sa LDMPLrING ELECTP,LCRL FIELD NOTES TH4E DOOR WIDTH BE sOE ETrJGFS),NET LESS THAN RATING OF LE5BUILT5 THAN 2S WITH S SO 0 26Ti5 OR COPPER DLN COMPLYIM,WITH ATPPROVE NEC f T INSPECTED FN PLAY(BY RN WFEiZE ADJOININN'MODULES THAT FIAV<(.PUPS OF LS' L RHRERMp(Ife F COHL�"CTIONS 3 FEET R WIDTH NS 6 FEET 8 INCHES ITS DISTAr 2. OPT. .6 P.No INSTALLED FTD IN ACC 5TRNc f�LISTED. fHSTM B 30E APPROVED IX]O81TY ASSURANCE SGE-T I•!SOC C ATE EXEMPT FROM THE SEISMIC 3. EXTERIOR WR).J..CONSTRUCTION RATING AND DTSTRNLE L.1fidS�RVC AISTRL.LJ`O]N RCC42OANCE WITH iTE PLASTIC PIPE cow)MfLXFHUM HOi:IIONTFL SUPPORT 2 WIRING SHALL BE TYPE NMI. REQUIREMENTS OF THE RIMS-SEE R-'OL22 DCEPTIDN. OR MOPE,FIRESTOPPING BtAL.L BE PROVIDED RJO A-BASEMENT M(AELS-ELECT.CDh1JEL7I0N5 B�"T1F,�1 CEMING F EI TS 5 4-L CO FI TO SECTION R702 �NUITF0:15 OF LISTING.RCRDp)-FACTORY GUILT UL 127PLES SPACING-i'-0'. 3. CIRCUIT BREPXFRS E}1ALL IE RATED SECTION R3DL224 SMALL BE( fie WITH kith INSTALLED AT ALL CEILING AM FLOOR LEVELS 8Y AO BA E M AND OOELS-E FIT CO DIRECT HOOK-UP TO +- CEFL LD HEIGHTS SHALL CONFORM TO SECTION R3LS. S3 - TESTED IN�DANICE WITH f)L ON' MRXIMUM VERTICAL SUPPORT SPACING-EACH STORY 4' CaCUCTORS,DEVICES FM EQUIP.sjp BE OLCE�'_CLc'D PRESCRIPTIVE PO COMP Or THE R i7EN THE BUILDERDI��SS Af+DUPJSTfl W ON SITE _ PkELEXT.RIR SUPLY 5SiR1_COMPLY HiiT1 SECTION R100.i HEIGHT AND PIPING FND/OR LISTED BT AM REPROVED TESTING TIE TYPE. THE PANEL P.(AC WIRES SHALL ar LABELED. F0. S. LSWEILIJG UNITS IN EACH OTI-FR E fi.-IELLT1,fu,5 Sii�1, L BE St1HL H^.,YE R ltlD-STORY GLIDE AGENCY AND T SEk'VING RS R Br'S2RO:R 7D TFL�iLLRTIaU OF tERIr E-2 PANEL 0RY MODELS-S-HALL FLOORLA WIRES ARE COILED % SEPPFRTED FROM EACH SST 8Y WALL RFIRE F7_CaR 3. HVAC AND FI}:f3GLRLE CHIMNEY F;N9 C0.\7JELTfIRS SHALL COPPER PIPE tiF XD4UM HORIIO�'T[�3JPPORT IN4iAL1}D IN RCCpROr7JLE WL3Yi LISTING. DWG ARE LISFTID TO SOC g MOVEMENT OF FLAMES ADD PRODUCTS CQMBJSTION B:FEpi iL�DUi;Fi PtTc_DZILLEO ISLES THESE THE FIRST L RESISTIVE LHS OF N237 LESS TEE 1 HOAR FIRE COMPLY WITH NIFPR 21L SPACING-S-0 MRNUFRcTURFR5 INSTRUCTIONS AND IRREGULAR BUILDINGS SWLL REQUIRE A PLAN MOVE 8E APPROVED BY THE AUTHORITY i-,VIT;G ? R15TA FIE RATING WHEN TESTED IN P.CCQRfxNCE WITH 4- A SAFETY FPN AZING 70 L B MIN.KIT.EXH!35 CM Mpi 1LAXIMLVH VERTICAL SUPPORT SPACING- S NM ETA1-TC SHEATHED L BE ABLE DOGES. SPECIFIC ED EljFS. SE FE EN7 ULA;HDL2ECTLr HOLE TI N Tl-(E0F . R'-iM F119. WALL TEN S GLAZING EA:1-I STORY CR31-E SHALL BE SECURED AT W000 FRRI'L''D BACI7[NGS Z .I1Ri58I E AP CAVITIES LOCATED TOP Fro SOLE PLATES IN STU6 SEC F1J:OR-R G NS ASSEMBLIES EXT R SMALL EXTEND SECTION R308.4- S�-L EE USED KriERE RE7JUIRFJ](3Y HEIGHT 8llf SHALL NOT-EXCEID 10'-0". MEMBERS]d7T LESS THAN 1 L4^IRONS EDGE III SHALL 7f42EE STORIES ABOVE C S-E DRBTHE LIMITED TGIlre11 M�-FI�TURER ti3S OP770N OF OMITTED PORTIONS FLOOR DROPS. FLGC2 TD AND BE TlL7HT A(3LitJ37 The EXTERIOR 6 ENCLOSED FCLESS 2 WAT-rR SUPPLY LINES SHALL BE TYPE L COPPER BE PROTFLTEO WITH 1/I6'TN'CK STF}1 SLEEVE OR T TABLE WALL `0.,SEMBIFS SI♦FIL EXTEND TO THE UNDERSIDE HAVE lVA1.5.IS 18LE SPACES IAIDFJR STRIPS:J'.'1-LL COMPLYING WITH ASTA B 83 PLHT£-CFPSLE PRSSIiG THROUGH NOTCHES SHp, BE 2 IN Ol ��SEE R3M224.L OF/OR COMPLETZ ROOF,CEILING Am/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LI(,'FiT OF THE ING NSTR TI FOR E F31 RSSr1L9_T ONSTAIR SURFACE D S RNY COFFER LINES FYiXptUH tC]R�ONIAL SUPPORT PROTECTED WITH A VI6-THICK.STEEL RATE B'BLIES TO C_rtffo I AND SECTIONS�Iy0p1,gFS.TF BUILDER WANTS TO DROPPED TO 9 OR SET SHALL 8E HAIR LIGL CTED W SPP02EhCtA'LSTRRTS Sil LL I.BI711. SOFFITS PROTECTED ON TH'c ENCLOSED SIDE WITH SPACING-S-S•. NONMETALLIC SHFRTHED CABLE COUNTIES,THE NORTHWEST CD(aER S"� E If FIt1D.�SGN U2 SITE BY THE BUILDER _ 6 GARAGES Pilo CAi3PCR'T^SI'A(.L COMPLY WITH R M.-4mm L2 INCH GYPSUM BOARD. NIMM M.VEREC-L SUPPORT 5PRC-.LLG-EACH 4".-&*MAX WLTFBN I'-U'OF OUTLET�BOX. SECURE'-D AT COUNTY AND MOST OF 5T:LAW -R COUNTY. VERIFICATION ME DESIGN,I-ESMALL E BY R PE.OR RA C-DPP£MODELS IN -Ep_ CZIIN R3t19. 7, II-8RO PARTY LI14E1,LSIC'V!R OF APPROVAL R'JD DATA STORY FETL+IT BUT NOT TO EXCEED SILO'. A RECEPTACLES CIS-ELT WITH THE RLvrhoKTNT HAYI.'G JURISDICTION TH�D'RM�WITH GOVERNING CODES.TO ENSURE HOXLSM PLATE SHILL 8E AFFIXED TO 71g WITCHEtH RR•81E COMPLYING O'ELECTRIC BR5ESOFM HEAT LTMS. OVER ANY PAki IN THiE.YRIIB'(ppr I7Y FOR SEISMIC DESIGN CATEGORY- ROOF DESIGN DOE NOT EXCEED TIE LTD KING iLLU 7. R1 MATERIEL RSSENIPLY.(S)NlSTRUCTImY FNi) CPVC WITH AST D 284n"MAY BE 3: JO1S CAPfL9I-HUES THE LOAD BEARING WALLS. IL IIf4.S,G K-�KKEEWRLL�T FOR PROVIDES�TI� TH� CABINET-WHEN A MII]RE DOES Nt7T HAVE R CLOSET, USED AS AN RLTERNATE KqF RIAL- 7- IN KTTCMENS R RECEPTACLE OUTLET S,gLL BE SHALL BE SLIPPC Tm- SECOND FL�B'(7liE BUIGaLC� EQUIPMENT SH{A.LSTATE COMPLY FIR RAT NGS SHALL RCOM01I iL LABELS CPVC LINES MAXIMUM HORIZONTAL SUPPORT INST I AT Mai WALL COUNT SEE R-.W-7. LA7ERFLLY. DESIGNER SHALL CONTACT THE MIN.FRLTURER TD 014 SECOND FLOOR TO CO CODE(F'D By 70Ka;STATE AGENCY RATINGS NUMBERS 8E )ZTCIiEN RANGE SHALL 6E RT-LCEp To iTtc ER SPACE THAT T5 IT ZN SI)C Dl,SOLID BLOCKING VERIFY THE SIZE,SPECIES,G%�= AND D£.SPACING SH91.J_BE Tt1lIC7iTc'D BY RPPkDVHD RGFIJC7 DESIGN N¢IMBFRS AYa CAE'I•E7.WP�I THE KTTCk F_f1 CABINET SP�PNG-3'-(r D4 WIDER RECEPTRCLE CUTLETS-SHALL 6E INSTPo t m aC-LL BE PROVIDED AT RF LOAD BEARING MEMBERS �C NFURNIISH.D AND R1 TfL-LED BY THE SUcLpF12 0.4E DETRII.F3J ON Op-AWIt�f57 4 IS INSTALLED ON SITE By THE BUILDER,LABELS AND MRXLMUM VEKrICA_SUPPORT_N'Ma G-ETC}{ 50 THAT NO PmNT FL D,4G THE WALL LINE IS MORE EACH INTERMEDIATE SLUGPDRT.SEE RS027 EXCEPTION MRTERSFLS TD IN UE �SAS C"-�.,,,,� A ISTRLLA7ION OF SMOKE ALAR}LS AM AUTOMATIC DATA PLATE SS L SE AFFIX IN A CLOSET C2 TN STORY F�EIQ-{T A)p P7P4� MSN 24'MERSIRID 4. WHEN THERE IS A BETE OMITTED ARFER � yppLz-ID ADD PRISED `•"�� RP/7TNsR KITCL-EN CABWT,WkiE77J A P SMALL HHVE A HORROKTAIY FROM R RECEPTACLE CANigEVER AND THE RIM JOISTS SHi<LL BE RA.T]-1 SPRBJKLER SYSTEMS SMALL COMPLY LJIScCTICN R31i LDULE ATE NO I1ffirQRY GUIDE OUTLET IN THAT SPACE A.RE SPLICEED,THE RD1 JOISTS GOV�G CO ES BU�.R IN ACCORDANCE WITH DEVICES AT ENTRY,!a SWITCHES,RE:CEP'rAf.LES,ETC B. CONCFA-FD SPACES F�TLIEENIFLOOR/L2-p,ING CHALETS DR CLOSETS,1A6c75 AND DATA PLATE CRDSS'LIN`CED PCLYER{YLEAE tPEX1 COMPLYING & KITCHEN COUNTERTOP.BATHROOM,GARAGE AND USING A GFLVANF2ED ME7RL TIE NOT LESS yrcp�( D WRENS A FLITTER STUBBED TO RSSEMBLIES SHALL BE CRAFTSTCP'PED AT ICOD SF SHALL SE AfF� MOOLLE, D.Ci56"QG ) 3 7F BUI-O'SL Mh;l•FTS TO CONSTRUCT,FABRICATE AND WIRES SITE INSTAL STU E DEVICES OBAS�TT)tO BUILDS,- SMALL INI A OR USE B PIE Rn WITH ALTERNATE F TE MAY ig LIED AS AN EXTERIOR RECEPTACLES SL°LL BE fF'CL PROTECTED. f@ OIoZ"x 3 1/2"OR(Z"WI-DE FASTENED WITH R'fTRCA CARPORTS,GRANGES, FOR RETD CONNECTIONS II-CNIS IT=LORE SMALL p_M SEE WITH SAN I%4 RS MATERIALS A5 8UJ JURISDICTION PLANS FOR USE BY THE RUT'ARI7Y MOSS DATE D POLYETHYLENE KITCH�ETN RNA BATHOROOM RECEPTACLES ELEMENTS,Le.FORCI-FS. E-LAHEN CiPJ.UUHSTANUCES SHELL CCXIMa7 LILTS SE'T.-TIOV P +ZS HAND INSIGNIA OF SHALL lL.SI- ACTUAL LOCATION RR055-I inn M PP 20 POP GFCI CIRCUITM BE ON HAILS ON EACH SIDE OF ITE SPLICE OR R BLOCK ErC IN THE FIELD TO A LOAD BEARDzG EXTERIOR WALL BEN MC(1RES,�A JLNC7ION BOX 5}YiLL 8c LOCHTEO THE INSIGNIA OF APPROVAL, H)PSZDl7fAL SUPPORT iPD�_LINE9 $ FOR WHIRLPOOL TUB OPTIONS,WIRLMG THE SASE S12E A S THE RIM JOIST O SLFFYC3T7HT DESIGN OR VERIFTCATTON OF DESIGN SrfiL BE HI' R UHJCt7R THE HZfX1Q OR NEAR THE ATTIC RCCESS. 10 FIR ,CUt INO SMALL$P12DVIILS-D IN WOOD-ERASE 8. E).T Cffl5E5 MAXIM""VERTICAL SUP -EACli MRNUFRCTUtiF.4'S SKRLL BE IN LENGTH TO FIT SECURELY M JOI T TYE JOIST PE OR R.A.IN ACCORDANCE WITH GnV FELL CD _ P-Poi. HE FLOOR O .FLOOR CONSiR WITH AND HT�pTR-CET ING ASSEMBLIES 9- HA> S SFIRL iaPR INSULATION EON LE DRYWALL. SUPPORT SPACING ACCORDANCE WITH INSTALLATION AT WFisfH THE SWCF OCCURS FAST-t:71ED WI-(H DES G-SEE iHA1.1FACTUp,ERS SETTLE PRCRfDl12ES�EHME$,jL7jq$L_-D'e' I'E ar'O Ae"F'WITH SISTLON R6028 SMALL BE PROVIDED ON AT LEAST ONE STORY HEIGHT BUT NOT TD EXCEED 16•-Er INSTRUC71OJ5 ARV SMALL IE GFCL PROTECTS. A SPACE IN ORDER 70 ENSURE DESIGN DOES NDT EXCEED THE ❑'LRHiNEI-FFT2EHLOCSOlJG:HALL SIDE DF EACH STRIF3JAY WITH FOUR OR MORE RISERS. WRYER DISTRIBUTION PIPING SHALL lX1J-0RM TO 14 WHEN R WASHER RE 01> z 3 L LZ OR(121 D131^¢3 IJ2' LORD CRRRYIlJG ILITIES OF THE LOAD BEARING Z R-SEE A 0.ITECT COMPLY WITH ACE 115 MAe10RRIL Fff2GHAT,MEPSZ.IP,fD ABINE STRTR TRIAD RN5LZHS^S1 RIO STANDARDS LIST"'0 ABOY� E�UDE'OQ,M,M!!£itLFRC p �1�'TALLID IN A NAILS ON ER31 NICE OF TAIL SPLICE WRL15.RR ING CAPAPABSHALL CONTACT THE LORD RARING 70 DR W 0.20E FROM EACH FLOOR CDVEP.FD OR ST-k1_L APPLIED BEF'Q:E SPACE 15 NNOT MORE THAN.sa INCHEa OSIyS S-F,LI_BE NOT LESS THEN 34]COIFS RND 3 PIPING.FMLRES.HATEABLE AM DEVICES OR NOT,Tt�T TAG DOOR IS PRESENT SEE PBO 7»> EXCEPTIONS 4 Ftp S TO VERIFY THE LD90I=,SIZE SPECIES,wmCORME AND BRScZMQJT SI'Lp5M pEIBE BYEDIHE BUILDER. 1L ROOF CDVER2'yGS SHALL COMPLY WITH SECTION R2M GLXALDS SHILL COMPLY WITH SECTTIION R312 WIS]i TIDEI P2569. 1L Sr(S C1RClIIT E SHCiL SE[uQ PRIJTEE7:iTEp. 5• BUILDI=LOCATED IN 9C DI SHALL BE PROVIDE ACING pF LOAD BERRLJG MEMBERS.GP3.E END B-FOR CAPE UNITS,.WIRE I9 STLEBEB ILDER.T�ROJGtI UTILIZED IN APL.WI18I1d,SYSTEM SHALL COMPLY PROTECTION SHALL BE PROVIDED BY WITH EXTERIOR' WlFJ_L5 CINGEXCEPT FOR D BE 12 SKTLTGH7B FV•HO SLOPED OlF?71N7i SIi3LL COMPLY WITH ID VENTILATION OF 4. SOLDER F.D FLUX U1_`FD FOR 12 SMOKE OR RBJD INTERIOR BRACED WALL LINES. WINGED FLOOR/CEIHLNG FOR BUILDER TO IJST'AYl SECOND SECTION R3083 R7TIC SPACE IDGEL BE PROVI)`Tl 87 COPPER PIPE SHALL HAVE DETECTORS fE FIREX'Isis 04 A EXCEED SEED HRFiCM W ALES,BALCONIES,2Ad FLOOR PCTlI2E7R TO VERIFY 1 8A7HROOM CIRCilI'T FlIFF9 11 STRUCTWL MEMBERS SUBJECT TO HOLE DRILLING, R COM M,NET NT OF VEN Fi-hl RIDGE VENT$THE R CHEMICAL COMPOSITION EQUAL TO OR LESS TERN LISTED EOIIVALENT. FEET ON CENTER IN BOTH THE �T BEARING.CONTACT MRNUf LOADS� PLOGQ SHAKE 'DROPPED D FROM ERCl{FL�.F TO CIM112Z OR NOTCHING�L M3��"i THE FR2MREE YF -STTDV AREA S,�L BE 02 PERCENT I:Ego THE-AR13ER S PLL COMPLY WITH BEARING STAnis or GPZ-E ERv'D WALLS RER IN ERIFY. HRcc7MENT Stt�L 8E INTERLDNC'fED F M THE BUILDER COMPLY WITH SET:TI(YS THIS 1)F THE ERR IF THE t3 SMOKE DETECTORS SHK}-L!E DIRECTLY LQMdECT[;D TO WALL H SHiL-L BE IN SOD �H 4- WHEN CONSTRUCTION Ro FF�RICRTICFt OF tZEfMFJJTS, 4-P0.'•EI.BOXES FN CRA4R SPACE UNITS SELL BE RS(T2_8,R6[,'26.RW2fiL R8T27- SPACE VENTILATED- ASM BM THE FLUX SHALL COMPLY WITH RSTM B811 A GENERAL ILLUMINATION CIRCUIT WITH No TABLE R607-IUL La SEE FIGURES R5,P8 f 80Z'fiL R6029f2L IL ITS NOTE RESERVED FOR FUFINI USE, 6 JOINTS HER PI=I1 IlTrEENT GRR'!ES E PLASTIC PI IJIFRVE KING SWITCHES Fd•D PORCH=S,GRFORTS,GRRA GGES.ETC IS QCIIE IN R INSTALLED BY THE MF NLFAC7URFR.FOR OTHER LM`9.75, �TPAL Rb1125O1r RMAY S ]2 INTERIOR L DWELLING AND CF]LTNG Fi3I5HE5 IN ENCLOSED AND OTHER PIPING M MDM St�L BE MAR WITH AN IN SUCH R MANNER THAT THE ACTIVATION BE ON OF DN EC7ED DnC 'TIONL IN ONE AND•TWO STORT BUILDINGS, MR)EER THAT DOES NOT IMPOSE ANY ADDITIONAL THE MR4 F'AC'TURER MAY EITHER INSTALL THE I'FhEL 14.THE Z H'P7fiL7 QWEILING EXITS SHRILL HAY'R FLAME APPROVED ADAPTER FITT7NO, F1=INRTION D�ONE SPACING 8E-TWEEN-BRACED}TALL LINES�-NOT STRUCTURAL LIVE LOACs ON THE MODLIIL2 lB{IT,Wr BOX.WIPE THE PANEL BOX 1 lMa ESTH FOR N1BE0JiRF:Tl.FiER MAY 5[f85FI7UYE FOR THE JliI57 INDIVIDUAL. RATING O O TO 75. S. FOR ASS PIPE FINQ PI-FlRih -ACTIVATE ALL ALARMS IN IHE EXCEED FEET OtJ tSEt•ITER IN ORDER TO V-RIFTCR7ION OF LORD CAR4 TINE MO?F,,,UqI IS > tRLLHTiOt•1 BY Pig BUILDER OR LABEL WIRES FV{0 Fib SiO;fi7 Li Tti'TYPICAL[ROSSS SET:TIDN 11 11d7IVIDUIRL COHPtxF?fi5 fl''RNGS-A SCLMcM CEMENT INOLVID-rL LiNIT. EXED35ACCOMMODATE fLNl=5 VER rtcm 8T THE HUUD_C R FOR THE RaRXI--JES OF SHIP LLAITPANEL BOX FAH BUILD R LOOSE FOR SUCH{AS STRUCTURAL THAT COMPLIES WI3-Tii RSTH D TABS SHELL 13E APPLIED THEY SHALL BE LOCATED IN EACH I`EJ-E ROOM NOT EXCEEDING ¢?err TO 71iE MOT10.A2 UNIT- INST OF2R1LE FA A 2:2 NOMINALOCCUPIED WOOD LEDGER STRIP. SYSTEMS.HABITABLE SPACES, AREAS, BATHS, SPACES, TO RCP JOIIV7 S AND FIT SEES 5CLV P29O4.911 OUTSIDE OF EACH SEPARATE SLEEPISNGEDAfER ROOM, 7FfE LENCi7 EACH BRgCING IN BRACED WALL ERNES 5. ELEMENT IN THE M CL AR S.RESTER THAN S-0" S. WHEN PANEL BOX S INSTALLED IN l]ifT. ELECTRICAL IS SINGLE FAMILY OWNER DCCLPIED f71JE1.LING LNNT75 PRE 57ATRWJAYS,CLOSETS,UTILITY RAFTS,13RTH5, FOR CPVC PIPE URF FEES.SEE A;iTCN 2 DWELLING L;NIT ICXF7IPT FROM 7L£FOE.I,OWL1,CODE f.:QLIRENSENTS KITCHENS.GARAGES,CARPDRiS. CEFI6VT EACH FLOOR LEVEL.ALL SMOKE ALARMS SMALL BE SPACED GREATER THAN ZS FEET APART SF•R.1_SE THE 4WHL REQUIRE R STEEL Cf1UMN OR FOUNDATION CONAEL7IOHP'BETWEEN MOCI3E5 SHALL BE MAC IJ R3� FUSTIMN By THE BUILDER. .8-REQUIRED HEATING 7 T DDMP RSTM F 493 SHALL 6E APPLIED LISTED AND INSTALLED IN ACCORDANCE T(ILET FACILITIES ROT ATED ED WITH ANY FLOOR FUANL THEY HRY E TD FiLL.!DINT SiRFFE S.THE JOINT SPILL BE MADE PROVISIONS O THE k?R72��i2HE LENGTH REQUIRED SY 7ASLE R6MIL I MULTIPLIED PIDL LT'IJ,'P EACH ETO L!THE FLL7i0R7Ipty .IR•IC7ION BOXES IN THE ATTIC CAY1T7 NEAR TIME ROTATED 5L1"ANiIHEI REVF�-D pj AYI DIRECTION, WHILE THE LD N REED 7- 72 BY T APPROPRIATE ADJLS'TMENT FACTOR FROM DIAL FLOOR PLANS PROVIDED FOR PERMIT SETS ACCESS PANEL OR IN THE BASEMENT.MRNLFRCTLPt,ER _ R°•ABZ- .SliRL1 FACILITIES509, IN PART OR IN THEIR CEMENT IS WET, S AN ACCORD WITH SEE ELECTRICAL H'IELQ HOPE=2 TABLE RSO21I.iL EXTERIOR BRACED WALL LINES SHALL SELL SHOW LOCATION OF EXTRA SUPPORTS. SHFYL SUPPLY JI-S;C7[CN HDX PJJD WIRE - D(EHMPTTON5 SHALL BE 5118� TO APPROVAL By ENTIRETY.APPLICABLE RSTM Q 2846 RR fL57N F 491 SEE SELTIDN P29O4.912 Lk.CAR66Si MDNDXIIDe DETELTO25 SHALL SE PROVIDED A1.Q HRVE R SZMI WEKF PCR B ACED W L THE END Cf• STRUCTURAL SYSTEM DRAWINGS SHALL SE fDt(ISB FOR PVC PIPE RNO FITTINGS,A FRI•LER THgi INSTALLED A' (i SHIP LOOSE APPLIRJCES PhD OR EQUIPMENT STALL S WHEN pAOp-'ETV(FS IaTT LOCATED 0.V 04 O1REC7LT THE FI1T7'1%ZFTY HAVING CTICN. FORM f2Cm ON AUL FLOP PLAN WRf�YHIUGS. � COMPLIES WITH ASTH F(�S!{ttl BE REPLIED DETECTORS �WITH 5r7-TRO.1 R313.4. T B�WALL LDZ SF£RW210]L BE INSTALLED PER Plc PROIXICT Hft-I,Fp,CNR&ES WHEN PA TO AN 15 NOT L WELT-OF BUILDING,DIR A ifi F-F RESIST SHALL T FORCES P IFIED E 14.FORH PLASTIC SF l)5`'"O,SHALL BE IN coMPLI.FICE TO ALL PVC SOLVENT CcSS'SD,IDBE ED �-L I--LISTED mo LABELED Fi5 6. EXTERIOR WPL TYPE OF LL9TRL.C710:'ZS B7 77fE 8L(RODU OR RETAIL CUSTOMER SERVICE[IS[OaUEC7p;C MEANS SHALL 6E INS7ALL.EO PIT OF P.ESiSTIIJG OPINES'FORCES SPECIFIED IS.WITH SECTION R3L4 SOLVENT CElMflYT FOR PVC PPE COMPLYING fSPL'UTHIG IJITFi UL ZP3+. MINIMUM LENGTH OF BRAD PANEL METHOD � 7. �'ERAI-S SHALL 8E 5{E'PLIEp Flhm INSTALLED BY T R RVICE D ACCESSIBLE MEANS S EITHER INST,I OF OTRUSSN THE o WALL CONNECTION. FOR 77H£ROOF M THUS NOTE R ITS H D FOR FUTURE MSc. RSTM D 2554 SHALL BE APPLIED To ALL WITH 15.ENCLOSED INCANDESCENT CEILIIS LIGHTS IJ R CLOSET REQUIRED 8Y TABLE R502AOS. BUILDER BEFORE UNIT 15 HRSITRBLE. THE BUILDING OR INSIDE NEAREST 7}E POINT OF CONNECTORS TO WALL CONBECTIDN. ]5 BfISEMENrS WITH HABITABLE SPACE PRO EVERY S)RFA M SEE SECTION P2904313 .lDDlT SMALL HAVE 12•MINIMUM HORrMNTrL CLEARANCE FROM BEE P.BOZM3 R D R80210.4, HiTN'SlRAILS SHALL 13E FIELD INSTALLED CDNNEC7LR3 SHALL BE INSTALLED IN RCCCP,G`XCE SLEEPING ROOM SHPIL HAVE A7 LEAST ONE OPERABLE FOR LR�S LINKED POLYE7HYLEFE fPLXI PSPE ANC) COUD FLUORESCENT MBUSTIBLE MRTERIF'L SURFACE MOUNTED 7. INIERIDR WALL TYP£OF BRRCE 15 METHDj TF�EE B- THE BUTLQER SMALL f3E RESPONS15LE FOR COMPLYING THE ANTE OF THE SEnVI�CDNDUCTQ S ON SETE UY WITH THE HWN..FfHCTI•Lc-ER•S SPASIFICRTTONS. E'MERGEN(:Y FSCF PE NHD REl.LE OPENING WITH R SILL FITTINGS,JOINTS BETWEEN TUBING OR FITLCS CE7I_II•F; Oi RECESSED ENCLOSED TNCRNpESC�J•1T '�S OiATERiFf_APPLIED TO 80TH FRCE51 WITH-SECTION rb70,RPPLI[y.SLE TO BAbFJHFNTS' SERVICE DISCfXSECTRNY't1EA1.1S SHRIU- __ SEE SECTIONS 8F121D.5 FL'N®R8021LL FHEZGIHT NOT MORE THAN 4+INCHES fHOOVE THE 5riRLL COMPLY WITH SECTIONS P29043T4_I FJ•D 1..[ CLEARANCE R A CL.ChE---T SMALL HRTVE 6'MINIMUM MIJIMLOH LENGTH OF BRACED PANEL 13 48'. REDUI22NG ElMFRGENCY RhD SCITc OPENINGS. INSTALLED D 7N BRT};ROOMS. NOT EE FLOOR.A HMI•IIHMLIR SET'CLEAR OPENING AREA O P29Q43L+2 BEE SECTION P296k,814. CMS CI A' IY.OM COMBUSTIBLE MRTERIM- SEE KWZ103 AND RSC21G.4. 3 FOL7IDA ILUN PLANS RR FDR DIMENSIONAL qNp HEiHIOO 7liE A1Tt10R1TY HAVING JURISDICTION SHALL D�ERMINE 5.7 SQUARE FEET,A MINIMUM NET CLM,OPEHNIIKG 7• HOP.FZONIAL DARN LLI-S 2 I/2"OR LESS SHALL I& SSA 4 WRY SWITCHES SHRLL BE SO WIRED 71'RT 6' ADHESIVE ATTscKm?JT OF MJRLI_SFE12 OF CENTER G(f:OFR S.Q PORT ONLY.f�Al-['RRWINGS THE DISTANCE INSIDE THE BSDICTIOO THE SERVICE OPENIT OF Z4 OF 20 AND A 1•Q,NTIHUH NET CLEAR SLOPE A MINIMUML.MAI OF L4'PER FOOT. RING IS DO•E ONLY IN THE l.pd;RDUyHUFD NOT BE Pc'72NffTTFD IN SODS C OR D!SEE 9502fAtn FCR SITE WORK RECUIRED IN COWECTICN WITH EI•EFiRDIST CONDUCTORS SHALL BE I M HE R DPE]ING WIDTH OF 20 ACHES. HORTZONTATL TRATy L1NE5 TO S'S ALL SLLt� DISCONNECT SLQTU:HE6 OR CIRCUIT BREAKERS SHRLL NOT g' &BA�WALL LINES SHALL BE FASTENED To BY A P.E. �P.R BASED ON �T SFLALL BE DOVE 70 THE AN MAIN DUCTORS\E HALL MEANS, TO�0. REDUIP.ED WINDOW WELLS SNFLL COMPLY WITH R MINIMUM O'I/8-PER FOOT GR�CCN4CTLXR OF A CIRCUIT. FRAMING IN ACVILE SHALL BE 1,7RO1piDEp W, SITE BY SECTIONS R31112 FIND R31Il2L 8 FrTTIJGS FOR CL-RJGE IN DIRECTION OF SASE 17.OUi'FT BOXES IN FIRE RATED ASSEMBLIES SMELL BE Rom- W�TABLE 10.gl W0.2K ODNE ON SITE SFiRLL BE RyFQpVFD 61 THE 7.ELECTRIC QAILEfR 17.EAgH f7WELi1)JG UNIT SMALL fYiNfTRIH AT LEAST @7E PIPINGSHALL COMPLY WITH TABLE 300si. PASS 6 SEYMOUR TYPE P118RN OR A LISTED JOISTS Pf�C LEL TO THE 70P PLATE Sk33J_B'E 'D''�TY HRVZNa-1U1RISptGTTON. IN ACCORDANCE WITH GOYEP.N(NG CODES. tiA9iTRBHE SPfti15 WITH 120 SD FT.NMLIMIJft GRO55 2- MAXIMUM LFN CH FROM WASTE CUTLETS TO TR(Y EST • TOE-hA1LED 70 THE TOP PLATE WI'f}{M1NL 8d NAILS a AFTER THE HOME IS SET ON THE FOLMATIDN AND T OIAtZ BOXES O1 OP,POSIE SIDES OF FIRE RATED `SPACED A MRXBIUM OF S'D.C. ELECTRICAL SYSTEM IS COMPLETED BY OTHERS IN _ - DTR HABITABLE ROOMS EXCEPT I�TOPE NS SMALL 10-AS E+RJ ALTERNATIVE TO SECTS THROUGH T ROOF, �LL�`�'I��•LL COPL7 WITH R3173, OP PLATE L°PS`S-FLL BE FACE MAILED will MIR Nr-'WrN THE GMIERNBNG CODES,A COMPLETE t PAVE R FLOG?AREA OF NOT LF55 THi3N 70 SD FT. AIR ROMITTRNCE VALVES COHfPLY1tG WI'fiH ASSE 11151 EXCEPIMV Z E]L7HT Ut31 35d NAILS ERGS SIDE O THE SPLICE CPFi3TTIONRI.CHECK SFHFB.L BE PS7�'fYRMf11 THIS CHECK r HRIB1TFiBEE ROOMS EXCEPT K27CFHETI5 STALL NOT HE SHALL SE PERMITTED FOR R SINGAZ FIXTURE OR FOR WHEN CIRCUITS WILL NOT FIT IN A SINGLE PANEL 80X, SEE RsaRil2' SHRILL BE THE RESPONSIBILITY OF THE BUILDER. LE55 THAN 7 FEET 3N ANY H67Ri1pNTFIL DIRE Ott HORIZOMLLTIPLE FIX7IIYE TRAPS.SEE SECTION P31I4, A SL.�F®5F'AI1 BE INSTALLED.FM gg�pL,)IN,6a NU' OPENINGS IN THE FLOOR OR ROOF/CEILING SMALL a COMPLETED ELECTRICAL SYSTEMS SHALL BE INSPECTED SHE.SECT.R304.4 FOR FRIGHT EFFECT ON POOH ARIA 1 HORIZtpJTAH VENT PIPES SHALL BE LOCATED A 2Q�DRAW=SS FOR�i EI FfTRILTTL NOTES. HOT EXCEED TWELVE 112I FEET OR ED%OF THE RND TESTED IN CON'FCRMANGE WIN hFPR-70. SR THE('RFAlFST RLSc�.FiEZGHIT Ca,TREAD OF3SO WAREA. MIIMt1M III S f?BOYc 7L-.r-�FLOOD LEVEL RIM OF TESTING Fia INSPECTION SHRL BE PERFORMED BY AN _HIGHEST 20 BZRNUT OUTLETS ZITS THAT in DWELLING LIN KOHL IS 6 LSEE EAST FLOOR OR ROCF/CE7IING DIMF]•CIDN. Af'PRQYID ELECTRICAL LPi7ERWRTIFR'3 f,•GENCY. RMT FLIGHT OF STILTS STALL t•)7T EXCEED THE p-SHOWERZ FLYTOMP Y WITH. ZO AMP QUIETS INSTRIED iJ.i i !L LI S<JC DL WgTS.R IiEP,7S�5 30.WHEN APPROVED E ECT PROVIDED IN TIE'S SGE:NYr TREAD DE BY MORE THAN 9!8". SS 513 COMPLY WITH SECTION P270$ FE�FSS SHRILL 8E PROTECTED BY AN F7ZCU AULT IN SOOED-STRAPPING SHILL BE R`JC]�RED p2 WHEN S ARE,PROVIDED it<g7E2S FACTORY 8E TREAD DEPTH R WATERS SHALL COMPLY W/LTTi LAVATORIES Sr F`il1 COMPLY WITH SECTION P271L CUE��T�)-MM AID 20DS NED STRAPPED-THE(PEER STRAPPING L ALL BE AT POINTS WITHIN W6TPoR WASHERS, BY THE WATER MYE4. MArR321S,3.Z - WATER CLOSETS SHALL COMPLY WITH SSECTIDN P2712 LOWER Ira OF THE APPLIANCE'S D67 ARFA^i 04 APPLIANCES ARE NOT PROSROED, A FLIGHT OF STAIRS SMALL NOT HAVE A VERRC7-1 BATS Ste-DULY MTM SECTION ZJL3 VERTICAL DIMENSIONS. WHEN RE S R ARE 8Y THE tI.B M, RISE GREATER THAN 32 FEET BETWEEN FLOOR LEVELS �-MTBATHTLe ITU5 RJD SHOWER FLOCKS AND WfLLS ABOVE AT T LOWER NOWT,THE ST{2FL PING SKCH MAINTAIN HRHILFRC C-SHALL RETAIL CIDER Y HE OR LANDINGS. BATHTL95 WITH INSTALLED ETl SHOWNrER lr1llS AND W A MW DISTANCE O 4"ABOVE TIE'CONTROLS. THE WIDISH OF EACH WRT OR SHALL DDT BE LESS 5N0WEX COMPARTMENTS SKM-L BE FINISH-SD WITH A SEE MI3072 INSTRLLf3]ON SEE AND THAN Lit ST'R>p IW OR DTH SFRY-O 36j :j:B NG NONAB°-QRBENT SURFACE.SUCH WALL SURFACES SHfiL PLUMBING FIELD NOTES IL ALL WORT,DONE ON SITE SKILL BE APPROVED BY S-IRLL HAVE R MTNGNIUM DIP EXTEND TO R HEIGHT O NOT LESS TFT N E-I'ABOVE THE AUTHORITY HRVINCG JL'RISDICTITN. •E'OF T O 36 BtCEESTHE L BURI_Gc?.4E3T'ONSIBLE FOR SUPPLYING FIND MEILAJRID IN 'CIE DIRECTION OF TRAVEL. I4.SHOWERS TUB/5MWER CO IJSTALL�OTSHTIAS{-R 6 ILE-MAKFR-BCX HAMMER 14 CLEAR WIDTH SHALL ALL POINTS LESS TVE 36 LLLHES IN COMBINATIONS OF TN'S SEs HE R�-TDR COMPLYING WITH RSSE 1010 HANDRAIL WIDTH RS ALL POINTS ABOVE TIE PERMITTED EDU>PPED WITH OSTA CONTROL MOOING OF 7FtE PRtt' R� 2.EUTLDFR RESPONSIBLE FOR SUPPLYING rM ' HZEGHT.FL HEGFI NNE)J-L NO THE r>FCrt MORE HEADROOM BRL.AN(T,TH rPJU(SiRTfC MIXING OR GTMBINFTTION INSTALLINY;BATH FIXTURE FIRE BLCaQNV_ 4-3 I C F.NL�4AIL5 SHALL NOT P HE STAIRWAY MORE THAN PREP'E SE�=J77ERMOSTRTIC MIXING VALVE HEAT NOTES 3.FIELD A•STALEB PIPING BETWEQt SECOND 4 FIRST THE 7NINIM ON EITHER SIRE f'F THE STAIRWURY AND TYPES WITH HIGH LIMIT STOPS COMPLYING WITH SEISMIC DESIGN FIELD NOTES FLOORS,BATHROOM TILE d FREEZE PROTECTION ON THE MINIMUM CLEAR WIDTH OF TFZ STAIRWAY AT AM RSSEIP.NS7 SOTS_THE HIGH LIMIT STOPS SrFJL BE SET L SEE DRRWA'G 3¢FOR ENERGY SUMMARY l-PJiie_SERGE PIPING PLL)S ALL LJORIX O01•E ON SITE HEAT FIELD NOTES BELOW THE Hl:a > HEIGHT 5HRLL NOT BE LESS TO LIMIT WATER TE?�WF'II3iTUR£TO R MAXIMUM 120'F, U VALUES OF MMR4'(AND NOTES AHIO L MF60FIRY f-0STR'JC7ICN IN SDC 01 SFIRLL COMr'LY 'ALL SE APPROVED 87 Tt-E FLUi}HORII'Y HAY_ON THRINI 3L5 INCISES WHEiNE A Ff>NSIRfiR IS INSTALLED ON TlJfLS SH4ZL F4ryE fAfT1EHg p OL RNCI F103 2 fLL 4lIFCOWNH WINDOWS AV OWT;S. WITH SECTICN R806.IL3 JLftISOICTIQ`L PIPING S'%Y-L BE FIELD AFRFi4..E ROOMS Rr�'TO BE:INSTILLED DY 5 ONE SIZE AND Z7 I CI-ES WHERE HANDRAILS ARE OVERFLOWS AT AND ODORS SHP L BE TESTED L L6 INCHES IN D OUTLET T 3 CONNECTED T'PP'D. BUa-DINCS' WISH ABOVE GRADE CONCRETE WALLS SHRILL L�e�CD LMEWr. IN EMETIT By BUILDER R LT1'3B'JSTT6LE FUEL PROVIDED ON BOTH VIDESIDES. 1R}IETEp Rho]THE WFU'T£ �EXc®BOX EDT�BRSEBOI',D HEAT LOAD SHAt1 SNOT COMPLY WITH SECTION Rb7l,Rfil?,OR DESiG)NEO IN +.R(k•t1-I AND FINISHED pWV SYSTFIMS 51-HALL BE TESTED FURNACE IN SME E SPECIFIED,D,R FLyD A C ROOM S'F L BE 2f1 FACTORY SELL PROVIDE OPENING TH ROUOTi FLOC SMALL SE EOITFPID WITH RY RPPr OYED STOPF�R CA?RC1TY.1'-0"OF f3ASEBDRTID RCCDRORNCE WITH ACCEPTED ENGTNEERIUG FRRCTIlt IN ACCORDANCE kLiH{SECTIONS P2i0351 AND CONSTRUCTED AND A VENT TO EXTERIOR PRDYIIJED. LARGE 3115E A TD ALLOW STAIRS TO core 1S.JOINTS AROUND PLUMBING FIXTURES 5•`IMT..L.BE NLAOE IS CT(ED AT 2<O WATTS.24IN. SFF R�t�^4- LG25ACC2 (A CE WITH SECTION CODE OF NYS. BORDER SHALL.COMPLY VE WITH APPLICABLE CODES FOR WITH R311..S.L LJRTI72PRQOF AT HZOORB.WALLS RJO COUNTERTOPS. 4.ELECTRIC BR5:8CfRp UNITS SHRILL BE INSTALLED Fri 70 Z CONCRETE FOOTINGS IN SOC OL SHALL i{gyE MItJ. S.ROU1GFf AND FINI9CD.WATER SUPPLY SYSTEMS SHALL ANY PDD R- `R 11RF7ME)JTS LT.COINER PhD THAPLAN 1 1 PIPE SHALL HE PROTECTED Nt ALL CTl1RET.INSTRUL11UM3,LABRINLG OF LT•ITS REEFOUNFORCE7METIT p5 REQURED IN SECTION R403.13 BE TESTED IN ACCORCRICE WITH SECTION P2ASl 2 ALL WORK DONE ON SITE SHALL BE FPPROVFD BY THE WIFfE:J LESS THFIN 1 1/2"FROM NEAREST EDGE OF WOOD fir' HYDRO LOCH MtBOARD 3 FOUNDATION WALLS IN SOC Qi WITH A MfiX WALL CF THE RESIDF?{TtFC CODE OF HMS.INSPECTION AUTHORITY HIKING JLR2ISOICTION- MEMBER.PROTECTIVE SHM-D PLATES SHALL BE A MIN. S IW' A HI GALLON BASEBOARD MINU _AT=550 HTUHH AT HEIGHT 07 8 FEET AND MAX W9J3 OF HE5RESI OF PACKFLOW P B IT IS NECESSARY KF VIN 7O INSU CTT THE t3A5FJMENT WALLS OF ODST TTHICK STEEL AM SHRLL COVER THE A80f AT I GF-iLOt•H PER MIINEITE HEIGHT OF 4 Y WITFD BIICKFILL P,EVFNTION DEVICES IT E�NLNEE SAR RP.FA fi FOR HYDRONIC AC7l1�R FEET SiFlL1_COMPLY WdI7t1 7t£ 91AL COMPLY WITH SECTIONS P2503.71 AVD COMPLIANCE WITH THE FORCED AIR DUCT OF BORED PIPE WHERE E TEE A IS NOTCHED Z' CP. SUPPLIES HEAT LwrlS UIl ��TEH,MANUF REQUIREMENTS OF TABLE R40411W PND SHALL HAVE P2503.72 OF THE RESIDfNTIFL CODE CF NHS. R-VALUE REIXBREMENTS.IN UNCONOTTIDNED 5PRCE5 BORED -9T SMALL AND EXTEND R 1M7HIHUH OFT NSISTTING(III ONE ND 4 HCRIZCN7RT BAR LOCATED IN THE UPPER G ALL WCe?K DONE ON 517E SHILL BE APPROVED HY THAT ARE:140T INSULATED,THE FORCED AIR DUCT SOLE STATES F.Np 6ELLW TDP PLATES.SEE M03ZL COVER,ELEMENTS.CAPS•3/4"TYPE M COPPER STIScED - 12 INCHES OF THE WI THE AIITHHORITT HAVING JU•nISDICTIITN. MUSE 8E COVERED Wlllii SUFFICIENT INSULATION TO l8.CONCEALED PIPING IN LXN IMTED RREA6 MUDENC THROUf,TH THE FLOOR BUILDER TS R£SPDNSI5LE FOR THE A MIN.THICKNESS OF 75 Za-F IS P.EOl1iRm FOR ATTAIN R FORCED WITH DUCT INSULATION I VALUE AS OUTSIDE WALLS SAT 8E PROTECTED AGAINST BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM PLAIN CONCRETE FOUt1CRTI0N WALLS E:sFT THAT R REWIRED 13Y 7}£APPLICABLE ENERGY COOS FREEZING.PIPING SPAJ-N TR!g LOCATED W 2 COPPER WATER PIPE.TYPES K RNID M 91RLL COMPLY MIN.THICKNESS OF S ACHES SHRU1.E EXCEPT TTTED i.MiEATEO SPACES MJHE7.1 ALL BE & WITH f�7M B 88 01ECr5IICI;SYSTEMS UNLY1 FOR PLAIN CONCRETE FOUNDATION WALLS KIT}{R MAX L[L4a'�ci FTi PLLItMB]Nf.,SHALL BE TESTED ITN PLANT- INDICATES PLPIJG BEDW FLWR B'f THE DF 4 FEET,6 INd'hES. SPACE RESERVED FOR No PLUMBING S4ILL BE lIDhYfRLEp BEFORE TEST?M,. BLAAL-OR ARROW Itd1I'CATES DIRECTION OF FLOW PLAIN MASONRY FCL1OATICN L1f_LS SMALL THE NEW 7pS'K STAMP OF APPROVAL TEST GAUGES SMALL COMPLY WITH SECTION P2".D17. FOR HYDRONIC BASEBOARD WAY LAYOUT. Or B INCHES Thin SEE R404L4. BE R MAi 21 7N�PLA'NT PLUMBING SHALL BE LR5ETED AND =MRN-1FACTUR R 3-FLU PROVIDE A FRAMED CHASE L1POY 4. FOUNDATION WALLS AI W,DI* WITH R W.LL HHEGHT PROTECTED DURING TRRN5 CRTAP.GL REST TD ALLOW FOR FLUES,OR DUCTS TO BE IXCEEDRIG 8 FEEY Ro UN-R_R HCED PLIUGGED,CAMPED.ETC. 1NST OLEO DN SITE BY T}1E EXIDIS;+FEET SHALL CDHPl7 BKFILL HEIC{U I�'0�4=tLFT9�`L sSoA,9$WZj$f,� ZL S�ORA'WBIG F.FOR ROTITTff WL LETTFLLEQD HY BUILDa SIZE TO BE OFPARTMENTOFSTA)E C[3iE5S T,IC� PLDR18WG NY3TcS. TIE&ILOM REQUIREMENTS OF TRSLE R4G411Q),R4D411M maGx YIZLit- 1QFlET IN DUCT CONNECTORS SMALL 8E LIMITED TO 14 R4041)f41 AND SMALL HAVE TWO NX 4 HHORIZO, YN cool YfAL st_vl efyymeltrasptoJN:�a onm IN L.F7NGIH S OFTILE OF D LENGTH IS UM_RTD,;G BPR.S LOCATED W 7'hc UPPER>Z 17•CI-F_5 OF THE WALL IL MANdI'pCFOR£O F(A5 DP7IISN OF OMLT7IVG THE UnJ)E)HJG �FOUNDATION AND Sf51'�NM FOR ON SITE INSTPLlATIl1N BY THE BLUI.LE-R S FOUNDATION S3J0 WAIL ANCHORAGE W Six DL W e °NPR" ¢m•>-ate ADDLIION To THE REflLIIREHENTS OF R40315, ANCHOR BOLTS SPACED NOT MCRE THAN 6 FEET or SMALL BE LOCATED WITHIN 12 INCHES FROM TTt R•05 OF FROM PLATE SECTION RT INTERIOR SE:pdNYG WALLS, ELECTRICAL SYMBOLS INTERIOR BARGED WALL LINES AND AT ALL EXTERIOR WELLS. PLATE WAShl_lz&.A MIR OF V4'¢3k3'SHALL BE USED ON EACH DUPLEX RECFPT 5 PLATE AND THE BHUY OLT BETWEEN T FOUNDATION SILL c�T THREE E SWITCN THE MAXIMUM R`dk BOLT SPACING SMRL1 BE N'1 p i7 GFI RECUT TNREE WRY SWITCH 4 FEET or-FOR 2 STORY BUfL.O(NGS. MASTER STIES WATERPROOF RECFPT CD THERMOSTAT SEE WORK DO AND SITE 1. . NI ALL WORK DONE ON SITE SHALL SE APPROVED BY THE . 220 RECFPT AUTHORITY HAYING JLRISOICTION. FILL MODELS I- PANEL Box LIGHT Z' 6�G9 SCHEDULES & NOTES oNud RANGE HOW VENTED 70 EXT- y' �� MUNCY HOMES, INC- ' ® FAN LIGHT VENTED TO EXT. 1567 PR ROUTE 442 A91 SMOKE DETECCTCp O JLL�TION BOX - MUNCY, PR 17756 ELECTB anBO o HTCIRONIC BASET9 -c76YaU +vY s'rRrP Qur�Ts Dui HT DRN BY DR T E SCRLE REV. 'SHT. NO. OATrc.jSE NFJME MJL 3-22-91 NONE 7' 03\36_t:v03 .10-31-_008 3b ---'- ----• --- - „� �. _ -hLL_ Jt7ViI1 iM4 SUHEDLILE: FLOOR SFiFATHING SCHEDULE: ROOF FwuEL SPAN D/c =_PACI�c Rnfl nRxln n IDT JOIST SIZE.SPECIES AhD GRADE OF FLOOR JOIST UNIT JOIST 3/8'PLYWOOD SHEATHING7/19' .. RATING REQUIRED A16WF43F LIVE LORD NQTFS ` WIDTH SPACING WIDTH SFACSNG SIZE-SPECIES R•OD CRFgE OF FLOOR JOIST-SEE NOTE =1 IS/32' 3/s PLYWCOD SHEATHING - EOU,2 OR BETTFIZ 11RTERIAL MAT BE Slg-717UTED. 75/3 S 8r 7dC PLYt10.STUROo-I-FLOOR OR EQUAL S1- gTHING '0 i'SF"L1VE�LOR] LZ' - 15l32- _ _ F;,QIXhc55 24" Ig2- 16.. 2 ""NU'ACWRER HAS OPTION OF DECRERSING THE 1�. 23/32' ELEMENT-OL SPACING, 24' 7S Ire SPF[SOUTH)=I OR ECJRL "'{' 12' 2x8 SPF •Z/•1 OR eG^,L ��O9.bF�.�iTHOJG 3/S OD-St-,��pTH[NG_' 3/4"24' IS 2xI SPF.=2/rl OR EOLIRL 24' lti 2x8 SYP al OR EDLgtL 7/15' 19/32-T6G OB.S7(1P.D-L-F'LOC1:OR EQUAL' 7/1S 24/16 40 PSF PSF tW PSF 3 W�H SOLID SLUMU�'�NL9Y BE USED INTERg1AMIGEp5LY 24' '24' 2xL0 SPF(SOUTH)(7R EOUFL_ 2?' I6" 2A.0 5('F 6OUTH1 a2 OR EOLFL 1/2" - 15/32' - - _� ]9/3Z' 40/20 130 PSF i�PSF 180 PSF PND NEP- �OF TIME SAME SPECIES 24' i6- Zx12 SPF(SOU-M a2 OR EQU.'7_ L/2" _ .DS PSF 3O5 GRACE IN WALL CONSTRUCTION_ 26' 12" 2.5 SPF =2/= 26 12' _ 4- FI,L SUMMARY iP.rILES - ra5. 1S/32'COMBSNRTION 3/4' ' REFLECT THE 2OD1 2x8 SYP s1 OR EO(,S`L SIfEATNG/SMIDL.G 5. WHEN ATTIC FLOOR IS DESIGNED FOR STURA�_,� �- 26' Is' 2x8 SYP =2 OR ECQJ2L AL 26 1S 2xIO 5PF•2/•i 0.R EOLGL 1/2• ' MH "SINATI SI SHER HING/5101 SEE 6EI='72Fy,i.�JTE -5 THE ROOF SHEATHING Sal,DLE C3/8-NOT FL pLSCABLa ( ?E la - Zx1D SPF(SOUTF9 =2 OR EQUAL 2S t6' 2ct2 SPF(SOUTH[ a2 OR EO[�L 19/^2- CO,•1BINATIOtJ 51{ERTFQNG/SIDING' - 26 24' 2.12 SPF=2/4 OR OR 2B 15 10 �SOIlfT9 •2 OR EOURL S/8^Co'l-IRTION SHEATHING/SIOLNG 5_ INTERIOR t.1TNiOAOEiAR[NG WALLS MAY BE 26 2r Zx12 SPF[SOUT10 =2 OR EOUe"L 2 OR EC11FL ITERICONSTRUCTEDNOOF WOOD ING W. 26' F9T a=-�.,a 3/8-TRUSS JOIST OR EQUAL 2W Iw Zxl2 5,:(SOU I-D 2 OR EQUAL SEE GENERAL NOTE-7 WOOD STUDS 3 F W BE A UDS67L Q 2x3 SPF STUD DRt# iz, 31' 12' 2x12 SYP 2 OR EQUAL SPACED NO MORE THAN 24'Or-WITH A MRXI U1H 26 is, 2x8 SPF tS OR EGO( 2x12 SYP =2 OR ECURL G-�LiNG Fr3(lTT Or I(mr. 28' 16' 2x111 SPF.1 OR D=2 OR EO(A',ti - AS RN OPTION,PRE-EN(7NEI_REO WOWS STUDS MAT 2S 24' 2x1O SYP(S OR E-2 O RL50 BE U T TJFD THESE PRE Yt,,U ACTURED IN 2s 12 Zx12 SPF(SOITTIU>2 OR EQUAL ' ALL SHEATHING IS AGENCY RRTED EI•Il-fcR 2c4 OR 2x5 NOMINAL DIFtEN5Ii1N5. 28' 192" 3a2 9 3/8-TRUSS-;OIST OR F-pURL FLOOR JDEST SUHMARY'NOTES: 7- EITHER SF',ER OR 2 Pp�S WITH ROOF 9'Fl.N RRTLI4G L JOISTS LU IN AN EXTERIOR APPLICATION TO 8E PRESSURE OF 24'OR GREATER R.'S-TPLLED WITH LONG DU1EN$ION 317 I6' 2x10 SPP-2/=1 E EQUAL TREATED LUnBER BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING EITHER PAS!,FZ OR PERPENDIQARR TO STUDS 31' 24- 2x3l c2 =2 DR EOLEA. IS OR 24.O.0'EXCEPT}PLY PLYWOOD PPI'FI.S MUST 3I• 19.2' 3x2x9 3/B' 7R11S5 JOIST OR EQUAL UNIT NUMBER Uc TYPE OF LWIT t-Z R°HSFID WITH CEPT DIMLN53Uy OO D'.P EI-S WIDTH STORIES ROOF PITCH GROU150 WHEN STUDS ARE SPACED 2+"OLlSTUDS +� 5l-c DETAIL=5 OF SHT ea X/L SNOW LG'1-D WFf L_L GOT GIRDER CENTER GIRDER RATED%-ERTHT PR,NELS WITH ROOF.SPAN RATING L91 P5r SEE hDTES SUPPORT LORDS SUPPORT S.PRCD• G LESS THIN 2�INSTR-LED i♦Iff{LONG DIHETISION al, Lag SFE NOTES SEE NOTES EITHER PRRRJ-EL CIR PERPENDICU_AR TO STUDS 0 PSF LIVE LQf� 2t, =1 RND=2 :1 AND=3 IS-O.G(EXCEPT PLYWOOD PANELS 5/r TI-E�IX CR 24' IS ZxB S�(50JTED=2 OR EOLIFL 1 RPNCH,ELL,SPLIT, TEE fE55 TTPPN 9 35-50 LESS MUST BE AFPLSED WITH LONG DIMENSION 24, 24' Zx8 SPF 2/=1 OR EQUAL 26 1 RANCH.ELL-.SPLIT:TEE 79S-9m 1484- L724 7-6'-T-O' ACROSS STUDSL 21f LF35 THAW 9 3S-SD E558-IDOB 1601-IBM 1O-O' 4' 2+' 2r;0 SPF [SOt1I7-8 =2 OR EWRL 31 i RANCH, ELL SPLIT, TEE LE55 THAN 9 35-50 RIB-Has RANCH,ELL SPLIT,TEE tE55 THAN 9 55_cep 1035-1213 171H - L998 9'-i;-9•-0' 26 SS 2x8 SPF -1 O E EIXJFL 24 L RAISED RRN(J-I L62-2?•/2 4-O'-s-tT 26 24' 2x8 57P =1 OR EO-2 29 1 LE$5 THAN 9 35-50 887-]ffa_9 l484-1724 T-6•-T-0- 26 24' 2x10 SPF[SOUTH[�2 OR EOURL RA7-'�RAT LADS TFIAN 9 35- 945-lltl'7 2s LS 2.8 SPF =(5OU OR 2 OR We 1 RAISED RA�i LLEESSSTHAN a 35S THAN 9 _s- 11XJ2-1374 1718-1998. 9--6'-S-0, 2s 2L• 2x10 SPF (SOLIT}0 2 OR _2272 24' 2 Z STOAT 37 -� 1177-1309 ti9R 2<ID SPF v21=1 OR EOLIPL 2 LE S 267 THAN 9 50 12IH- L:49 22g4 2 STORY LESS THRN-9 6-0- '3L' 12' 2x8 SYP =2 OR EQUAL 29 2 2 STORY ' ' 1298-14{8 2461-27Z3 8'-0"-T-S 3!' 1s' 2x1O SPF C50LTTF0-2 OR EQUAL �. LESS THRJ 9, 35-50 1386-1546 2638-Z7ZI 3' 2+' 2zi2 SPF=L�EOtYiL - 2 2 STORY LESS THAN 9 3S _Sp s-0'-T-6. L QR EQUP.L 24' 1 RANCH W/RTTIC STORAGE S-7 150- 1743 2292-B312 26 E RANCH.W/ATTIC 5TORRGE 5- 7 _ 73S-928 1246-1530 28 1 35-511 948-I234 1302-1288 RAI•S7-(WlAT7IC STORAGE 5-7 1D-fi- EXIII2IOR USING WR A STUD RIM.NO- -APPLICABLE TO 1 RANCH W/ATTIC STORAGE 7 -so 973 1259 USZ-ISM 11'-0' - UNITS 115IhG S AM 7/12 SPECIES, TRSb31=S MARRIAGE WALL 571IIO SUtMMRRY-APPLICABLE TO 24' 1 RR'W/RTTIC STD' 5-7- �l7WG 3.--1 SEE DWG 3c-I Sc'-E C.IG 3c1 SEE�,3c1 UNITS USTi•.;5 FNY3 7/IZ MONO-PITCH TRUSSES 2E 411RIl S-50J.LL7 1027 1246- 1530 WIND 1RIST NISHBER GROUP SIZE.SPECIES.GRACE STUD CE�fN6 NUMBER UNIT NUMBER GROUND SIZE.SPECIES,lA`,OE ATTIC STORAGE ZONE WIDTH OF SNOW SEE MOTES 7.8. 9 OC HEIGHT MARR. WIDTH OF STUD C17L-Il•� 28 S-7 '.S-SO - 1352 II2-L'88 MPH STORIES ORD L SPACING NOTE 6 WALLS SNOW SEE NOTES 7,9 OC HEIGHT ATTIC STORAGE5- 7 U'-S- Il7rolS °S STORIED OAO lP ATTIC STORI`[,',E7 -5 -2x6 SPF STIR] 1 24' -31' t SPACING NOTE 6 SEE OWG 3cGyy�� 1-2 50 Zx5 SPF STUD 50 2a3 5i F v�.l 2i' WIflTTtC STORAGE 5- 7NO'r E hUTE b 24' 9S 2 24'-31' 1-2 50 2x4 SPF STUD24- 35-50 -W/ATTIC STORAGE 5_7 W/RTTIC ST '- -ORli(,E 5 7 35-90 -I10 24'- 3Em 2S SPF STIR /q STORAGE 7 SEE DLIG 3cGt1E �4' - 3i 1 -2 5O 2x6 SPF STUD24' 9S MR2'�EWFt.1STLDSiMMPRY 1J(ITc I NOTE S - APPLICABLE TO SPILT$ PJ.F R Sl12ALE55 THAN 9 35-SO 7/12ROOF'TSW {y�qT}EATTIC 3 USEDFORH-SEE OTT:Ii'FiBLEt gY LESS TF8'eN 9 I.N1T5WITHR9/32OR 12/12 RGOF PITCH- f 9 3S- 1743 't -3312 Tv-'-T-V• NOTE 1 24 _ 1-Z Zxb�F STUD U7•QT SEE hDTE IQ w-F-W76 . IS 9S Zb' 2 ORpE -"-D 875-I]38 1JI1tRER GR0(p SIZE, �t`Tc-S,GRFOE 57111 28 9 ' too-1196 6'-0'-T-O' MAIM-, WIDTH OF SNOW CF3LING 1 CAPE SSO- L253 11'S-lO-S . WALLS STORIES O(Pg SFE MOTES 7.4 OC llT 24- 2 9 S -SQ 98S -1278 10M- 1248 SPACING NOTE 6 2 STORY CAPE 9 S_ 57 E7-fF-5/ SIRE Wi I H 3.7MMATZT-Ais USED TO t9•QTS WITr{R 2 24' -31' 1 SD 2x3 STF 2 2 STORY CAL E g MRS-Mi48 I744-1876 6'-6'-6-6- .b/12 ROOF PITCH ANO THE ATTIC IS USED FOR STORAGE 2 24'-31' 1- 2 SO Zx4 SPF STUD 24' 96- '-8' 2 2 STORY CR'E 3S- 1+00-11i93 lgpp_2055 I' WINlO 11FlCT NUMBER GROLTD b1iE.SPECIES,CRROE STUD CE11-OaG 96' 24� 1 CAPE 9 3i`-50 1455-1748 2OI0_ Zt86 s�- g'-0' PH WIDTH R SNOW SEE MOTES 7,8,9 OC 12 'S -- !; -12L5 T-w MPH STORIES LORD L HELCa✓iT MRRRIAY',E WF¢L STUD SIkVMAR7-PPPL.iCp.BEE TO � I FJ�E 12 45-65 1084- ��' P3'-T-0' 'SPRCO.G NOTE 6 CAPES WITH R Si`D I{Rf1ER-411/12 SIDE 28 1 CAPE l2 10m-1324. LUZ- ISM. U'-D'- IO-0' IC] 24'-28 1-2 50 2:6 SPF STIR 16' 96, NUMBER l.l(0-T bPEC1E5.GRADE 31' 1 CAPE 45-E5 lm3-L343 1162-I'.SZ lm 24'-28' I-2 SD 2xs SPF STLD � GROL� SEE DWG 3c1 NOTE 1 NOTE S 24 -°F' t.Mt1 S WIDTH STORMS OF SNO'WL SEE. NOTES 7,9 � �NG 2V 2 2 STORY CA3'E � �CWC 3--1 xt DWG a Stir Cam, SPPCItT, NOTE 6 2 2 --TORT CAPE 12 45-°" L33'/-i625 l884-2084 I10 2{'- 28' E-2 50 2-6 SPF SiIA 28 2 2 STORY CAPE 45 - 1448-1764 IS72-ZIS2 8-6'-8-0' 110 ZV- Z2' I-2 50 ZxS SPF 57L0 LS 9S 2 24'-31' 2 SO 2x3 SPF =2/=( 31' 12 45-m ISm-I6L4 NOTE 1 hDTE 5 24' 96' 24" 96- 2 Z STDR7('APE L 2082-Z272 24' 2 CAPE WITH SEE OWG 3c_L DWG 3c1 SEE DWG 3c-I S SHED DORMER i2- 411 SEE OWG 3c1 120 24'- 2tT 5a 7 b-STUD 2s 2 CAPE WITH SHED �-`� llt17-L430 14S- 1753 SPF•C`RESc'2i VEp FOR THE t�17 YORK STAMP OF, DORMER 12- 411 6-S -6-0' FIPPROVAL NOTE 1 1S' SS 28' 2 CAPE WITH sHO) - IZ7J4-L938 1612-1890 MARRT�WALL STUD D DOR,RY-PPPI2 SIDE E TO 3l• DORMER 12- +-il S-SO 1324- L586. =7- ISES 9-0' 8'-S CAPES WITH A SHED OORMfl2- I2fQ SIDE 2 CAPE WITH SPED[XM11E2 12- 411 Scc OWG 3c� SEE DWG 3c1 9-0'-8'-6' EXTERIOR SIDE WALL STIR SWiMAP.Y- Z6' 2 `-ALT-COX II_5 SEE OWG DWG 1 Fn FOR D_E TO UNITS WITH R t`R1MBE.F U`41T NUMBER GROUND SIZE, SPECIES,GRADE STUD � 2 SALTBOX SEE DWG 3c1 Sc'c DWG 3c1 �OWG 3c-1 SEE DWG 5c-1 7/32 ROOF PITCH FN[7 THE ATTIC 75 1ROOF FOR STORAGE;APPLIL'RSLz MARK- 12-5 SEE DWG 3c1 SEE C,G TO UNITS WITH A 9/12 OR 12/12 RODE PITCH-SEE MITE 12 WALLS WFOTH SlO'7 SEE NOTES 7,9 OC7q l 3F-! SEE OWG 3c1 SEE DWG 3c1 STORIES CAD(Pg SPACING NOTE 6 txaHm,Exrocsric*e 7N0 UNIT NUMBER (a'ROUIJJ SITE, NOTESE5,C•RROE ^�at-0oot ZONES WIDTH CF SN041 SEE NOTE6 7, 8. 9 STLQ) Ct�ING 2 24' -31' Mt9 SD ac-SPF STUD 16• $.. NOTES swap MAppa.Y hra3}.ym y�y w, MPH STORIES OPD (P i HEIGHT 2 24'-31' DNA SO 2x4 SPF STUD � 1. LEFT NUMBER IS FOR 35 OR 45 PSF GRO 1(10 24'- Sr 1-2 50 SPF STUD S'ACTNG NOTE 6 24' 96' P•IGHT N,1M,�cp, IS FOR 9p �2 85 PS-r �W Z L�'ion 2£- 3L• 1 -2 +I Zx5 SPF STUD SY 2 pLOADSl- ARE GIVEN,F GROUND SNOW ZONE LgI. LB/LLNEAL FWi- ^•e-.. .y�,�,•?�� NOTE 1 NOTE 5 24' SS EXTERIOR SIDE AND NUMBEY,'E 3S STIR NOTES: 3- CENTER GIRDER SUPPORT SPACING IS'BASED UPON THE INST y ^� L WINANDO ZONES MPH NUMBER I3 3 SECOND GUST- COLUMN WITH Fy 6 fCS7 AhR U�RA1�]IXLAA'1N Lam, RLLA71(S1 OF R 3"RISC STD.STEEL PIFE- L 110 24' 31' 2-2 SO SPF STUD �, 96., 2 LISTED TEE IDO MPH-35G WLS]ZON-r5 APPLIES ib A>LL AREr ECCEPT TAB LOAD=34_L9p LSS. R`k]R LT x 9'x LZ'STEF1 PLATE FAST�j,�TO TIC OWR&.E COt•CENTRIC 19D 24'-2ff E-2 _SPF STUD 24- sS LISTm II(NOTES td1MBERED 3 R,F3.4_ DESIGNT ALTE�SETHOOS OF SUPPORT MR7'Z BE USED PROVIDING THEY ARE II'4 GIRDERS. NOTE 5 /22 ROOF PITCH[7•e_Y 3 L17 MPH-?GG WpII7 ZT)sVE Ftl'PLIES TO 7i$FCLL,('WIIq,RRFAS FROM THE FLOOR GIRDERS TO THE FOUNDATION C OF TRANSFFRRD4G THE - ll0 24'-2s NOTE:5f -2' 35 SPF STUD 24' 96' �Dr'CLrr�CODE APPENDIX M.2004 F1'tE2]Df7E?Ag TO il$ 4. ACALTERNATE ME7TtO0S SFn-L BE RPPROVED BY THE I-Of1L BUILDR�4', OFFICIAL 9/12 FF I2/12 ROOF PITCH TURL FOUNDATION PLRJS FOR OU1FN$IpMBY THE LOCAL GIRDERS FFICIA SPACING RVA Lt0 --- -31' �25 Sa SPF a2/a1 24' 95' ODE7.AWARE-SUSSEX COUNTY. i FOR TYPICR-Fat M T&[)EYRIES,SEE fMpL AM G(57 4- aE-lP(Y4 REMFSSRCECUEST. NOTE?1= - RISETTS-WINO ZONE NUMBER 3. iL BASEMENT WFY.1 LDF+D"00 NOT REFLECT OPTIONS, StICO{R5 DECXS, ppRfj-7E5. NEW HFUtPSARRE-MDCR BULLETIN. 3 -F R' INC)S ES D FIm RAYMpNp. FOR UNITS WITH THESE OPTIONS,LCAOS PRE F;vFa ,E�UPON REQUEST. RAISED RCOF O'-IT NS_ETC- N NOTE 1 24'- 3P 1-2 SO 2.6 STUD f tW JERS- - SEE DCA BULLETIN 03-4 FOR WIKS SEED MqP. 1S 96' SEE DRRWl)G 7e_1,NOTE 4. RHOOE ISEFY•R-WILD ZONE NUMBER 2 EXTERIOR SIDE WALL STUD SUMMPLR f VIRGINIA-CITY OFVQMB41R BEACH,COUNTIES OF RCCOMRcr AND NOR71-STMF TON. APFtSCA2�E TD CAPES WITH A SHED DORMER 4. 120 MPH-35G WIND ZONE AF-RUES TO THE FOLLOWING AREAS CONWlia 37 IBUC�i.OTING C�APPENDIX M,2004 RMEI�IDMENTS TO 11-E . ZONES W t OF NAIBFR GSNOWj2$HTZF-rS.PEClE.-, G,9 STIdJ Cc"'IDING CE1F.'F,`2E-SlJ53D(CpLTii7 CCA57Fi P12FA-'NOW 8.9ll[:II•1G ��6 - _( SOF��7.WICOMICO Am WORCESTER SPF t1Phi cc STCRJ£5 (P HEIGHT NEW JEP.--c�'T- SEE DCR IGO 24- 31' 2 50 I6' 96' Nf-lJ 7ORK-SFi BL.lILTIN 033i FOR WILD SPEED MAP1L10 24'- 31' 2 24' 96' RIB 15LFto-WIND ZONE-NUMBER 3.3 NOTE L NOTE 5 99, 5- STUDS ARE LIMITED TO THE SECOND FLOOR OF A 2 STORY UNIT. SPF _ ti CEII-LNG PE'GHTS SHOWN ARE GRLCULRT@ HEIGHTS MAT BE GREATER IF R L113 Z4`-3l' 2 SPF STUD is 9S 2. LATERAL BRACE IS PROVIDED RD ID DOES NOT EXCEED NOTE 1 ZS'_ NOTE 5 Z?' gS LENGTH OF THE STIQ TI-E CALCULATED 7. MAN.FPLiURER FIRS OPTION OF DECREASING THE STUQ Op SPACING SPACING, 120 2} - B. STUD CCLVUATIONS ARE BASED ON EXPDSURE C. NOTE I 2 50 STUD ]S 96- 3 EOUl-OR BETTER MRTERSIi MAT BE SUBSTITUTED. IR S/12 ROOF PITCH A+D THE ATTIC IS USED FOR STORALE UNITS AND 2/12 ROOF PITCH U`gITS ARE LIMITED TO 28 IN WIDTI-L F L �e �-N MRSTER SERIES L 18 G 5 2198 AL MODELS , mRa 5TRUCTURRL- SCHEDULES b NOTES MUNCY HOMES, INC. ? 1567 PR ROUTE 442 MUNCY, PR 17756 •ham DRN BY _ DRTE SCRLE REV_ T. NO- 03\ std DJG 3-I-ff3 NONE 2-20-2007 3c {I LUUU -�—�= SEE ALIUAL FLOOR PLAN FOR L24GTH-SEE!VOTE=2 FIELD NOTES _ NOTES I- FILL K%IMRPJLS BY BUILDER, L N BUILDER BILIT RS R SULUMN SPACING C9V ILL I^ZC3NO 34'MIN. -3B'MAX !-M04 _______________-_ _____________ HY r________________ BE ASSUMED BY THE M l&FACTURER. 1-MIN l'� SEE NOTE=34. j{ ___ _� NO REBP021538IISTY FOR RESULTING PRO8L.E7•S 11FFJ_ 2 SEE LC. YNOtcS'. I --------------------------------------------• I NOTE+L7. SKT 3x i r___ Z WOO a0 TO OWOCIO EASUREHQiT RLLL14W SWATF@�O 1 EXTEND DOWN OVER THE_ y yw i 1 SEE NOTE.3 1 i WHEN FG'dM1 INSULATION IS PDDED.B,ZE a=FOUNORT;aV 9'MIN MR LOADING FRM UNIT ON BASEMENT WALL f;hC I MUST HE ENLARGED T IN WIDTH AND LENGTTL 8 v}a i 1 CENTER GIRDER SII-PORT,SEE 9-IF e3c I ! 8PILASTERS MAY BE RECUIRM BUILDER �4- ItiWL � 1 1 -' 1 3 CQNDITIOTJS Fm FFL'PLTC.43_E CODE5x MIST CHECK SOIL R COLIJM IS REQUIRED E&ATM EACH 1 1 : 4. UNIT TO BE TOE-NPUM WITH IEd?Z:0-5 IS O.C. 1 ENO OF A GEAR SPAN CE2LLN^„ { RRO'JFC PERIHETM I° I BEAU.SEE FLOOR PLFa TO BE!E PD115TE0 TO SPACING MAY MISS ISSmg^ ! r- S. CRAWL%'A--FDIR•CSTION REWIRES 13'k24"ACCESS. s i 1 T I o STAIRS.SEE ACTUAL FLOOR 2-J2 2s12 1 I z REWIRED IEIVTIISYRCN 1 SF FOR EACH F8D SF OF CK?.,L.5PF;CE AREA PROVIDED 13Y CROSS VENTS POST _ —POST i { PLAN FOR STAIR LOCATION I I „�� MADE INSECT 6 RODENT PROOF WITH 5C£EENlIZ 1 W. ' WINDOWS �S SEE CENTER GIRDER SPRCING TABLE.SHT-3- 1 I F� THIS�WELL VARY.CHECK I�REOIIIREfLNTS. 3'-P MIN I I = 7- FOIWMT=4 EXCEPT FOR METHOD 6 CENTER GIRDER FIELD WORT\ 3-0 MffJ I I f SEE hY]TE �i I a SUPPORT RNO SPACING NOT FOQ STATE APPROVAL I 2 8 FAXL+ DESIGN FOR SITE WORK REWIRED FOR r 3"AdSC STD. SRE O r ' rr SET-UP INSTPLLATION OF THE LM SHALL BE DONE ` k I CONC_FTC. I 1 f ° 1 ! o BI'13t3 F2ta-ICE 02 PROFESS7q,L9L ENGINEER IN THE PLATFORM _•r' 1 T ISCCLIkw 1 I ° I OtXITINGENT�j ° 3 1 I I i SPATE H•D BASED ON 1LiUPL SOIL CDSIOITTOMS PND _ .•:..a�..J. ...:..._.•..... _:-. _-•_.._:...., i 1 -_ 6SEE:NOTE.11 -_1 UP _-s _- {" ' RPPLEDARE CODES.SEARING' 1 9. STAIRS RESPONSIBILITY FR TY OF THE l3OLO SUGGESTED STAIRS STRAIGHT , SUGGESTED STAIRS, STRAIGHT I I SIT• I la SEE SEA'3b FOR ADDITIONAL.NOTES. SCALE SEE NOTE a9 SCF'LE: }J2'=1-O' SEE NOTE #,q t 1 _ I g 11 IMW 3 L'r MBE.COLUMN REDUII�. 8" { L2.O:D P.EOLUfS CCLE9-E SILL PLATE OR LSE OF 1 ' FIELD WORK +� FOUNDATION M4::f=STRAPS sm mu r E 'FCiRNDRTION PLANS PAD DETAILS I MALL PoL11MTI S. REMOTE D?ERF,.'3LE WIFnTDws �4" I RRE SUGGESTED MEANS OF SUPPORT. s I a is.IF PE14RED OzEs�SMES _s PER RUN 4 sTATRs I FINRL DRAWINGS FOR SITE WORK I I a FOLMATIDN PtRNS AND DETAILS s-1DUN ARE MR I e U' 9"MI11 I REQUIRED IN CA�IITCTIDN WITH SMOKE DETECTOR INSTALLED ON-SLTE BY ' I MASONRY CQM5-M)CTION OFFER MRTERIRS MAY BE SETUP/IN5TRJ-ATION OF TI-E OTHERS ID WORE DROP INTERCONNECTED I -CONTINGENT UPONfIFSIGIBNG TO THE REOLRRED t I UNIT SHRLL BE DONE BY R P.E. WITH REMAINING DWELLING SMOKE I I !.DADS AFrO CON57RUCTFD IN f RlJCE WITH THE_ rd I I APPLICABLE BUILDING CODS AND APPROVED BY THE -` •-I'NMDJ 2 B 1/4• 1 OR R.FL BASTED ON SOIL CONDITIONS. DETECTORS BY MAwWACTL*;ER I t�eLttLDwG ol-�ciAL, 3•-0'MIN. 9"k+IN r nDt ' 1 SEE NOTE ✓=!5. I T I&3'STR*4m WEIGHT STEEL PIPE CCLUMI,L ASTM a MAX 31-0'MEN. H 2x12 RSOLF kd G*X ALLOWFaLE CONCENTRIC L0A0= ''�• S a' 1 1 34.2W .B B'ir HEIGHT. CAPACITY OF OTHER 1L> z -------------------------- - COLUMN l-EETGHTS STEEL BE IN RtVaaFI�E WITTH s rsnJ ------------------- -- RISC.Mfi.1k1L OF STEEL fANSi Rt$TTaV. = POST T. POST 1 TYP. FOUNDATION PLAN •� SCALE: v4'=1•-G• . - Zslz a1z PDSC . 1105T - MI - POST 3'-II'YJN� 3d2 SUGGESTED STAIRS, U-SHRPE =:' SUGGESTED STAIRS, L-SHAPE SUGGESTED STAIRS, WINDERS SCALE 1/2'=I'-W SEE NOTE A9 SCALE: 1/2 1'-0" SEE KITE P9 SCALE 1/2�1'-ff SEE NOTE a9 NOTE; ALL MATERIALS-6 LABOR REOMPED EEL= BOLTS SUPPL.IE!BY MANUFACTURER BOTTOM(IF FLOOR JOIST IS THE NOTE: RESPONSIDTIFiY OF THE BUILDER. 1lTY7�"U4 GIRDRSSI RL.L MAT'RTALS L LABOR REWIRED BELOW BOTTOM OF FLOOR JOIST IS CETALLS SHOWN ARE SUGGESTED a�Y 6 L2'MO YC r.GIRDERS) THE RESPONSIBILITY OF THE BUIC.DFR. DETAILS SHOWN PRE SUGGESTED ACTIXL 1SINSTF.LICTTON SHALL COMPLY IIJYM-L=D FIT BUILDER ON ONLY S ACTUAL CONE-TRUCTION MAST COMPLY 1.Q'ft1 ALL APPLICABLE CODES SEE NOTE -4, 41E-mF L APPLICABLE CODES. SETE 48'OD. TER riE SHIELD JOIST HFK6FR As RmuLgrED 1[.o aG S11L PLATE LSEE NOTE i-IZ FIN GAO- 6i _ 'II SILL SEFIZZ SEE NOTE Il O IS t VM,&-47 PLATE FASTENED TO GIRDER WPIH(i)1Bd NAILS N _o+`'. V SOLID CAP DR GROUT VOIDS ALTERNATE METHODS OF SUPPORT a Y 11:. MAT BE USED,PROVIDING THEY t - OF TOP 2 CLY.R5E5 SOLID ARE CAPABLE OF TRANS'rRRIC7G tr 1/v4s'F94711OR BOLT IT MAX THE DESIGN LOPEDS FROM THE FLOOR .@ IN FROM EA CORNER AND GIRDERS TO THE FOUNDATION FIELD WORK] °l ?tea• S-W aC MPoC AND Wt4CH PRE ALTERNATESI�Fi METHODS L BE APPROVED EMBEOCED AT LEAST 7"IN CONCRETE BY THE LOCAL ELM-mc OFFICIAL SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL OR 17 IN MASONRY UNITS OJT)MR LW175 LOCATED IN SEISMIC DESIGN CATEGORY DL ANCHOR PCL-TS SHALL RSO HE LOCATED AT INTERIM BRACED 1rr LII•ES WHEN REUAPED TO ' BE SLPPORTFS ON A MlnaN°JOUS FCR_ACRTION. SrZES. AS ON SILL G•ETC.SHALL BE 5 PORTING.EKTEEIOR WALLS. p PLATE WSSHERS A MINIMUM-IF 1/4-x3"z7' SHF1<L BE PROVIDED BETNEEN THE PLATE ANDTHE NLa. THE MMMM ANCHOR BOLT SPACING SMALLFIN.GAD. m SEE NOTE.S ,aY 3 BE 4 FEET aG MRX FOR TWO STORY STRUCTURES. ' O - SEE SEISMIC DESIGN FIELD NOTES,SHY 3b� _.+ i. VAPOR BARRIER TFE IIJ„CAATION is NOT SHOW7 8'M DLCCK OR POLRED WALL _ CLAR FOR O.ERWIAG IK SIZE CONTINGENT UP04 SOIL H£RP_ING CIRPACM _ CLARITY.BEE SHY�+ � FOR 7NslAJ4Tla4 RcQUTRFJIENTS b t• . r" o NOTE e'[3DCK WALLS WITH 7'OF BRG�ILL r 'i.:ir-'tj• '.v°.:�•1'>'"`C�••+'i? •.'''� ai'ti,' :z of. Al PM6T FRF NOT ALLOWED PER RCNYS• TABLE R404-i10D REGARDLESS OF SDI_TYPE ." Uba ESS R SPECIFIC DESIGN IS PROVIDED PER FOOTNOTE'O.OF THE TABLE 4"GF'J".VF1 BASE )[P.t11'LLI'1273I-D741 � FIELD WORK •�-� . - i �'�-�.�t',a wy",e, �ewaa mt THE INSULATION IS NOT SHOWN FOR DRPUM CLARITY.SEE SETT 5. .FOR INSUL.AT7CN REOUIREf Ws, 4'OIR FERFCRRTEO DRAIN GONG WATERPROOF DPRNSIO.v JOINTL7.9"A'PLATE WITH CRAWL SPACE DETAILS - COVE I/2'DER ANCHOR BOLT SCALE: 1"-1'-0" CONCRETE MASTED SERIES RRNCH, CAFE, TWO STORY 6 CONTEMP. • .t.�• - �••. _ _ FOUNDATION PLAN DETAILS & NOTES - GRAVEL ESE s' MUNCY HOMES, INC_ VAPOR BARRIER 1567 PR ROUTE 4-42 4.OIfi PERFF'18TI D DRAIN MUNCY, PR 17756 DRN BY DATE SCALE REV. SAT, NO. DATABASE NAME MJL 3-Z2-91 5710WN 0-31-2008 4. 04\4a 30 CrT-11 GTa1 1 i ;; -0 {� �� GT`2 I 1 ;i �� i ; 7 T71 ii___---'-i� NOTES GT+19 I I� ;ram--4 79 L ELECTRICAL LAYOUT 13 REPP.ESFMRTP/ESLY_ ___ I Gr9 Ian„ BOX '���� I ;� ;, I -1 L---rr " ; Z a Y.LATOUT AM7 UNITSIZES ARE RFPRZSETITRTIVE 29 _ __L . I ((IpG,,'- +,^S ' •-�} I i, ,, 3. SFSHT3a FY I21I7 7 ;; 21 II DOORPNUWI.�DOWU VALUES.. , /LJ�I AND( NOTESGTs3 231 •• " � ' CKT^-i CKTa7 I ;. aBEE RICRL MOLSCRN0 HEAT NOTES. (`I J\ --- �- I' n�+„ pOX ,1 CFL NOTES. 1 l• U S 1 EAT LOSS CFd. ��E ` S , S I 2 UPON REQUEST- 2SEETNOTE a6 —J 5 11 I ,; [i SEE'ELF R—FIELD NOTES' NOTE =7a,SHT Zb" L—� L ,i NOTES-_NOTE +3. S1T 36, ;i G,=S L O � —J „ ' L--- i; ,1 7. SEE'ElECTRi.fL.FZFLD -`r- 1 I a. SEE'ELECTRIC ENT 3b. 1 r I C'T`Ll CKT<12', ;; --- I, I B. SEE1; r-------ATE=I3 S 5� 1 '! ;' S $ S _•GT^21 $ TWO 5T-ELECTRICAL F� 01ES.NOTE+18. BHT-b- ' _ 5 L— la 7tf0 STORY CUgFj(IS�RHE ps NO Two ST�tY CKT+S —•--"---- ; SIDE BY SIDE UZTH FENRNT SEPARATION 6 -�' ' 1 S —", ;. 1!_ iUCES ON OPPOSITESLif'�FOP,FLOOR PLPNl IUl i; I S $•{ -TIE; YO�ng + 'i ---- 3 ;; SIDES R TEL4Yf ON WALL M,4 NOT BE IN SAME;, �—_—___.�______ r� ('jam �3 � _� STUD J - fXT• lz 20 6 CKT+1Q I i ;' ;i 22I CKT.22 I 6�.J ,—J +, P LMNG IIAIIT 5 riIRROR IT1FC£LlV�'UNCf. S Cl,T=6 CK7:2Q 1 ;+ I3 20 S 6 I I SEE NOTE a6 i i I 18 _--, CKi:ig ,; WATER OPi'IOh!15_M-EC_IED.ELECTRICATEJR OnLY)1F CRAWL SPRL"c I - 11 i ��TE � I "B" BOX I `s ii I I 5 I SEE NOTE a6 16 �_� ,1 i U I I I „DUI BOX I 3 16 -- I I I L--- '� I °i I I I Has I s----- --------- ------ ---= r� r-------- 622 __�------------- L--- is — 12 ----------------- ---- --- r=-= TYPICAL l ECTRI RI AY01JT SEE ELFCT,NOTE v2,SHT 3a __- _______ -______ --5�' — =___- ------- - I ;; tf „I MM WATTS 1 ,. „ el 1 ;; ;; WATTS I I 1SE81 WATTST� ;; h WATTS d—7 H-1 R Box " l Ir------' ------- ua7rs I ' '--- J 1500 WATTS SOD WATTS SIC„ BOX mm WRnB H-S I H_7 ; 1J„ I H-3 ;; -----� -----� _ I;III J H-9 H-B L- _----- H-B SEES NOTE=6 J ;; NOTE a6. ,1. SEE NOTE =6 H-+ I "B" BOX 1000 WATTS 1 BOX SPACE RESERVED FOR NEIf YDRK STanP DF APPROVAL 1 I I I 1 � •--` F500 WATTS ,; LSrn uArrs � 1----- �-_ - 1250 WATTS SEE NOTE =li --------- DROPS , 1000 WATTS 3C00 URTTS , 02-o„pvwm"'mJlmo, --------171Q �_— TIN O BOILER TYP R FCTRI HEAT RYQUT ' L =____----- ---------- _ BTUt1 z} -----------' ------------- Cft�TOBOILER 4560� , -- - ' 1140 BTlki . ena7 ;; 114D BTU H 1710 BTL - Ai I r i_ lit0'STUN , I, +` ____•___--`_-_______ � li 1 ,` it (1 - , ' i ' tl uRu BOX / i SL30&TUH =--• 'I"; i U40 - 2280 EIT, I ❑ ,IO,1 BOx l zESo ' I Il PERIMETER LOOP^ I PERSNEfER LOOP ^3/4'0 "B" BOX 3.4 g _'I i I ; I 3/4'0 , APPROVAL uMIIED To 221M 8T H 'i 342D BTL-H 1 FAMRY BUILT POR7701V MASTER SERIES .�fr u s zoos "D" BOX ; 2 STORY d 2 STORY 2-FAMILY MODELS ELECTRICRL 14 HERT LRYOUT -------''-- •� MUNCY HOMES, INC. 12D 9Tlai _ Y `TJ ____�$ ; 1567 PR ROUTE 442 ' --- 3az0 anal I - 3azD BT ai I mar' MUNCY, PR 17756 TYPTCRI HYDEQUIC HEBT I RYO T ---------- i' '�`°� ---------- r DRN SY ORTE SCPLE REV. HT. NO"OATABR c N7.nE " oss nJi s-zz-sl I�4"=r-o•' z-zo-zom ss NOTES KLTCHE!•fi MAY BE ROTATED 90 OR!3D DECREES- --� 2. KITCHNS MAY BE REVERSED IN EITHER OLRECTION-IN 1 . PPRT OR IN-215 EM1RE7'f- ,r I 3 CABINETS MAT BE OMITTED TO ALLOW FOR BUILT-IN RPPI.IFwCES. �,-1 �•C _ 4 APPLIANCES MAT BE BY tSPN A�AL'i1JRFR OR BUILDER T�. F fwr.FREE s1r 11lc 07t f-''1 I _ _ ! 5' L&ZN R SOLRCE O NRTLRRIL V HOODS 5HFK-L Er ENTL RT To IGN 15 N 0.4IS1 . Ia { eki-4 PROVIDEp- �___J GAND VWINDOu OVER SINK ENTI ATION REOUTIRM1 TSS PREO PROVIDm.LLGliT iYPICRL C ' RANGE HOOD - AS: C 7- BARS IT EXTENDED RANGESM.NTERS5 MAY BE PL`OEII DC TYPICAL /�� - RLL KITCFEI•!S,CLEARANCES STIFiI_BE PP.OVTCED PER RANGE f-ZDO iLP'A 'EHOODS / 8 �CP3AET5 MPLICRBLE TUBE It 6TPo.LEO IhYJER B0.Q 0.4 IXTEIFw➢ CPT.I5t3N6 T7PICPL , TYPICFL t TYPICr-iN at z ' ' clF { COUNTER, OR SLtl- RT MAY BE PROVIDED BY WOOD OR , , K ---- �' ckt=4 METAL LEGS S. CFSIWTS FVRILABDE UNDER OR ABOVE BARS ORCOLINTERS MAY OPEN Erl'I-ZR ONE SIDE R BOTH SIDES. ET cki.2 c- `_-_• cN•2 cu.2 d.b2 1 e �`/ cF42 ckt•2 cF1.�2 t cki•4 ,.r.r 1 �•2 cF[ ,.r.. cri + ,cx}2 �/ t ttL CABINS RN01OR BR H FIXTURES PAY t�ADDED OR �• 'ce.z cxt.l cf' de-t-. -�� OMITTED PFCVME13 PPPLILAOLE MEE PING CLEP27NCE I i r7.STET%nt m w aPA txl , ARE COMPLIED WITK - PLAN 1 PLRN 2 PLAN 3 PLFiN 4 PLAN 5 \\ 1 >Z OMITTED OR ENTIRE OR INSTALLATION P AT OR tON SITE MAY He , / , OMITTED TO Tb_J_Ou FOR II'CCCES.R(1V ON SITE B7 I [TFJD_O,.R I'ET2 APPLICABLE COCES- �c + IZ BATHS MRY BE REVERSEeO IN PART OR'IN TIg3R ENTIRETY_ �1 13. BRTKS MAY BE ROTATED 20 OR 130 DEGREES. ' 14_ BRTH,GARDEN AND WHIRLPOOL TUBS MAY BE i + INTERQigN(3ED. = IS_ VANITIES MAY BE SINGLE OR couBLE BOWL. , , '{'IS. ALL BATHS SiTHL KRE VENTED FANS OR FRIV/t_IG-iT sr _ , r ALL THAT ARE V MED IN EXTERIOR ` .__, I 1 _-_•�'• \ ! I , + •�1 17_'SEE Bmrs FOR fp-HPN-EF A MEDICINE CAHUt�S. •_�� ��_-�_-���—J�.,11 IL�1.--mod � 1%, t _ I8. SEE STiT5 s FOR TT?F1.ECTRICAL LILTCUTS- I �-, 1 -- M BATHS ARE AVRILPOLE WITH HEAT LAMP L TIOR - - - ' ,� �• LAYOUTS SFRL BUES ARE E WIRED IN�CCROOAOME�WITH Cy ( '1 I 3_ 3 t` - �r t j I , i NEC f,1d7 KSWFf?CTLRERS RECOHEI�RTIO�. 1 t I �!���`fp 2L SEE NOTES.3_ -4,--5 OF SHY la 9 ckl:a I22 SEE GENERAL NOTES-Z NOTE-13_ SrlT 3b. --------- i I A B r D g F 6 I 1 r ' t _ t - d I -!1- �;,• C 1y T 4+,�1 L__-___J' ,L______J =2L � i• { y i ,•t " 'L-= fi I' ¢» cx�raa � ��a H L ' TTP.FUR GAP DeTR1L TYPT 91 � F';T�TC ?q\�1 ;^1�f 4 _r .__-_^f1 FOR AN OVER THE RD1 i _� TYP?rR �R:.:,, ___ �" +'- F4JY,_hlE1r1L.339Ez?.LL: f�E 1.IU.ES. rua spoor iHOT rL,T3s, mlT.+c r ;NOTES: I _ TtHIRPOCL=G GVROEN TI78S1. 1` _��u ..fr FOR EXTE2LOR R£CEFTP.'.1ES. �J L' I '"1 �P - --TYTI '•:IxE I FIXTURE WIRE 9 cACTORYY UILT PORi70H =SFfr 'a. =CR RE-CL._RITE27R- = ;I - i; `- ' I _ I vPNiTY GROUPS P2E 1LLLbTRA7IV£tIM.7. ACTl.FJ_r+RJLLSN'c CABINET DESIGN rv{Y VART- I o i� 1£C CpJ_-vJT- i ;, f ! ..}�-_-__._. _ r- ..____Jjn l t o .� ,APR 0 52a1]B i S-LT { a AFN `'• ' I NOTE: TYP OPT FLREPL RCE - - •2'%�j ' R'AA W9,'F. >•,A4•n1I 'v /• ':-S i FLOCK SYSTEM OF FIREPLACE - T-S_S -. 'a. �., i,LN+x-l!!rfruu. , • ,'I'' '_fit I ,MAT BE DESIGNED SO THjTr No SCALE: nI?L ntx c J Ha I}A ifOX ,`� �• `R, I j FOUWQ9TFCW SUPPORT IS RECUIR£O. 1 SPACE RESERVED FOR TIE NEW YCl STP7'i?'EF APr OVAL -3' 1'3 'r I-3 APPLs1`+C'c '�y-tt��__ .�. I C1ECK WITH MPMIFFCTLRER FOR G 3LW+LWT3^N I 3 =; -:..-Y-D, FOU11ORTION SUPPORT REQUIREMENTS. I ;MIN.nII I I;nIN.i UPLL �( f 7-�t+) -c'+cZP_LS•1VaI'LG11 S -t - ::t�YLC."��S�.B Lam_' i _ .. y ,�/ I NUT 3 F ! - I }2-6_J,E)CTFRIOR WILD ('�A\ ENR4_I__DLT'aATICN I - c . ^mac`7i..2L'WiitT:f r ., :� jLy r S DIY- i.7�'�]�.' ;kt'� ?wT'r,-t`" i 1 i' OPT.PRE-ftl• FACTURED FIREPLACE-INSTAL-LED �j +�� ;. csu -, •y �i IN RCCOROFNCE WITH�5 I �'`/ i 1 II s,..,><e• ue+m-Ivr tm:-acm Pw� ! / I I I INSYFLIATIGN INSTRUCTIONS-£EE F1ELD C3'nw. 1 02-0"I w�`-�t�l$8-7 4 121u4 t :O 7aT<2:£grEic c rt )j/ , II NOTE =7 OF DUGS 2 SEE Gc�SEP.E"+v NOTES-Z j GPf3INCE ��, Y-4'1'IiM CtFAR%+CE IN FRO NT J+5-/ f....- _-.J- I ^I� I �z�• OF S7]L1tR CPENLY.G. w�xr..d...�..a.-..... ` - ya9-tTt IOPi] ll —_____. I :J -7- SEEA ENERGY SUMMERY NOTE=2 OF OUG a •+••a•�'d••,'�'`, CaLkt ' !13 ORTfP U+P7] - r,--1:F3 HA'b 1 ' 2-WIRE FEED ol¢ O 1 MAM7FACTUF,E7L HAS OPTION OF PROVIDING C1q I f ��p""•••"'� T -T IImo' PNO R-O_FOR ON SITE aT•I5TILLATIOV OF FIREPLACE I T116 + \ - = i + E 1 BY UJILSEK EQUIPMEtIT SHPU_BE!NSTMLL.EO IN 1 ( L I /\ ;I sTw'.FR lD2s si nlN, j H� -6•.S.'32YR r YF'f=i- -?t - 1.r,iid JF- -_A�,��.1VtJ t 13'!C. 1^._7.' 1BD1Jf:�nTmr .rJNCTTFIN - RCCORORNCE WITH MRhUFRCTLRFRS INSTALLATION otcsW + LOOT] IS I _ '•1,ZL�rEtt�PTI —._' I iNS?RUCTTONs AND GOVERNIII*CODES_ y I'r.NUFPC.TURER HAS OPTION OF PROVIDING Ct AS TO ACCOMMOCSTE MORE TFFN Q[E FLUE G.32BRUE - i I0-2 FDITLA2E WIRE TYP. FTXTIJRE CL FARANCF9 RE i oEG °'irRl F,tf P S I frK'F T•l<LAJItO _I.•__•--`� I . WERE_ ...-f BLACK ! INOTE r� 3.ECTRIC HEAT f:-F!-• -r`-2' ";21C-£AT - 1 ir�,,t CROTCH D AIT ' ....i j i; {I,)))rLlltkkk CROLINUE To PAX USING 111 i ,t j E ECT.;=:FAT 1::-31- -- _t-x:-E- _ - rKCKF .T1` 1 MOLMTING ---� k2A�, ;;,. CREWS } I ` -� ._ _ •-2,SaG :-xri rr :.nrt. :,. rA,z '•.:._ 1''�a,---t1LALX ' �,. � ' I i �,, Man a ' r r I GRT)JriO'U i ----10-2 WIRE FEED I FT.ELD.NOTES f y+ :_ D ,TOTES AI w• j x l•Ls I T•lti • `' �JZCE-LYSTFLLRTIOrt -�5-s a 1 ( j!1 ca.2-ecr L- ,at,17 I , uxcE METAL BOX TO BE USED SERVICE �ttC."I:FP.£J. A.E rtrxi i KT•lit I FOR IFiTEF WATER nRDt aR-c:S�• is TO BE °?C, ?^...-E 3zEa i - J� r,K I.IV I Ul,rCI.WrT SWITCH 2A L.", OR c/0 AL11RtIKA1 - - 3.FA:.7 w tit 7R`�:•�.T s42e jjP" S.PPLLFD 6 i}STCLIFA BY aTrF9.S ! RL'•ar.£5 PRE TIG` T0,iED LACER �Dj tE( = ..rJ• IEEE `-- j�I__ ... I i TOSS RS FFEC1FIED IN n}N.FAC7UR:"s t%�COPPEX' '�D IS P'si-AceE - -•6TRLCTIQ6 CEPENOUS ON 6FltE 5(7--W IY Gkw0 o am :r. ,•`�E: ,'-.t+LL._L_•,•fF i �t:f`� t -MASTE2 SERIES 7CU0-E POLE FSFR- •sr--•L, ,! :: -it-:-':i Tc atd,. ,J::IFtLL'IJ I C ' ' Thr PFXE!_BOX is EON=L67NG A SA,E as SINGLE PO4E WIT.: TnE 9:r?Li4:- _. T .., rv<!•: r `'I.v.. { 1 'r.' - - ALL MODELS BOWING SC2EU TLR4t1Qt THE -COITION 0 A COND'*AT'-41R£ '+•� 11{ `�r NEUTRAL Bap TNra THE eax CFL.-R n U1DM A SEC CM7 SCREJ TRB IN !"FrFl.Ei. _ -. l '� T1£LYJLELE POLE BRERam. 3Y OTrt-LS f . Itc INTERIOR nETRL'JgiER PIP1,4e 1 J MISCELLANEOUS DETAILS �.... CE EMI MENT E BE�O TO ThE SLRF_ ! -�� MUNCY HOMES, INC.. TIE G20LNOED CLPCICTCR AT 7TE 5?VUY.TEtE GRwt-;Ouc ELFCTRDCE - 1567 PA ROUTE 442 EAST, P.O. BOX 246 CONDUCTOR OR-t`'�a'�"�`� 1 � CLOSET CON>=IGUERTIONO�Gzw OR To Ttc-" �OR MD. NOT",. y.�-,-?'-:-_G_' _s' t r1UNCY. PA L7756 t'+RGLNIITti EL=TRO:£S USED. Th£ NOTES � .POINTS OF ATTAQr'SgT OF T!F awm'c;-zAwFx Sit L BE Sc,-u�F TKE 1 wr PLa tL �Dx Is s xxuE D -00"Ur�OR ED P- SCRL& v4'=1'a" D2N 8Y pgTE SCRLE REV. TIT_ NO_ THIS 15 TO BE DONE ON SITE z- THE:UB PRNZ JX [S:i FOUARE D- 00120MIOo OR EQUAL- BY MJI DER IN AcrzRcP ice WITH aFTaea c Tar 3 22�1 NONEGOVERNO.G LTAES6n 10-1-2002 1 6a I- FOR APPLICABLE NOTES 3- VTR iT'SfA;iJ�D 0�NF5LIPPLY ONVALVE RE��m TO P_E 2 R.PIP FOR RfLiOEF VALVE. FIELD INSTALLED FRO -r ' IN TERS CRAWL �E ED ON�S l3VIn:G LE�/tZ5 CRRI -TO EXTaID ABOVE FIRST FLOOR AND TER OR ER K VENPROT T10 - WITH W HAL AIR GAP. PERIMETER iF YET•fT - T_ TdP VALVE DIRECTED TO SAFELY TO BELOW FIRST FLOOR F;ON ONE PIECE riETAI. D[RECTEZi SPFFIY TO EXTERIOR WITH DIRECTION S_r_EVE OR SEL-F- DOWNWARD b 6"MIN.AIR '.OR DIRECTED SAFELY .�\ BCAiAKDZR RUBBER - TO BRS71ENT DRAIN WITH 6•_MIN.AIR C."v. 12"MIN_TIP- FLASHING EXPOSED DRYU-PL COMP-TUh10 TUB OR SHOWER ORRIN a PN ROEOURTELY RATED TEMP R-0 PRES5jRE RELIEF -_ (ri?SSl 3"VENT EXTENDS ON DOWN SIDE l AT 7,J-PIPE VPLYE IS TO 6E PROVIDED. F6'TO ^4'PEDY£Pf47 PQStTRATTQNS lag(ALL 4 SIDES) C LCRAWL SF -E-OCATION OF. -FIT !EATER l 12•BELOW ROOF. Z FIELD IN TO DECKING 3/+' INSTRLLATTON IN BSMT OR RR IUldTS-SEE FLOOR PLAN. LRD ALL VENYS Sh:L]_ T7P-FL00.2 f)ECJ3NG DT]-IERS STALLED 8Y BIASF1iEN-T OR RAISED RANCH-UFITER HEATER IN 85MT. EXTEtrO 3'IN DIAL WI{ 3L SEE SHEET S. FOR TYPICAL FIXTUhZ G-EPPANCES- 12-FL9OVE AND 24' 1 MIN OMIT 24 ga GALVRMIZED STEEL PFW 4. INTERCOW ZECIZON OF PLIt't=BELOW FLOOR TO BE BELOW ROOF. ELECTRIC WATER HEATERS ALLOWED HIGH-IMPRCT 18'MIL TYP- TYP-FLOOR JOIST PAN TIC P N I MINIMUM tS IC 1 S A DEEP �CV-R14IINGiNCODES. 8Y BUIL0.`R I!1 RCCORDf-d•ICE LJITIi L*I7)3-VENT IXFEi�5 PLASTIC PAN MILL INIM THICK AS AN OPTION S IYID FZ M$ING$CF1E]IATICS AVA7LAEILE CS'O4 trXIT PART OF PP?_ 3'TO Z'OR 1 1/Z" 1/Z`MIL DRYWALL.FIELD FILL FLOOR E 1S4]iVIIKFL FFXTLIRE SH]TSTiIT-4`FFy�RL4VE5 ARE OPT-OR A5� ABOVE OW REDUCER LTYPICAL.) INSTALLED(3Y OTHERS AFTER i"MIN.PVC COCE RORU-I S. IT PFLQ.l ROOF. Lag FRAMING IS SECURED TO - 7. FROST-FREE EXT-HOSE MOS ARE OPT.OR AS REGV. CECKING" 1-PVC E>i a WHERE ERC PRR_TIC4•N A VE C LI BE FFNCTOR7 7fR0E Ci Lj! WHERE PRACIIrFL PROVE CEILING Tl-iRl t ROOF Of"TATI QgF STOP RT Tl1R RND SNOWFR- FTFL D DRAIN SMALL PIPE d IUSCHPRGE 9. WET Is p�LOWED WHEN DONE IN ACCORLI4ACE FNFPCTCTFI TNSTRI 1 R'TTDN //�}l H - I 2'ALR GAP INDIRECTLY TO R PAZFRD FREE WITH GOY 'IP.;CODPELS- 'A� TO HONE y __ LOCATION OAPPROVm 87 10. R7 LN SSLPSIA�IRSAREING T CDFCTEO TO V£M 51APL7 FOl1N ITION tfZELD1 Lp,ESU R�`A!-_L RFR�i VENT L R'S5ppF�ROOAR7pp��DOIWNNSTAIRS PRE RODENT PROOF ARE FACTORY __STALLED STAIRS.�UMp.Bi�N��GIN 2NUPSTD -} ENTRANCE tFFEI.OL � FRC0.GSTTAOPi11L✓ ��nD T�6pY.�STFg�SSR TO C7]MPLE'iE �, �3/4'(FIELD) 31V INLET IFIELDL U Mecl PLurN Is INSTf7L t FO AND TESTED IL FOR STATES SUB.ECT TO FROST CLOSURE, MAIN SHUT- VENTS TO BE CONNECTED TO 3"VENT STACK OR OFF IFEELDI EXPINL+ID TO 9"VTR FIT LEAST 12'BELOW ROOF. CC?44EGTIDN TO SICK FIXTURE CONNECTION TO WC WtgjEP HFRTFR PTO IPPI Y - PR N' TR(IINTTS 12_ ACCESSIBLE TRAPS ONLY SMALL BE REMOVABLE WITH UNION IN TRAP SEAL CR HAVE:CLERNOUT OPENING SAME SHUT-OFFS ANO FRQTORY IC FTEI C TNSTR(i RTTON, SIZE RS.TPJaP. 1145xESSIBLE TRAPS SMALL NOT HAVE UAS)iER HE _UPS V"UOt1-.tl_EANCU S OR SLIP JOINTS- FDR WRTFR HF$TFR .;_gI"i"ORY TNSTRI I f-I] 13. WHEN TILI VINYL IS INSTALLED ON FLOORS W BATHS UOR N CPT.SiU!'-OFFS L2" CPT-SHJT-OFF I-FUEL-FIRED WATER HEATERS afEL NOT BE INSTALLED UTILITY PREPS. VINYL AND-ECiUJrn-ER :G' O APPLIED F HRk-PID WATER CI..RBL7. 1;E��EFTk'zR 6�FOOT FIIGN FIBERGLASS IN A 5LEE-PING ROOM-BATHROCM•OR A CLOSET ACCESSE) SHOWER d BATH(WITH SHOWER)WALLS OR G FCOT THROUGH A SLES-ING:ROOM OR BATHROOM- HIGH MOISTURE RESLSTRNT GPSIIM WALL PROVIDED IN 2-RSTALLATION SirLL-BE PROTECTED FROM FREIEZ49G. FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH PMOISTURE RESISTANT GYPSUM WALL PROVIDED IN RE-"Sla.RE TEMPERATURE RELLFF VALVE UIRLL PIPE TO R VISIB E FFiCT T. VINYL CAULKING IS LIED ARWIID AIR GAP AT FLOOR IN THE SAME SPACE RS WATER HEATER 3-I4FEN WH 15 ON FIRST OR SECCNO FLOUR A PAN S GAL BE PROVIDED UNDERACA PIECE OF+MIL_MIK CLOSE 35 PLASTIC TN(KID W V/ D 1/7'. d ITS ORAIN SHALL PIPE BELOW FIRST FLOOR (ORRIN PROVIDED IN FIN FLOOR OPT-SAXff-OFFS FIN.FLOOR PLANT FOR SECOND FLOOR'UNITST.DRAIN Silo!.PIPE d C150r-AGE THEN CARPET IS INSTALLED FIIi FLOOR INDIRECTLY TO A HAZARD FREE POINT_ 14. ORRIN S12F FOR 3 WATER CLOSETS SHALL BE 4'MIN. C THE PAN SHALL IQT 6E LESS THAN 1 1/2'DEEP IS (IRC.NYl POTReLE WATER SUPPLY tlJTLEfS SHALL HAVE H FL'ti9 STSLL BL OF SUFFICIENT SIZE AND SHAPE TO THE CUTLET END SPAYED A DISTANCE ABOVE TEE 1 FIN.FLOOR H RECEIVE ALL DRIPPING OR CONDeISATE FROM Tl-F WATER HEP.TER. FLOOD-LEVEL RIM OF THE FTXTIRE DR REC`.PTR.LE, TO PROVIDE AN AIR GAP COMPLYING WITH P290221 AND C H C TABLE P297L21. )-E. IN OLD-FAMILY CRAWL_Tl' (FIELD S"—PL2FD}: KTTL-HEN STNK RhD RVRTDRY SL7PP1 Y TISR/SHOWER SUPPLY Y WASHER SLIf'PLY WRTFR CI-OSFT SuPPt Y TWO-FAMILY LL2 riIF_T'PLE DWELLINGS,EGU PEE FAL.TCRY TNSTR.!I RTIOON SALVE SUPPLY PIFF Tlt PFi1-HE SUPPLY WITH ONE FRC'TORY INSTAL 1 St{Or! FACTORY 7N4TAI l RTTCN FRCTDP.Y TNSTgi t RTTON FDCTE To SHUT OFF THE WATER SUPPLY TO PIPING FIXTLRES F$�EQUIPMENT WITH THE DWELLING -Y _OTHER D Tl4i E WITH THE UA fM SUPPLY 70 'OTFER DWELLING lA'1IT5. OR OTFER PORTIDINS G THE ELFLE721X' 5UCH DWELLING UNIT CCN a_VALVES SHALL 3•VTR BE LCCATM WITHN THE Cri7G r.LIN UNIT SoCQ^ITRCBS�PD- L7. CIRO.NYl AIR ADMITTANCE VALVES 5Y�L COMPLY WITH SECTION P31L4.. LIZ 18. Mr—NY)VENTS FOR FUTURE FIXTURES SPAL.L C'O-1PL.Y .i—1 WITH SECI7CN P3I04z_ 1 3'VTR \ i }�S�f-IUL s ApgAOVAL LT Poo TO ` 3"VTR - 1 �1 1/?• t8` MIN. 42`MAX. , Z•STAL•YJPI?E L' 9 � Fj�CTOEtY a" BVtT POfi'INSb ADC-MASS. /v 2 G 21a8 om 1 L 1/2" i i SAR TEE SPACE Y FOR TFE NEW TO.RK STAMP OF;FY'PRCVFL I i FIN.FLOOR Fix. FLOOR ' TRIP LEVVEER` ' L SACL TEE 2'P-TRAP OPT.DEAL BOWL 2- Lr CRY- "4C_5P3L TEE 1 f L L2'P-TPRP °Er'"m'Exr°Fs w'` FIN FLOOR � NmO�"uoO t 1 112' �.vwap .rlsa„�.m,xoau i ) - FICA FLOOR .l p1-o7o Ah f 3R'7 l Z , 1 1/2'P-TRAP SHOWER AIRRTN R VENT RRTHT149 DRRTN S VENT I RVRTORY CP.RTN h VFNT WR5llF7RJ-RATN d VFNT. s' '41 - F30TCRY TNSTRi 1 RTTITN FRCT RO Y TNSTRI i FD FRC'TnRY TNSTRI 1 FA1 FACTORY INSTAL I FD 3'VTR 3"VTR FUTUR3"VTP. DISHWPOKM a'TJ ORRIN LOOPED VENC 6 DRAIN LINES i DELETE VENT MAY TH , UNDER CT OR Tl3RU AIR GAP FROM 2nd FLIT OFI SITE DELETED WHEN CLOTHES i \ MPBYJF.INSTRUCTIONS BY BLIADER TO FIRE NQT 3' VTR FROM SECOND IS ON FIRST OR . TO BE TMED INTO Vr7ATWG SECOND FLOOR i�I LIZA ; FROM It FT.R FI)MIRES f Lsf FLIT F7XTLIRES Y 1 L/2" I ' r siNK ORPJCIS , \ I VENT i VENT I- OPAIN FUR \�1 DISPOSAL 2(ud f1lL PLUMBING i 1 IOPTJ OlSPCSRL SEE NOTE-is �f{ (OPT] V�45�1 S 45 ELLS i sm TEE sPnL TEE CONT.WASTE r ' MRSTER SERIES CONT.WP.5TE J •! T BRANCH FITTING Ft c I T F7-FI•! WD 1�P-TRAP Z P-TRAP FIL�- FIN.FLOOR� RLL MODELS ' FIN.FLOOR - 1 ! 1 FIN FLOOR TEFL FLOOR CAPPED 6 LPG FD PLUMBING FLCQR Z-W/DISHWASFIER CR AS CODE RECUIREs FIN. MUNCY HOMES, INC- KTTC'HFN STNr QP IN & VFNT CP,_i-TQNRE DTSHWASfiFR RISER SL'NFMSEQ MRTN VFNT STACK f. tLf' VFNT STRAX & WL' EI)TI)RF )LENT TNSTRI T Fi1 FOR MR RND NH 1587 PR ROUTE 4-42 FRCTORY 2"N51RI I RTI NN FRCTOPY 'C`ISTPI I RTION CRPF IINrTS FRQTORY INN5! t I RTTCN EFiCT02Y TNSTRI I RTON eLID RS COOF Ry OLITRF5OR FIT R lTL DFRS RFCLIF,5T MJNCY, PR 17755 SEE 5HD�ET 3b'SENERRL PLUMBING FACTORY ThLSTR!f ATTON EACH YERTICPi•IRAIT SY'ALL HAVE ONE (FACTORY TNSTAILgTTON FOR Fin, MFNT MMFT 9 NOTES 940T FOR KY) MAIN 3 naa-r MINIMUM STACK. DRN HY DRTE SCALE REV- °HT. NO. oRTA:ASE taTriE M, 3-22-91 NONE 4-1-2008-r 6b 06\Eb N 0 I E,5, L FOR PPPLICRELE NOTES.SEE SHT 9h FM Sb- I - 10,TEE i - rT' I S 13 - 2Ad STORY CEILING n' 3 vTA TEE sDE TEE r 2.d STORY CEn.= bd STORY FLOOR F(�? i rrELL 2d STORY FLOOR ETl ' ' �-ri Ist STORY CEILING Irt' It yz- - S•1 DEL TEE r I Ut STORY FLOOR E31 ELL I.t STORY CEILING i I I ` F in'''I E1L Tat STORY FLOOR L a/2' _ T VTR TEE sm l KE•T- iiE ti:Li T �, 1 L7 =LONG TURD `L ` I SIT\ ELL LT I I t yIL/C�re` i I LT LONG TURN LT T 11 FET/ 3.Nt� T� I all TWO STORY f.SFF ST-IT 7k 1l ELL_ wvr T>E t lvr t �.,\ DWV SY5TF71 L +�STTE '^ •..i �..4c ' aZTE J T'-i- t ;,LT ELL I LT Tc"E 4 TEE ! III h.STE:2 LRVS SHALL fiGiVE ELL E,q'a TEE t t r WASTE WHEN COMBU FD c yr T� REFER FIXTURE OETRIL S FOR'TRPP AND t� Is � a't' RE TO �>tsE PIPES NOT SHOWN INTHc S4�-FJtA7IC ; i �-�T I L� ' t #' FIRST FL nA2zS SIar-L CCI 4ECT INTO tiM I I 1 I Iiz' sm 5LT FLOOR F ELL 1 trt at HORiZONTFL 6UMM,:'G DRAIN MORE THPN I➢ PIPE I . OBA:V-Tz85 O0W!,5TREPA OF STACK E u RNO TFE L t LZLg I I TEE `,; ELL TEE Li TcT LT r1L i NOT a7rmcCT INTO Sr'�QN9 FLOOR oRaw STPLY Tiz t5. t 2' I /7 SITE_`` I + Ems$ R LISTFO THROUGH PENETRATTCN FTRESTOP 3 y I` L i r b T LT S751ET1 SHALL BE FFFD w TYE FLOORJCEILING c-L t ._LT TEE I Y I - I L7 E7_t ImEls t _ FIRE RATED F55EMBLY. .3. I i t;� I VTi ii yr Li RE I rF,}StTE I.'' �t1L - rµ�wa,cc \' `TEE` ``L 1? I mo• �m I ` t�YI 1-�- TEE ! � ELL_��:''SLI��i'r, 1 i1-c i F * - F 6utLT T.Q. Tel IIla ��.'"` �J I III ^T� ` APR R S 290E I IIV!• `a`�L ELL ieHIM t L7 ESL I L" 1 I?I t LT TEE i I o�.6T6T11 i ```:.. 1 ELL Tr lh t�If ` cilir �' •�.r�- s t1 SITE-y �- 1 - � L SPACE FE5EXYE0 FOR THE M04 TORK STAnP OF APPROVAL 1 ` LT ELL t I SZTL .. .+t `I, (. I E1L c T +• SITE• 1 L/2'CR 2y� �'=EJJS��+� -I{•�I Y dam .. 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BOX 246 MUNCY, PR 17756 DRN BY DRTE 5CRLE REV- —HT- NO- DATAeASE NAr+E RF]-I 3-10-97 NONE 10-1-2002 bb_i fly\6b1 DETAIL =1 DETAIL1R �� 4 DETAIL 1=2 �- S/8-Tt-It SFiEA7FIING/SIpI7G DETAIL +�3_ APPLIED DIRECTLY TO STUDS NOTES U SIMPSCN LSTA18.20 tYl SIHPSON MTS-12 STEEL ACE STRAP STEEL STRAP OR EO!F1L GR_DUaL FPS7ETED 70 7FE 6F{X Sl1;E Z-RLL71IId]M CED.9R LAP OR 1. �0.2 FASTFNIl{GS NOT SPECL�ICGL'LY R7DRES D 0.y 7}GS FIEID IN57a 1 Fn DiS OF)aZEWALI_Wim M 10d x 1 1/2- FLASHING 8Y VINYL TAP SID'Ju FS'cT.SFF FASTENING m rt E RNp APPLICAELE LB a D OL EACH TRUSS WITH NAILS INTO iT£5lCc BU:1pFR 581 PLRTE[5] OVER SHEITT7IING 2.TEIR03S CTIO\i m LS x 3.OIN C?=7}iE TRUSS SILL PLATEIS7 Ft 9 TFE OPTION 0"r Si)BS'fiTITTING /--- 8Y 0U)Jl-L`R IttiLS EACH JOINT B+Ti7DM CPORD Wd)C7)IDdhbT�.U, 1x9 TREATED N�LS INTO TFE KI`EEH(LL STUD +WB['7t2 ///--- SEE NOTE•1L RGE),LT RATED SiFATlONG GLLED Hill a'�fRt]C7FON s¢ES Hunan p�p/SQR M)"O SCHEDULE TRIt1 BO^RO RDITESNE FVO hAll FD TD RLt IT, R`U7 fiCCOR0.4VCE I CN SITE BT BUBDc72 ,+ ��, DRRWBv^7e� SR.L PLATE `.ri TH CivFNEY SPEGIOR!I,ICN5 EiND cZEryEi•fT ENTIRE PERIt4--TER.IBd 7 -hRIL Ri 0.0 FROn t4HN1,FR,•-i7.t�R9 gcC(FICA7ICN5 PJ'M JO35T 70 SILL PLATE I6d MIS AT 3'Or- Rows 3.DESIGN iR17ERTA FOP 1 FE9 2 STORY AND CR°r UNITS N�• THROUGH S'iEATHING TO Rill JOIST AM)5ILL PLATE IS BASED C:T A TED SFF_Rii'811G GLUED WITH CO1i5TRUCTICN SWLL 5T 12/12 7:E)OF PIIL7-1 �1 c A�NAD FD TD RA1 JOIS R4D SILL PLATE FOR RTM BPvO TO S pLRTE A 1!O MPH-SSG HII�2G`✓O IS APPLICABLE 70: O a.d. t�Tc. I iR 16d TDE-HAD_RT 3'OG FROM SEE DRAWTFL 7e�_DETAIL .2,TIED „v(DNF:LTLON. TIC CCtt1TFE5 OF EIRC NEW 7ORK R\'0 RICtY an. ISJT& NTAA1L APPLIES 7p 4 AEI l2/72 RODE P.Di JOG 0 SELL PLATE,15d NAILS RT 3'OL, CONI,ECTIDN HY OUILOE2 kESTQ¢S7ER COLTFTY CITIES FOR S OVER RIDGE AL O TRUSSES.Ft�S RN3 7/12 ROOF STORAGE �i TO RIM JOIST R140 SILL PLATE MOTTII VERNII7L NEW ROOT IES:E R7E prp Y4Yl itS- W ! COYERS TT FLII COIS'FI:TICN 14-^TCFFSTEIZ COLNTY 70HPLS. ^'� FOR 5/12 MDNCPITCH RDCr'TRUSSES FOR RIM BAND TO =2 TIEDOWy CCI:NECTION. E�ZER.HARRISON,ryRHl Cy„PmR7H CASTLE. Pg7S STRF'P TO eE 3G LL4:G. PELHRlL PDIRJB RIDGE,RYE RtU1 SC c'n 5IPP507!LSTA3fi DR£0.iAt1 - SEE I' .III{G 7.?-D B07TDH ROW 0. WESTCHESTER CIX$4TY VILLAGES' V, LCNN£CRON BY BUO_OER SIDING INSTAt-Lm BROHXyII I F•I{pppUSCFt ^CD CD i3Y]3U0-DER PELNFFL PEL1iAl5 NRNOR. TER. DPR00.:. �.i. RIDGE bET' - FIEi n KNEFWR L DFTRT - EI I n SIDE WRI I nFTRII smi 1 1-°- - FIELDSIDE WALL DETRII 'E ° '�'MC�TO: scare: r=r°^ IWM TI-U SIDNG) SCALE: I v2'=r-Gl - FIE n Tr1E LDUN7;73 ,RND K DETAIL »IB 7JOTF: .. S DESIGNS ARE BFSED GN EXPf),'1L2E C. - DETRIL 1C SCALE 1 I�z r° z Wlhmus,oaazs AEI LI M IN eulLniNGS Laces. DE[A[L R'T TES TO 9 ANO 02 Rt)DF DETAIL II4 HINGE STRAP IN WIIdl9E>t3'E OEBRs RF_T,ILALi S4FY-I-l3E F'RDTE2TID . TWlSSES AND S AHO T/12 ROOF TIES. c FROM TIE WINDBO214E P.-Gio O4 SITE BY TIE BUILDER TRUSSES TFx1T Lrrn r+F'COLLAR TIES. NOT^" RT 48,°.C. LJz l6d NAILS T°TRUSS ALL MATERIALS 9{pLL gE SpPLiED Br-A,E 1'�IR!X'a lOd NAPS m 4'OC. (SEE ROOF r-CTICNS FOR CCCIAR TIE FIG17 DETAO,APPLIES TO 7/32 MONOPITCa RCtP TRUSSES, COF1PiRTER SMx-L Iz HT iii FOLLOWI METHOOO7 g AFTER OVERHMs IS SY Ea m Tr-o ll)d NR1L5 a S Or- 14SHEATHING.1DIhfT AND-9.r ETTA-LEANGTED^c LOWERED-BY SUILOER R-STORH 5 ST EIL STRPP DST, 2D 0c� Br 611tL0£R INSTALLED IN RCCO- NOTE' FISTM E 1446 Fm ASTM E:It%D ITS E �TRIM 4`1 TR CANTILEVER Wiffi W7�+t$PLTL@Z5 INSTFLLRTIIN]NS�'RUL71LYv!q W COLLAR TIE O)STI1PSDN LSTAE 20 9� 0 13V x 3' Is 0 3/4'. B-AGENCY RATED HOOD STRkL'OJRfL PANELS WITH R t>L 19d NAILS. STEEL STRAP E EN 2z4 TD 2=S KUUMLIK THLCm� CF 7116'R^D fl MFfELS SPAN CF C7 148"z 3'DBd) AND ICDZ SIRUCTURFL FIELD INSTILLED ON 8 F�%P-L BE PERMETTFD FOR CPE3�T`PR07ECTI0'! NAILS FAQ{JODST � ROFESIV<COVERAGE ERMI TRIGS WITH IN 07•L Ff)•8)TWD 9FDTZT T-TEO 1;3 WiTI!R MEW RODE' ON SITE BUILDER &F LS x 3'OD�oIN�r 2x4 (2)AaR TO 2I/ METGHT OF 33 FEET CR LE53 PANF13 SHALL p.E PREL1)T _______i NAILS EACH JOINT 2x4 t23 13!'X 3 7/2"1;pIL5 H1142E STRAP 14)7/1S" 1 lit'x 16 99d STAPLES AT COVER TFE OPENINm-S WITH ATTACHMENT [41 MILS EA21 SIDE ]xS RLUMIM-M DIRECT E9CH END AT "DL. SI•ERTMRT JOATT MD FLIP OVERFFTVG EDGE HARDWARE PROVIDER ATTF H 11ITH COVER��FASCIA � F£AOER TO STIRS •6 z 2 I/2"MIP1 WOOD SCRcT-AT a-DLC ftROI_,TH PRh'ci. oe ---- PERIMETER OR $x 2.1/2'MB{47OL0 SCREWS AT 12' 0 COLLRR TIES O)EACH FRCS FASTENED iD 1LP H IDd BUILDER L DIRECT PE MET RQ]PANEL PEPJfr M CHORD 82)LOd NAILS AM7 C-11FROUI3 REPROVED RI THE LDCFL BUILDING OFFICIH BYV�I1304 STP.UC7URAL R7�SIVE SEE SECTION R301212 Al83 TABLE L BUI D mON SITE FLIP D TRI - ETFI n 8, 'JIMSEE �•E DEBRIS-2 ADNs BL PRESS Rl2 WITHIN IZ)1To z 3'NAILS NOTE: MRRICAi C-PR REGIONS WITHIN ONE MILE OF THE PERFORATED SOFFIT 2x4 TO 2x6 TRUSS COASTAL MERN HIGH WRTER LINE WHERE TIE BASIC SCALE: 1'•=1''a" UI SIMPSON 5f 20 gd WIND 5P®IS IUD MPH-SSG-GREATER CR WHERE DETAIL zrSE 46E F CmRE AT CANTILEVER TH-c BASIC WIND SPEED IS E7JAL TO DR GREATER THAN STMPSON H-25A STEEL FRAMING RNCrit1R IS)148' 3(10d1 I5 D" TO i 3/4" 120 MPH-35G SEE TABLE R30i213, FLIP Rf O COi_I APB TTF D T IL - FIELD °lnlN° n T DE of NRILs y FJm 9- DESI'AINIFUAM DESIGN GN F�Rm �aTH FILE: 1'=1'--0" - RNO M ad hxiiLS INTO TIE H ST7E NRAPPEDI v" STRUCTURES TASCE 7)Alm WF'CM. BY BUILDER -__ ___ _- Ql 1LUMRqUM6d NAILS TO 7R[i�S 1REXTERILR WINDOWS PNO DOORS SHR'.L BE DESIGIED CO RED FASCIA RFTc-R OVERH-,-,'C IS TO RESIST THE DESIGN WINO LORDS SPECIFIED IN TABLE DETAIL- 1D l COVERED FASCIA zx5 _-_ LOI ERFDBY BtiD CER 7�4c �TED FOR IQfHr AMI EXPOSURE PER Wd MR-TFiRU W TER DETRII 'R' 1fERDE2 To-2x6 MRX FBh� 1NTD TRIES BY BUILDER to 131"X 3 I/r)57ILS 01- G FREssl--REOUL2ED-I STORY u r a '/ �� DIRECT EACH END -22S z L2S--2B2 PSF-ZOW 4. HC NAILS T 9 O V RT PERFORATED soFr IT 02-IM-2S9 x L2�34.7 P5�-ZONE 4. HCRIZ PLATE TO VE2T.PLAT cm Is /��ll� __ f@$11P7 ARM rxticE REQUIRED-1 STORY U}¢TS t3=7WE7t TRUSSES faTD EPLH d Rm Q�RJ ; i s STRAP OR EDUAL RT HEADER TO STUDS OL-11D 30 PSF-ZONE 4. . 48"OC,FASTEMM WITH ladNAIL DIRECT 02->�-35 PSF-ZONE 4. BY aM-DER 15RX.DESIGN WIND PRF�RPr,E REOL+r FD-2 STORY UNCTa 1 I fs).148'x 3"QDdI Dl-llD-27S x L4=33.5 PSF-ZONE 4- h•7ILS EACH END 02-]20-269 x L4=37.7 PSF-ZOPE:4. _ B TFR4AT WIL �TION [HERDER WRRPPETD MALL8)M ARMR GRADE REOUGs'ED-2 STORY LNiTS �- 01-IM-35 PSF-ZOVE 4. r D2-IM-48 PEF-ZONE 4. \. �IRFD FOR EO p NG 0 EURNG(S) (OPT) DETRT 'RI MRx DESIGN WIND PRESSURE REDLQRE°-I STQ LUIITS 5 DORMER DETAIL - FIELD 01 110-272 x L79 351 PSF- s vIELa 02-12p-324 z 12�4L8 t'�-ZONE S. SCALE:3/4�1'-0' I - F MINIMUM ALMA GRAOE.REOUIP.Ep-1 STII2Y UNITS: SCALE: N.T.S. 01 -uD-4D PSP-ZONE s SL1PSdY H3 RAFTER TIE 02-320-45 PSF-ZCNE S. MAX.DESIGN 4TM PRESSURE REQUIRED-Z 5TORT LRTM FIELDL -�i M-UU-272 x 1.4=SRI PS- DETRIL 5 NOTES: 112-'M-3Z+x 1+-114 PSF-ZONE S. 1 FOR ma MPH-35G HIND zow- MINIMUM MiR GRADE RFfV mFT D -2 STORY UNITM SIDE, EM RSO MARRIf".E WALL 01-UD-4B PSF-ZONE 5. XNEE:WFLLD.'CR'ET4F}IT STUDS SHALL BE w,OL GRBLE EM)TRUSS III-120-50 PSF-ZONE 5. TRLSS 2.TRUSS SPRCAG SHALL BE IL gnA1f{7•{Q.IT OF ASPft'-bT Sr7f„�cg KRIS24,IS--OR 16,OC.DEI-EMrG SECTION RFr OFF Sr9'.LL COMPLY WITH ON ROOF LIVE L[AD REOl1IR£p 12 FDR FODZ7IOML COd�CRDN DETAILS.SEE F95TII4 � Ph0 77-E ROOF PI7C)i DRf,Y-)UIG 7y2. 15)LDd x 1 1r£F6]SI S GYPSUM P.CRRO T3RDE�9 APFLY TO FLL ROOF FIELD INST%L© )O G POST SPACE RESERVED FOR T-PEW YOLK STAMP OF F?PROYAL flSTEN WITH GTPSUM BOARD-M) IOd 2'1 1/Z'NAILS DOUBLE TOP PLATE FIELD INSTFLLED TYPICAL STUD DOUBLE TOP PLATE U) EQLC-LW THE STEEL FT:R)IIP7G RNCHDR MONOPITCN TRUSS KNEE WALL QETRI FIELD � � DR ED[AL WITH I51 131,=1 I!L"NAILS SCALE NTS 70 TRUSS AND IS.131":1 1!2°NF9L i TO PLATES. NEW YORK-BI SLIP-ON H-10 STEEL FRAMING RNHIOR CR Rri1RL d x 1$7 ad X I L7'NAILS DETAIL is FOR M DU-E RIM BEND TO RIM fiAN'D TO TRUSS RND R W X 1 !/2-NAILS TO ALLIES R\ID rioo7.L£TO/1CWF 5TRRPPING, SEE DRAWING 7a..2-CETRIL5 x3 AND.6. STRAPPING TO BE TIPLIED BEFORE ThCI%1ATZON OF SF1rT417l Gl DETAIL OF TN(`RFMFN �GE- WITH CONSTRUCTION RAID TION RoFiG ,[2uED T TRI 6S DETAT) OF C"ARI F Ftl NFaLED ROWS OF e�s SCF1.0 NTs A T&j95 S AT 3.OP-STFROWS GEREDTOTAL E-jby -mr-TER SCALE KTS. �/�LjaeVG4fS�i7r SD,QfY2Gf.Yr15 s�S+c SRABpm(41 ROWS THIS kE aI78D£R. SH.,A17471G FOR 7FBS AREA 15 SI11FPm LOOSE PTm U FLLPD BYL: BUILDER DETAIL 31 nc=axDgx[ffsull,mtresmM1ms RF7ER IlVSTAILRTION 6 11VI7"a 7 T'-U-SH 79ThI T T°SPAN BOTH HALVES mnnm �,1sN�lm awf f O(~OTrF12 CN SIT£BT OISTS. OZpn�e2_/ STtiFl7HLYG SHIPPED LOOSE,FIELD)NSTFLLEO TO TI FUNrTS TC OF SHEATHING TO JOISTS: ,c ma 15d TIE-NRILED 1Od COMMON NRIL rn:E.n4a owx•hna.< a a�an...m¢.v HsL 6 7C INTERMEDIATE a 2'QO 8Y BUILDER O.fi3 Or- T0 fL DIRECT EACH EDGE5 EXCEP1I/T'FD.OR �'u•.�."a. „�„'d 3r WIDE.7/12 STORAGE TRIES a IDd COMMON Mal- a'=DIRECT EDGES S 1 1/4'O,C,INTERMEDIATE 118)TOTFI_ EA]I FFLF . SHEATHING NOT SPRNNE'S UNITS G OF SFERTHING TO JOISTS,. 8d CDM15@ L`FIELD �ANNLA URR OR SPIRAL THREAD NAIL I I 6"OL DIRECT EI]QS 6 12'D.C.OTTERMEMATE I L NOTE, MRSTER SERIES TRUS7 - 't'ERTHING SHAPED LOME.FIELD INSTALLED )' 1\ NOTE5E5 FlPg)ES fop 7/12 RCC2.,F�Sip E Z�616?)\ TRUSSES. ONE RND TWO STORY MODELS �E9\OMe6 f,� c' n-srF. e4 QEfAt-LS FOR 110 6 L_0 MPH - SSG R1,D ZDNFS MUNCY HOMES, INC. a',o�pti��cE SIDEWRLL DETAIL - TWO STORY - FI LD 1557 PR ROUTE 442'NCI*•�sCRLE: I vz-=I'-0" MODULE TO r^Onlll E CONNECTION D TRIi - FIELD MUNCY, PA 17756 SCALE. 1 UZ•1,-°" 0 DRN BY DATE SCALE REV- SHT. N0. °R ABRs£PAnE oJG s-za-es s"H04Thi 10-31-zao8 7e_1 ) DETAIN_ �I SILE VIEW OF DETAIL k3 I L i'S / /I )}' sIMPscN LsTHOBP.J ETAIL - D6 Nnc LU tl 0 L!'7i IR WALL CORNER STUDS SECOND FLOOR STUDS lJ S w, �' r"-.X,LLE C K9TE LINE E.D. 1 FD2 aPPL2 4�'L.E C*�TiC�•[DETAILS,76� ,V IRSi CCP+�R STLQ)CGW>-CTFD 2 F02 ADOI-fI 70 SIDE 1.6d SRFJS WITH DRAWING 7-L Q^ RI P•OL15 16d NAILS S Dr- 3. STARI TA L l5 BASED ION Tl-E SILL PLATE L-EI2.E a•i - SEE RC,15 STAGGERE0.EACH SUSPSDN LSTP48 TIES OR E� 01 2x6 I11iEN SILL PLATE LS(a 2r6.STRAP TIE . CCId•F�-FFT9RY. STfWSON LSTALB STALL TiF.s S'A.LL BE A SIMPSON LSTR2+- (� FACT42Y INSTALLED OR Fes.24-O.G HA1C IF 7) SILL SIZE IS QIFF6�f(,ANOTHER s7P-FPL91 Tm OP,CON ZZECTION SF--L BE LSQ rn y IXTFRI02i SIDE WALL F7ELD INF7ILS E1) EN - TI-E STRAP OR CON' rCTIDN Vl/� U4 fT h'AHLS EACH END LFLIF-T OL Tc TT SHALL ^�D 2z EARNER SILOS (7) T°1'It-L �c THE EOUP.VPLEFfI CF Pi Slty S<jN LSTR12 WEBB LBX c /7A Y FAgi CURNER `V SECLIJ FLOOR M)�. D SIMPSI.hi LSTFND/SDtD STRAP TIE HOLOLEWNN FOR SEATHFNG CONNECTION OF FIRST By BUILD s6,OK ISDFIR AND FIELD ND S- I m FLOOR TO SECOND FLOOR PLZf,YETE.Q c�� FLOOR SY M CORN DN FIRST R.D SECOND S(IAs FIRST FLOOR DETAIL TTCN,—DRAWING 7a1,FROM CRBE BEFORE Ca\L-jZLyF POUR WITH- DEILSHEATHING NOT SHOWN FOR 0.A2LTY STRFLKgm OR OTHER HDLO➢NG DEVICE NAIL STRAP FROM BOTTOM I?WITH d�SO4M;:NAILS,fg.L POLLS TO SF - FIRST FLOOR BOTTOM OF STRAP IS EMBELugD IN'CDPCRETF- - sTRAP MHT BE BENT ONE FULL CTTCLF. STWFS IE LDCRTE°FIT Efai END'WALL EMBE[1j1EClT SIMPSON LSTALB STRAP TIES flT L..I.� O2 EQUAL 24'Dr-MA)' DIOR SF�ATFIING CONNECTION Cf'FIRST F:2E BFL4z.D CN AN ff 75T11 - FTELD INSTALLED WITH R —THI FLOOR E NIF C!I LOd LNAR.S EACH END CQV"N,-=LTII3,W SEE 0.2LNW,METE 1- SEE CO 5HI CnON NOTES ON THE D41 TOTAL a6.ST-11i WALL. HFS�T.F1SDuRaf FOR SIZE ANq ING NOT SHOWN FOR LLRRITT FIRST FLOOR STUDS OR OPTIONS SECOND FL6E f2)sInPSON LsTAiB STRAP TIES CRfrREVER OEI GUAM-SEE OPRWING 7-2, �»£TAB R SIDES TO AN SHEAR. WALL AND RIM BAND TO m �� a I TOTIf EXTERIOR END OR SIDE WALL----> - RIM BAND TIEDOWN DETAIL SO`SATE 2 STORY llNITS - F ELD MODULE 0 MODULE CONNECT ON AT END WALLDETAIL SCRI_E:3/4"=1'-0" T N END WALL PERIMETER RAILS SIDE WALL PERIFIL-rER RAILS 2 STORY UNITS - FIELD 5lt1 PLATELSI NOT& SCALE: SEE NQTE-It WHEN'THERE IS A GARAGE,THE BUILDER FIRST FLOM STUDS SHALL SUPPLY AND INSTALL SIMPSON NOTES MODULE R NATE LANE - L ISTHD/STHETHD AL EQUAL ND CULSUE STUDS THz DI-FOR ODN4Nt-CTION OF PERIMETER MODULE 8 . II F-�JOISTS {TALL T SHALL BE R TO REMOVED FLOOR JOISTS THAT SH6YL BE REf}OVED A7 RAILS TO SILL PLATE SEE O)SIMPSON LS7W8 STP.fi TIE .4 REBRR 3U'MIN. _ _ TkE SITE THE HOLDDOWN(S)SPA-L BE AT DRAWING 7.-A,DETAIL.2 OR.3. . AND EN FL44G SIDE rl EFL'FI CORNER OF T?¢CAS AS SHOWN SHEATHDNG NOT SHOWN FOR a-ARM 0R EIiP S SLLSTA]U TF- _ R7S)ENO WAJ_s )I FYdl THE SAME DISTANCE RP7iRT AS FOR RIM BAND TO SILL"IF OR EU-l1=D ffT BUILDER WITH ALL POURED CONCRETE REDUIRED FOR PIh710R BOLTS. TIEODWN CONNECTION,SEE II 1D3 NAILS EACH 30M F-I MTK L �� THE F2EQUU2ID ANCF4CR BOLT SFFC94G DRAWING 7. 2-DETAIL.2. Do d0. HAILS 72, BE 12•FROM CORNERS AND 02-FOR RAISED RPN]i FOUNDATION II 72' DTFL ON CENTER LSAX. CRIMLEVE2 DETAIL SEE DRAWING tt THE RIM B:Tm TO SILL PLATE TIEDM'S 7n-2,DETAIL a7. vi PS SLWUN ON OE7TBL a2 PRE NOT REcuIRED HOLDOOW NOTE W17H E FDOL71pNW_ INS. ° SIMPSON LSTAIB TIES OR EOLAL RAILS TO SILL PLATE,SEE FTJL.hT1F;TLON TH FRCTORY INSTW-L_s-1 FOR CONNECTION OF Pt72DiLTFR I PFXi yE7ER RAILS SHE NOTE.2 ABOVE, DRAWING 7a5,DETRIL-2 I1R=3. SFER'THONG NOT S7-(0{$1 FOR OL-LtRIT7. CORNER HOI_DDOWN D 21 -•FI LD SHEAR WAI I T7 n0>��t D�TRII MOGUL FE TO Mnnl�� E rnnrn)�__ -SCALE: 1 vz=r a FIRST E OOR OE 1 RNIn T N AT Eton WRI I DFTRTI t T02Y UNITS EIRRST F, OQ5 OF 1 RN STORY i ia.irrc FTFI n SCALE. 3/4'�1'-0" SCALE. 3/4.=1'-0" MATE LINE r-3• I/Z ' DETAIL_u7 DETAIL a7 s1DEWALL BOLT D2+W MIN.LONG ROD DeL FULL-HETOPT aurms; BELT 148"D.C.,SLPpUBY SRO AT EDGE OF CANTILEVER 1 FPO F2FLO INSTALLED 8Y BUILDER X X SLk'PCRT BL.00}OINC,FASTENED EhCT STUD�'SIDEWALL TO JOUST WITH f31 8d NAILS SIMPSDN LBTp2+ �4 SA I IV PER ENO OF BLCCr 114STP TIE IN UD =) n FASTEN END ST OF ENCWALL FAR,W [5 5 TO 02L.STUD IN SMEWFLL WITH l03 NAILS EACH 5-cCENO FLtO(`!2 Ifid TOE-NALL® Ql ROWS OF DL O B'ac END(ID)TDTFE- c M6i51 N I6-D.C.,BY BUILDER ardl NAILS,ST STRAP FASTER END LL Ts FROM F�R INtm TO-DIST BELOW UD/m 5T°�OSCN STUD TO I.NCt�•£ LSTA.18 STRAPS WITH L7)lod OF FL1/2' OOR JOIST. - FASTENERS EACH E. ' RESc.RVED FOR 7- NEW TOR---,— BOLT OF fiPPR°VFL SOLE a-96T ML 1 LONG SILL PLATELS) RAILS PLATE IT A D 24- END JOIST$: .`Ur'PLT-D FIELD l21 2x6 .2 FOR ROOF £'1 1+8' X Ls 11 INSTALLED B7 NAILS FI DSTw r m 11 01 SIMPSON L55A21 STARE TI£ PFRIM.ETER RAILS FL4ST FLOOR (JND.JOIST t3)2z8 SPF.2 -7 OOF NIT Rim SILL )t fOR EQUALI S.PPL¢D AND FIELD INSTALLED SY BUILDER INTO RQf SILL PIATE ZG-3I-WIDEEIANITrE14JO �0 iJ SPID WITH 57RM61 WRFa'Pm (D 2x10 PF.2 FOR IL ARC ND SILL FLATE AT 32^OC i I ROOF Ci 11 ALONG THE EXTERIOR SIDE WALL FOUNOHTTION FOUNDATION I WTE,ED MAX WALL LENGTH II SEE NOTE 3. BLocKI 1G TO SILL ;I or L� FOR S-12/1 ElES AS 5HO140 PLATE CQ\q.'ECTIm DULL BELOW .182,X 3 I/Z'(Isdl PER APPROVED 3'QC TDE-NAILE)-FIELD 1'-O' CALCULATION )",RX, E - _ FDlP70ATTON i/�'x 16'f-1 AhTf LL BE IMBEDDED EIFL D [ONN T7nnI OF�-�' �Au A M; r�ro�BE RETE:sp - MOD TO MOD ? STORY IP9 3 OF SO-65 Y�PL R I N M;lS OF T'IN CONCRETE PVO a)S1M?SGN LSTA21 STRAP TIE OP.EDUAL c (P8 5 OF 5G-SG F g4,y,U . 1S IN MASOtd27 UNITS P181 12' BUn- tcn TO RIM B INSTALLED p B7 �"LE. 1- �'=1•-�" RAISED RANCH FOUNDATION �'�`'�•G9s'•'r�A'���S�. MAX.FROM EACH CQ2NER SUPPLIED }NID RIM BAND WITH _ STRAP(51 WRAPPED AROUND SILL -DON/./ D A n�urnsu�sl;�moaoMcau PFRD1ETFn'RAILS �T£E�I3�OSIM ALONG ER DETFSL m-m-m.WHEN USING WFC?t ANALYSIS) CRNTI V R D T - FIELD sem m �m:m)aswun N�.ua7O s 57 HDd NAILS SEE NOTE 3 HATE LINE SCALE, 1 T. FIELTy °BUILD.-R LIED° DETAIL r5 ;;�; R m�. '�.,.�,.�•�,. NA 148'Q0d)X L ILL DETAIL aS SIMPSDN IL8 EDDAL s II`AO P` ETFR NAILS FOLD INSTALLED STEEL ANGLE STRAP FASTENED 70 BY BUILDER INTO AND TO THE SILL OF THE FIRST STORY ARILS SILL PLA1E SIDE OF SEC SIDE ND STORY J FIR TWITHORY CEIL.IIW RIt9ETFR RAIL WITH(5)ILW M1ILS ON SITE BY BUILDER SILL PLATE 1�MFL FOUNDATION BOLT s 48.OZ_ INSTALLED BY BUILDER SL PSON LSUP24 STRAP TIE OR EOUP,L SUPPLIED AND INSTALLED BY FACTORY WITH - MASTER SERIES I41 I6d NAILS p)lad NRILS EACH RIM BAND TO SIL P RTE TIEDOWN D TRII F7 I D BY PLB DER END am'TOTAL STRAP ONE AND TWO STORY MODELS CONTINUITY IS FROM fFEZ EXTERIOR STD WALL - 1 AND 2 STORY OF FLOSTUOR TD rST.UND E DETAILS FOR 11O 6 120 MPH-3SS t?f FLOOR J015T. WIND 20NES SCALE- KTS ' FIELD CONVECTION - MODUL TO M _ MUNCY HOMES, INC. FIRST F OOR OF 1 AND 2 STORY— UNITS 1567 PR ROUTE 442 MUNCY, PA 177S6 SCALE: I L/Z-r-D' 5-ECOND ELOOR CANTIl EVER DETAIL EIEI n DRN BY DATE SCALE REV. Si iT. N0. SCALE, I/Z•'=1•-0' DATABASE NAM£ ----- - •.- -.. - - _ 07\7t:_2 �� 4-26-Z004 SHOWN! If]-31-ZDDB 7e_Z t �cwn��i iur, ING 131'.SHEATH21 TO FRAMING STLX)-OZ. COhNECiICJ•K iOd FAILS B 4'O� f1 132'x 2 Cat (6d1 MO•L 3"O.C. 8Y BUiLGER PER F'•AP"iF12. NOTES FRC70RY CONNECRON " t FIELD 2 L/Z'LEO Sii,RYH(O 70 FRAMING STUOs CONNECTTOK FO 2.5 SPE =2/.3 T 2x6 COLTD-C TIES(U ERG-{F'iCE FfLS7F1JE0 L FC.2 FRSTENLDiGS NOT SPECL�ICAJ17 F;CE�RFSSEC 1 E Y 2 1/2-Tick MLN.3.O.C. FOR OCy.'F'tERS EMIT£XCEEQaJG S'-O' TO 2x5 TDP CFGRO: FIELD.00.^.^L�CRCN FOR DaZMEpsU•I �O11JS STROGTU fib 2x2 LECGER ON�s s'-'``u'�Fr1ST�Ct.IG SL_ EXC;EOING 6-0" RF3L PZ E5IVE COVERAGE 2 FOR PPPLICFA._.LE NOTES.SEE QRALRNG-7�-L '� ON SITE BY ELM-DER (D 2 OR 3 PLY GIRDER TRUSS @ 2xe CCLLRR RES (i7 E-7-1 FACE FASTENED w E ACE EACH F S I I MG1 3 X 11 L4'HEFlOER(51 — _ — —TO 2%6 7CP G-77RQ lOd J`RIL.S FpF(E.SN II�{ r COV ]OQ;STRl1:7U� - To..a;�STUD cs.+.�cT7cct QN SITE HY BUIlDER ° c M f. ON Easrp5rY LSTRIB 0.2 EQUAL FACTORY ,o ACrED �80T-M QJaS�OPENWu^.F?.CNi RND BACK f � O SIDE OF WALL f CDs71Ds nnc �.�. DETRIL "B" a- I DETRIL "A" - FI I D cV t r f I SCALE:twrE OCCUR2v OF MmJ l Sf�t I I TYPICAL INCREMENT TRUSS 10d NAILS BY IIA� RAFTER - MOT REQUIRED L I@ 2x&CMj- R TIES W EACH FACE Z�E'ER l6'M7N.Wt1ET7 Ste' HEIGHT MFiX7MUn OORMER OPFMAQ•g FASTENED TO 2x6 TOP CHORO: •N 9/12- 2S/7B'WIDE-9-O^ [Ode _ 17JI2-24'WIIJE-S'-o' PJ COLLAR TIE STRUTS CI rt ! I2/12 -26lLS WIDE-jr-Er SONT f OHE�S1VE D)EfY7i F rr•f Fl1II-DER ACE _Lf LI_ �F757F1•.�TO a o- FACE . tt 11-D lad ——COLLAR TIES .IJ LI. I I COVERAGE 517E HT n�rn ———— — `m EACH FACE -I-I IT --_- --- n Ir PLAN VIEW DORMER OPENIN FACTORY F�'GR'�"—m PLATE -•�— _,. -PLATE(FACTO" — — Sm L PLATE(FIELD, ALT. D TR "R" _ F EJB`�'J�Om➢TTO C[ `TE AN1 SCALE 1�i'D NAILEII Ixro FRfitladG TT•P1Ci-L DR51TE BY BUILDER FD(?J(JATION RJ 1/4.^ 4'X 4'%S I/2'Lowy AI•JCtlu2 FALr PLACFD RT MID POINT STEEL AN.CLE BJ2ACt�T - GARRGE SLAB P. EACH FACTORY (O SIMPSON LL26 CR WTETRUSSOJAL E FACTORY INSfA 1 ED GRRRGE NRRROW QRLL BRA TNG OVER L/z CONCRETE OR MRSONRY BLOCK FOUNDATION "Jr FM WPiiER S(xf F• NTS (9 TOTW BOTH PRACXEFS DORMER FRA(1 2x4 SPF-2/-1 AT IS- OR 24'O.0 ROOF StEHTHING DETR IT' - FA TORY I 1/4"x 4' LONG _ 57EE7„ANGLE ERRGCET 1 �A PP1CfOrZYBU2TPORTTo vez D°Pr�Ee oPENwGs omrl tom+ APR D 5 ia�6 '�sra'iVa \ �� RESFRVEO FOR THE NES.F YORK STAMP DF AFPRDVAL DCOLLAR ETRIL FIEILD i5 BRRCK T D TRI F- 10 �3 PLY G R!F• 7'= 1'il' B?I.c�'2i TRUSS 1 EE CO WITIH lOd COMMON L14J;•%3'7 TOP CHORI NFaLS AS FOLLOWS: S 2%a-2 ROWS AT 4-O.0-FACTORY 2.4 -LROW AT 9•D.C.-FRID BOTi OM CMOR2 ( SEEATEfQJG 1 ROW AT 9- O.0-FACTORY 3-PLT gffl ST=LL BE CONEECT5 LICa( lad COMM�V CI4tt':3'7 RAILS fiS FC(-LDWS` TO CHQRCS. 2:5 -3 RQL•IS AT 4' OL-FAC'TORy Zs4-E ROt{Fir 9'O.G-FIELD EOTTQM OHORD: ROOF SAFATHING 1 ROW AT 9.or--FACTORY � . KNEEWPLL HERCER MRSTER SERIES ONE RNQ TWO STORY MODELS DETRU-5 FOR no d 120 MPH _ .95G WTJ11 ZDNES MUNCY HOMES, INC. FIELD INSTALLED DORMER D TRIL 1567 PR ROUTE 442 R FM-;ELE:ON 9/l2 OP,IZ/12 ROOF SYSTEMS CST MUNCY, PR 17756 SCALE: 3/4'=l'-D, DRN BY DATE SCALE REV- HT. NO.DATFPASE P✓FiME ' 07\7e_3 REH ll-1-2W5 Si-iCUN 1-10-ZQ07 7�3 DFTRTI 4:1 (37 1Dd NAILS_i6'44 Ctd 517E RIDGE TO RLD-- ECU OVER --,: N LSTR35,�gg STRRF DETATI •-? �-• i{1¢fi i ELLFL OVER RIDGE A FLIP P LEO TFON�B 48"o.c FTELD WORK LUU9 7/1-PITH 61 SQd NAILS PET'-tEG 1N-IO TRSSg(SITEL S/12 PI7CIS SFMPSDN L5TA3S,z(1g T/12 PIOVE sIMPSQN LSTAIIB,7LQQ STRAPS DR CANT.RIDGE VENT,SEE NOTE=L EQk1L OVER RFOGE 6 FLIP CC7-UJCCTl b{g o,� FIELD WOi�K DFTAi! w11 .KaL 6trcR RIDGE d FLTP COI.pdE ESIT7g g 43-,0,� MRX WITH®10d NAILS PER LEG RITE)TR1b5 617E1 FIELD WORK �(� MAY WITH f5)IIId NAILS PER LEG(SF'TEI. RIDGE�AtS 2x4 S'F=3 OR EOLIAL 7/12 PLTC7-C SIM- LSTR18.20 1x4 E(X7FAL OVER RIDGE d FLIP C6C-gg ST S OR RIDGE SEIih Ll IDd NAILS 18"OA.0,7 SITE RIDGE TO RIDT� IGd t511L5 a 3 L2'QC, �'^ ALTERNATE CQVV=CTITI.V FOR S/12 ROCFa IPD OF THE MAX WITH£�IOd M1LAILS prg 7�.-CTF0.VS a 4S'o.c. HOR)Z,PLATE TO VERT.PLATE - RIDGE S"FRRP,R 2z1 COLLAR TIE 112. II75TILLED W/(4)IOd 2x4 LEG ISI7E1. CON7 RIDGEE VENT,SEE NOTE=1 BETWEEK TRUSSES(5= '^ NAILS E(AG;ENO-PAST ON,TFE 2x4 CGNFp-¢^,US PLR7E'.Oi;-.RE Y SDd hYiLS b 12'¢C,YUA7c TO (SITFj ALTER"A E CONECTION FORS c5 TPD OF Zx4 SPF a3 OR E(YxIL PRE-M ACTURm WDDD 7kU55 V!M Tt£FLII'R"7D TRUSS TUJP MEc f, RIDGE STRAP.R 2x4 COLLF?TIE MRY T` teY O7HEi�RT lG'.15.2^OR 2;•Ol:- NATLS EACH EIFJ,�&-L THE 2x4 CoItJSTFLLE3l.WJ[il IOd �1.4 ECIFICR7IOb15 MAF1eJP:_, �p•� ALTERNATE lX7.iEL4u,FOR TIE ^-5: IP.O OF itlE _ KNEE 1!r'".-L T?E FLU'RND TRUSS TOP LT10RD MEET_ PLATE WHERE: 2x4 TR7J55 E)=gIGN CRALtINGS V RIDGE STRP?.ft 2x{Ct1r1F#R TIE f1(A II.'STRLLm ---- �-- OGE (V W/(i)1Dd,,L EAG4 EN-1 JUST E£L04J RIDGE BR0.5, CON11N000S LATERAL BRRCING TO BE ALTERNATE LOPhECTIGIJ F¢Q 7 LDd NAIL a 1Z'O.G f5 R SU85TI7UTi0N FOR 71t STRIP la-T,-11E E04�LLY SPACED.ATTACH WITrt 8d IJaILS RIDGE STRAP,R 2s4 COLLAR /i2 ROOFS: TPA OF P1N8 7D PS?7E TRU55 tP Cc3]2D TO THE FLIP R 2x4 TRUSS HINGE,SEE DETAIL sn W!C4)lOd]1ARS EA TIE MRY HE INS�LED _ _- CCLI-kVtEACH END JUST FF1 W-TIE MAY 1€A LZD N/(4]If7d RS R St1H5TITUIION OR� ;8¢' T-RIDGE g2D5. CONTINUALS LATERAL RAIDING TO BE CIXSf PL.(TLE WFERE T FLIP AND�4 _ -__ FOR F ��c, LACE IFRC7¢2Y1 IS OTIER53 Fr i6".ICY DD.TRUSS TRUSS 70P C}icRa TO THE FLIP�-T�R�¢� EQ-1LLY SPRLEO.ATTACH WITH 12)8d NAILS TRUl55 TOP CFLx3T SEE SPEC>-S ICATIONS MRh9]RL FOR COLpR- MAY BE MS(RLLED W/z(i4�SDd OLE P1ATE �TRusS'H�' DETAIL __ - __KING POST __ ____ ORAL6tIG5 NRI S ERL7i _— -- - =____ _ __ TRUSS C£SS[7'F CCNT PLATE WHERE THE FLIP RID 2x3 FOR FRSTENING, TRUSS TOP L'HL�MEET- SEE WORAIL•il 12 SFMPSON H9 ER —�S DR 7 KING POST TIE-DOWNS OR UAL 5 OR 7 SPACED 4e"q¢ Tm INS1D_ATEON I/2'OR S/r GYPS OARS OPT.C RRL BAFFLE TYP. '`TYPICAL 2.4 OR OR 2x4 MARRIAGE WALL VIDE UNIT OVERHs&G DETAILS.ROOFINSULRTIDN FOR 24'AND 2a" KNEEWPLL KING POST TYPICAL 2 PLATE 1/2'CR S/8 GYPSUM 1!2"DR SEE DETAIL•4. A INSULATION CONT FLRTE ROOF Ih6U-ATTIN FOR 24'AND 28•WIDE a3 COMP2ESSI0.V STRIP FOR n W1.I>=UNL7 BAFFLE ��iTP. UNIT(IyERF{q.!(-,DE7R,LS:i DET�S. TYPIC7'L 2<4 OR SIDS WALL 1/2'CO C12 5!B"- SEE DETAIL i4_ FASTEN WITH COMPRE''SI0.4 FOR 29 WEIS UNIT ES)113d x 1 NAILS TYPICAL 2x3 OR 2x4 MARRMGE WALL OVcEZ-1 NG DETAILS, SITE INSTALL SEE DETAIL a5- 1 UNIT WIOIH )UNG POST • TYPTCRI ON 57TF FASTFi`RhI UNIT NTH f` DF T RTI S 5/17 (7R 7/17 0.5TEN SDTTOM WITH SCFiE 3/l;`[P DPTTONRI OFFSET ROOF STTF FRSTFhIThlr De�TATI S [! s>llld x.1 1/2"WaLs D TRTI t 12 OR 7/12 F1 D I,LSTALLm SCALE FOR-�GABLE DFTATI -44 SCALE: NTS FIELD WORK OINSID' BLOCK 70 RPKE L,,,Et TEDN OR OB STRIP TO PROVIDE AIR SPACE DFT_ RTI t;S SEE F STENING INSIDE'RPK"c TO T1tUJ55 CC?NEC7ICW, DFTRTI zPi SEE FASTENING S u6 c, FOR ATTIC VEN5iLA7ITAV FIBERGL?S DR:,cZF SEALING SFpN&L.E, FIELD WORK 5cE SET-{IP WSTRUCTIONS FOR EXTERIOR SCcF27, FFBERGUAS OR SELF SEALING,SHINGLE, TYPE 15 FELT WITH IW OVERLAP OR FIELD WORK FF6CIR,.1-RRlt RMI QaP EO(,E TO 6YERFL4h SITE WOFX TYPE is FELT WITH 18"OVERLAP OR "g SIMPLEX SHINGLE UCERLAYMENT 'S5 SOUIJEX%gNGt.E U�AYMENT OR EQUAL-3S"WIDE_AN ICE BARRIER OS STRIP TO PROVIDE MR SPACE IIN f1Y AND RP OVERHANG IS CIS'ONE T0.ST'MRX CR E@5£3S•WIDE.AN pRP,7ZgR THRT CDNSISTS OF AT LEAST(Zf LAYERS FOR ATTIC Y 1"MIN. TOG--rHER CATION ISO.120 MPH s 3SG 17Iid]ZONES OF UCONSISTS T RT O 21 CATERS OR O YM OH CEF pDL T r• {- OR OF A SELF OC 71iER 11. EKING POLYMER MODIFIED Y' ON A STUD GARDE c]2 EOEIRL TRUSS AT ENIWRLL BITUMEN�. 8E�135ED IN 31E11 E���R���.��•`lt-N7E R�SHRLLIEU eIhT,E SO�7%3P TALCS Lr, ROOF ONLY AT ERYE Eta RENT Ah&I SHALL EVES EDGE 7O A SFfAITiOJG EXTERIOR SFCATHFNG IEXI!?A FROM EYE'S EDGE TO A POINT AT LEAS7 24 IK INSIDE TI£ 1.8 INSIDE AI.87 BREAK AT NGE PO 7 POTHT AT - 24 IN.INSIDE 71� EXTERIOR WALL LItE OF THE BUILDING. OUTSIDE R(�S DIME ON VRRT / EX r1-R. IOR LWc OF THE BUILDING. J CONT.1!2"OR 5/8"x 1 71z'OO STRIP d PFT ROOF 11 a BEEN RAISED To V X Y m CTTP-PIT PRO.5UPPORTSI RPPuuC PTTCFI,GO 7O BREAK IN PLUMINUM DRIP EDGE 12) fed NAILS INTO EACH TRUSS ALt Duvr TRUSS HINGE FI I n FavF Ft.a, .iJz•oR s/�x 2c' (c\J +< WORK I L 2"D3 STRIP -- G A(.OMIhiJFt DRIP EDGE _� `J�sCTYP_AT BRG_SUPPORTS) __--__-_ _ L C2)19d NAILS TO TRUSS _ OVERHANG SPF=2BLl K EffiJAL GABLE 1xS FASCIA BOARD tllTll Fs6 i pV g ,BUB�ERS NOTES WHEN 'IH DESIGN LIVE 24'OD,MAX FIT R7�SE ICN ALUM.COVERED FASCIA THEN THE DESIGN LNE LORD EXCEEDS 36- 6S FPe{, L RIDGE BOARDS ARE DIST£a I Fn A MIN, ,O I.SOW THEN 7MF HLOCKs SHALL BE AT IE D.0 Mg PEAK OF ROOF TO ALLOW FOR ATTIC VENTILMTIOI,L I .. RATED SOFFIT PERFORATED ScFFFT �? SIId NAIL DIRECT TO STUD _ !// BY BUILDER SPACE RESERVED FOR THE NEW YORK STAMP OF APP£OVFL ,. TE ROOF SHEA'F}tpdG IS CE7N17NUDLlS FROM TRUSSES'To END OF 6Vr7tl-I{yVG- IDP ROW OF SIDIItYT INSTALLED BY BUILDER. IYPTCRI FRONT QR..REOR raa F >z7 FIXED OVERHANG FOLDING OVERHANG FI LD WORK DETATI DFTAiI t;8 SCRI-E: I i/z"=r-(r SCALE: I, i/2•=1'-D" FIELD WORK SITE CONST UCTED SECTION INSTALLED DFTATI tsq FIELD CONNECTION OF LOWER%OF TO 53DEUF'LL: DFTRTf :t0 OVER ROOF SHEATHINGY ' SFERTi-(p.IG P' ' 1Bd NAILS a 8.O.C,2 ROWS STAGGERED FtASHNG ISFTET FIELD WORK FIELD WORK T��' RIDGE 33CRRO TO SIDEWALL • P,?OGE V&VI:SEE N67E sl RIDGE BERM FIELD WORK aP t o { z �RODEIhG MRT'3,FF'L 0 11 11 II AL77.-FhEATE lx6 NAIIfA' I It 11 II °076131 Z IN PCACE(K 2x4 BLOCKIlIG U 11 3( SECONR S SIOEWA3J_ SIOING r$p�iTL� DRIP EDGE Zx4 SLO O II I( 11 I-TPFC?L TRUSSES i 0 If it //-RIDGE VENT IISTALLm PER 11 II J ShEIRTHllVG II II 11 1 f v N��CILLRTIDN INSTRUC ONS. 11 I I I SIDING. y/ SHEATHING,UINOERLAYMENT RNO s u4cLES II II I LATERAL BRACING NYLON STRAP FOR 5ECTION I i I f FLAc!�G. PRE-HA OTHERS) AT IS'WOOD TP,ISS *,EDP DR l5'D.C. 1 SE OTHERS)A7 I N ]MA lSi 24"O.C. !1 I) I RIDGE VENT= SEE SPECIFICATIONS MANUAL TOP CHORD Ck NfC=STa EEppF6➢y5pry 'I�7 FOR TRUSS DESIGN DRAWINGS u�ix,xrl I I1 I STRUICTUIRAL BEAMS JOIST HANGER OR sn,y yx u..IF • mt uo, LRY SHEATHING R lJ�n?�NjOe i`ee II I I L I I lfaly(SITE]II FOOT TRUSS KNEEE114A +on2a. ,Gp�xeJh0. np I Il ROOFING HR7ER 240 MIN. "`^"•��a""a •')",�a` •+nna.p, „y II it .I 11 SITE DISTILLED !'t°OL,EE"q• � MULE' FLOOR !TINT SEE RIL LNGMODULEC ,. RAILS 15d TDE-NATLED� 11 I 1 .II II tl I a 8"¢c,BY I BUILDER II 11 1 i F i DCI>GI'R-WEB 2x4 it 11 TRUSS RRI 5 2.4 PIM 71 11 C 'SITE INSTALLED CEILING-0157 BOTTOM CYDRO J0I5T �LEa,.G¢RYWRLL , MRSTER SERIES ALL MODELS �J ALTERNATE CONSTRUCTION DETAILS SIN,i LE: FXJ'-0-1 {� MUNCY HOMES, INC. SCALE: v7'=1'-D" ALT. FI O0R t 'TI i it occcM 1S67 PR ROUTE 442 QP T TONRI OFF5FT (Ti D STORY I INTTS) MINCY, PR 177SS (TWO STORY I NTTc) SCRLE: 1/2"=1'-0- DRN BY DATE SCALE REV. SHT. N0.QRTRBRS N NE M 3-22-51 s.. 07\71 HCWN 10-31-20D3 71 -- - NOTES I "rcc-c t Sn LLU bT UUILOEI2 +61 Ed NAILS PER SIDE SITE INSTALLED 8Y BUILi7EP. L RL+":.E Bf]RP.LS PRE INSTALLED R MINIMUM OF l"BELOW fWrWPCTURER 5UPPLSES RIDGE PERK OF ROOF TO ALLOW FOR ATTIC VENT-LRTIOFL _ riETPl STRAP HINGE VENT FOR PER w_FnCLRTI°N BY OTME¢S AS PER MP.NJFTICTIERs B Yx1Y PLYLe000 GUSSET SITE 11�T OOR7iER FR�:".E 2z4 SPF•2/=1 AT lE OR 24" O.0 BY BLIILDER IILSTRUJC7I0l`6 2.4,SPr ^2/al I"O.C. 40 PSF LL SNOW ROOF SHERTl@G ylf ?r+SPF =2/ a E6"O.C. PSF LL SNOW _ Zx+ SPF •1 a 12"D.C. LOS PSF LL SOW / 12 � 3 2x5 I SLPPORT SITE FIELD INSTAL LED RIDGE VENT DETRILS I 01 2x6 SPF �2/•1 +a PSF LL SNOW SCRLE: 1 1/2"=1'-U' 2x3 NAILER 3 UZl 2x6 5PF d/•1 60 PSF LL SNOW 90 oaLDSS PSF LL ZETAIL #5 LPERFO.2A7Ep INSTALLED + + PREMAm FRCTUREO WOOD FLOOR TRUSS 2x2 NAILER. ENDS D LT.S TALLID i i ALUM COVERED SIDE 1nA11_ BY OTHERS AT 16'OR 19Y OC MARRIAGE WF4..L 5n SUPPORT COLUMNS- 7'-0"MAX-4D p LL t ' BLACKS SEE TRUSS MFVSJPL 8'-D'MfO:.-n0 TO 1DS PSF Li FQR TRUSS DESIGN CRAWEINGS--��\ FLOOR '�lBCE C011FR BERMS SLPPLIED Pm FIELD INSTALLED By n INSTALLED BUILDER.COLUMN MST BE PBLE -� TO NLTHSTFWO AXIAL LORD OF 1200 L8_ 5/ NGE PnRf-H ROOF FTpj D i-i R' scRLE: 1 1 �r o• THIS ROOF IS SHIPPED FOLDED BACK LP L17 HOUSE �•.STREAM MfL'JOTS, WOOD LE L JOIST HPk GER DOU3LE TR155' . ROOF AND AS` YRLS.Efl(P!SITE BY BU�Lk� STRIP OR JOIST Q2 FIST HpNt[.'ER J QFTRIL 2 CE11-11IG`GIST ` 16da 8'D.C. - 2 ROWS THRU / C. SAIL INTO z d WS Tneu 7'YPICRL SECOND FLOOR ON SITE F�� RAIL O SIOEWFLL OF' Ind NAILS a iS"O.C. .O�' _ I ROOF sHERTNING I BY BUILDER I 12 8 _ BY OTHERS AT OR U FLOOR'CCrRL65 �✓ ti BY OTRUSS RT 1S OR 19.2"CC 1 �� d' � `.�TRUSS ruIWRL ��� tr�l4 +�1 12 ,p✓/ FOR TRUSS DESIGN DRAWINGSL I --.�- HEPOER q�hi [ •b i CE 'c*6 SPACE Y / TYP. SILL PLATE STIZIPM OR WOOD LEt�i� OG¢JBLE CEIL7TIG JOIST 2R SPSL =Z / PROVIDES BEARING SURFACE STRIP OR JOIST YKYJGER 2z6 OR EOURL -2 4� 2x5 2.4 SPF(S) - POST Y BUILDER I `p{ 87 BUILDER R EQUAL STm COLUMN mPj TYPICRL FIRST FLOOR [OPTIONRL ROOF DORMERS OPTIONAL FLOOR TRUSS DETAILS FIELD INSTOLLED DORMER DETRIL scRLE: s/a'=I'-o• SCALE.3/4'-r-g* SLALE:3/4=1'-0•. RVAILRBLE ON S/12 OR 12/I2 ROOF SYSTEMS ONLY D TA� FPSTEM ROOF-FLIP WITH(1) 15d DETRIL t Fj - -C'71aM(2S Trf DETRIL r�9- - TAR 8 APPLIED TO ROOF DECK LYJD..R Fl GF_SY,YL1611T 15 THEN 1 NAIL PER RAFTER j�NOTFG.VAT NRt BLOCKING IS 2xf PUT INTO PLACE 1NO Wa-S FRE To BE?NST�1m TrrinS FLANGE PS AT 15 CC MFK AND IS PEP. MANUF.) TAR APPLIED TO FLANGE a 15-FELT I146TALL£.D f-RLUfl FASCIA RE0UQ2SO FOR A MIN. SHINGLES THEN INSTALLED W/STPPLES UP To FLFWGE 6 MCRE jLL OF 50 P5F. TAR.R;STR IfD OVER FELT 3 Sl4NGLE5 PLACE- METRL 57RP: % As F@YiE 1\ j/ DETAIL - hA4UFACTUREP5 ` I R SNOW oomt.E TRt.l55 FPCH SIDE FOR / �l F CURB �. SPACE 2ESFRVEO FOR THE NEW YORK STAMP OF APPROVAL � /J+ Z OF +0 A MRK LL OF 8°PsF:SNOW TOP CHORD ! PERFORATED SOFFIT i PSr LL MRX Tg(kVFS SEX mNG a0 P5 LL •A, ` 1 SIDE y 'V / 22 1/ ", 22 V2'MRK MINT tI OF TRUSSES JZRTL 8E •� I OF TRUGENT UPON LL RATING- I I OF TRUSS, F1Aq{ING � s*ea+wxowa�mi' � I �\ SK'f IGf iT DETRIL DETRIL _ DETRIL "S" SCALE: r=r-a• SCALE: 1 L2=1'-0" 5 7/12 TRUSS RT 24-"O.C. 5 OR 7/12 TRUSS FIT 16' OR 192" D.C. / T- °J �!1T1 jx 7/12 , 2x+ Mill BLOCK \ . 7/15' TED SF9MTHING OR EQUAL ME-CUT F _ aSTALLATLON By eWLLDER TYP RTTIC ACCESS Rr\1D SKYLIGHT FARMING Tl-U MING OR E SUPPLIED PRE-CUT FOR SITE SCALE: .�i/4=1'-0'• `2z4 MR.BLOM INS TrTON BY � I DETRIL 47 °� 5/12 FOR ON-SITE FFSTENLNG SEE SIT 71 PONT.RIOGE VENT CONTII11CdJ5 VF]•fT SEE NOTE •1 ![ PRE ACT13tE0 WOoo TRUSS TOE-NAIL m 16d NAILS t S1• AT 16•.78Y OR —2a4 TRUSS C"'� 2s8 TO 2" ARIL SEE T�5�GN � F °R L MASTER SERIES APR a s z1us ' ALL MODELS Fasces1mu FRAMING DETRILS `Zx4 TCP PLATE ^_S`FFIT - �" 1 I/Z'x 9 1/4- MICF1 1R1' BEAMS FO OR 60 PSF LL `rro� `, �; MUNCY HOMES, INC- ALUt Ca VINYL U31 1 I/2`z 9 1/4' MICRO11AF1 BERMS FOR 1 LL ST'�OW = o DETRIL "B" SOFFIT`ICKIEp1 SUPPORT COLUMNS- 1Q-S'CC MRX Sl_PL1EO PNO- 1So"7 PR ROUTE 442 SCR 1 L2 1'-O WITrPST�FwQ BRA LOAD OF 430Q La 7° -Ivy }i � MUNCY, PR 17756 SECTION THRU OFFSET ROOF FIELD WORK TIP. SECTION THRU CARPORT DRN BY DRTE SCRLE REV. T- NO- SCPLF: OR7R6F5E NRrE M iL 3-22-51 SFIOWN 5-2-2403 Sa 08\8s �- ... ._. - - _ _ ti..--•• ._ -f - -"q►�,+....xs.,��..:.rs..:....w...r++.:i...•<.j---+. 4.:..✓.:..:w. - :c.,:.».y. -,..»J».,.......�..,-.r..w.�."..!°..d.,�i:,✓....'......�,J'_:.`..,a -n,-...<... w 'q:.w..,« .. P. ....,"`.�.r"^ M w ..,. ._...., ...., ..,, -. ....._.,_..,-.! ....,... .............-_-•.......,.,.,......{ . - . ' _ .. ram.,[�. � fi-� • �\ • ^4 i � 29 . i 'ZK t"T T r . - �I -7` CZ T9, ILL WASTE � & . �� v,••�5 NtED RI BEFORE � PANCY OR • I TEST COVERING — -- —__ : :. OCCU — USE IS UNLAWFUL Nq/L,,Fn~'�� t m -- CG c` " QN Q tr l—a �,. WITHOUT CER1 o IFICATE �.,._�. REgj IV ECTjONS s I �7 .—o - ..._ OCCUPANCY ix, 4 Q r Rt U; ^,E..ER CERTIF TION ` AD CJEPC' EFORE PANCYTNDERWRI RSCERTIFICATE�'N WATER PPR VED AS NaTED REQUIRED .,_CANNOT J D r,ATE, °� X i='cD 2/,to'0F,1go LEA BY: EE: pEPARTIv1ENT AT NOTIFY BUILDING . .. • '• 765-1802 8 AM T�TIONS:PM FOR THE RETAIN Y -N fir z 2n _ p -- --- 1OLLOWFOUNDATIONPETWO REQUIRED STORM WATER RUNOFF FOR POURED CONCRETE PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 2. ROUGH - FRAMING & PLUMBING t _ t,,, �— ,•°A 3. INSULATION Q 4. FINAL - CONSTRUCTION MUST V BE COMPLETE FOR C.O. ` I ALL CONSTRUCTION SHALL . ALL CONSTRUCTION SHALL MEET THE p, ab���aC^E'��S"w`CtH • �~ REQUIREMENTS OF THE CODES OF NEW MEET THE REQUIREMENTS OF THE FRAMING UNTIL SURVEY COPES OF NEW YOiK STATE. YORK STATE. NOT RESPONSIBLE' FOR F, i DESIGN OR CONSTRUCTION ERRORS. 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