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30285-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31533 Date: 04/13/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1380 WATERVIEW DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 7 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 21, 2004 pursuant to which Building Permit No. 30285-Z dated MAY 3, 2004 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 SINGLE FAMILY MODULAR DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to JEWELL Z GONZALEZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-040-023 02/09/06 ELECTRICAL CERTIFICATE NO. 2032983 11/18/05 PLUMBERS CERTIFICATION DATED 05/16//Uf05 CUTCHOGUE EAST PLUMB&HEAT Au hori ed Signature Rev. 1/81 . -7 � I Form No.6 i'E3...{'C% C'.G = t ,.. �;;, T.) TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 Z APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department-with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. �� New Construction: Dl— Old or Pre-existing Building: (check one) Location of Property: MO JA i at.Vl ctJ DA, . So-4-1 U� House No. Street Hamlet Owner or Owners of Property: '&--w�—L _ ^� Suffolk County Tax Map No 1000, Section 7 g Block Lot �S Subdivision Filed Map. Lot: Permit No. 3 C gy Date of Permit. Applicant: S"imc&S j 1313140eE0,.0 oto — �'= C 7U0 _N (v-717 Health Dept. Approval: 1210—O4_ 0O a3 Underwriters Approval: „�3 pj 01 ff Planning Board Approval: Request for: Temporary Certificate Final Certificate: O` (check one) Fee Submitted: $ ,2s- -- O G h -? 7 pplicant ignature � 17 CoS 3 )533 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. 30285 Z Date MAY 3 , 2004 Permission is hereby granted to: JEWELL Z GONZALEZ 1380 WATERVIEW DR SOUTHOLD,NY 11971 for CONSTRUCTION OF A SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR (PORCH NOT INCLUDED) ;SHED TO BE MOVED TO REAR YD at premises located at 1380 WATERVIEW DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0007 Lot No. 025 pursuant to application dated APRIL 21, 2004 and approved by the Building Inspector to expire on NOVEMBER 3 , 2005 . Fee $ 1, 297 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 " P � P :O Pr�Prc�rJcPrrJ3rE3J LrL3. rL3PPCPFE3fPPC IIs 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY c5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 BRIAN BROOKS ELEC. INC. JEWELL GONZALEZ 5 BOX 1001, 455 BEEBE DR. 1380 WATERVIEW DR �5 5 CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 5 eS 5 Located at 1380 WATERVIEW DR SOUTHOLD, NY 11971 5 5 Application Number: 2032983 Certificate Number: 2032983 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 ,C7 Basement,First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other �5 5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of November,2005. 5 55' Name OTY Rate Rating Circuit Tyne 5 5 Miscellaneous 5 L5modular house 5 � N.Y.State approval#19-25139 S 5 5 Mfg. Apex Homes 5 serial#8289 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Appliances and Accessories 5 Furnace 1 0 Oil r5+Pump Motor 1 0 1 H.P. 5 Air Conditioner 1 0 30 Amps 5 5 Wiring and Devices 5 5 5 Outlet 6 0 Fixture 5 Fixture 6 0 Incandescent 5 5 Outlet 5 0 General Purpose 151 5 Switch 5 0 General Purpose r5 5 Receptacle 1 0 GFCI seal 5 Disconnect 1 0 60 amp Air Conditioner ? 5 Continued on Next Page 1 of 2 ME 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S O rJcPrJrJ'L3cPtP cP tJrJrJ�cPrJ� cPcPcPcPcPr l�rJcPcPrJrPrJrJcPrJcPcPrJrJ arJrJcPrJ�rJcPcPrJrJrJcPcPrJrSrJrJ orJ acPcP O aLar rJL rJE3r W crrrPL�nrrr rQ r�r3�r nrn��rrcrrr�n�n�nr I �rr����n�ncrrr�nr�r�r��I��nrr�lrs�lr r3 co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 BRIAN BROOKS ELEC. INC. JEWELL GONZALEZ 5 SBOX 1001, 455 BEEBE DR. 1380 WATERVIEW DR S 5 CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 C� Located at 1380 WATERVIEW DR SOUTHOLD, NY 11971 5 Application Number: 2032983 Certificate Number: 2032983 555..577 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 Basement, First Floor, Outside, c5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 18th November,2005. 5 Name 2 Rate Rating Circuit Type 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: I 5 5 5 5 5 5 5 5 5 5 seal 5 2 or 2 rrr5 D"I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 oLs �s� �n��n��rnrrrr��s�n�n�ns�����n�n�n�nrrs�nrr�n�n�res ��u�n� E M � � 3 o -2 Town Hall,53095 Main Aoad Fax (518 785.1823 P. O. Fox 1179 To ephone( ;18) 788.1802 Southold, New York 11971 OFFICE OF THE BUILDING,~ INSPECTOR TOWN OF SOUTHOLD C B It T I F X C A T I o N DAT8 t k ..r Building Permit No. 30 L S'Y, owner: Gon7..Lle2 (please print Plumber: (please print) I certify that the solder used in the water suppler system ! 3 cont41,01 l0aa than 2/10 of 1% lead. a a � } $wprn ;to before me this i day of SUSAN J. NnrY Notary of New York Notary Public, County No t , '; Qu «e re drt Suffolk County �� Cnm i � :gun Expires May 20 STEPHEN ROSSETTI ARCHITECT 30 WARFIELD WAY SOUTHAMPTON,NY TELEPHONE:631-283-5352 December 15, 2004 Town of Southold Building Department 53095 Main Road Box 1179 Southold,N.Y. 11971 Dear Sir, With regards to the Building permit of Jewell Gonzalez, 1380 Water View Drive, Southold, Building permit # 30285Z. At the request of Stacy Bishop I visited the above site and inspected the waste and vent piping filled with water and found the system to be sound condition and no leaks were observeved. If there are any questions you may have please call me at 631-283-5352 D Respectfully submitte Stephen Rossetti- Architect ho��oF saulyO6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL /`2 ', [ ] FIREPLACE & CHIMNEY FIRE FIRE SAFETY INSPECTION REMARKS: lQ� O r DATE ���� �� INSPECTOR �� AOf SOplyo� o�tnurm �Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �� V son f � N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I L'ATI [ ] FRAMING / STRAPPING [ FIN/ yL [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION REMARKS: S �+. ^ CJ � DATE �5, O INSPECTOR �aOF SOUryO j 3o � � � ©# coulm ��r TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 J` INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- � f1L ` u DATE � ,��, INSPECTOR A s �77a sy�K<o SI-ID/Wv� G1-eaS> Dv��-'S 36 765-1802 BUILDING DEPT. INSPECTION [ ] F DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. JNSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `-^? �r C-7LO 714o DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) r ----------------------------------- ply FOUNDATION(2ND) �J y ROUGH FRAMING& PLUMBINGOil 02—�7- 3 Aoeuk- T/r�/�J� 6 x f C ------------ 1 FINAL' i ADDITIONAL COMMENTS 7 v 0 r n x r e rm b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3ozk-g5'-Z Check Septic Form N.Y.S.D.E.C. Trustees Examined,lre ,20 O� Contact: Approved_ ��3_,200J Mail to: Disapproved a/c Phone: Expiration .3 20DS' 'Building g Insp for APR 2 1 2004 APPLICATION FOR BUILDING PERMIT Date �0%r L 20 INSTRUCTIONS OY a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. aV ( ' ture of applicant or name,if a corporation) (Mailing address of applicant)7las-6 7/7 State whether applicant is owner,lessee,agent, architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises��_r.t ccL 60 14 r>Z- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title/off corporate officer) Builders License No. / truzc= fu<�uv✓o J y /�ro� s2NJ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1386 k7 SbA7740421 House Number Street Hamlet County Tax Map No. 1000 Section 7 8' Block 0 -7 Lot 02,4 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: - a. Existing use and occupancy 'L2 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building 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 If garage, number of cars ' _ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Ca� Reaz � Depth Height ^.7 3 ' G 'r Number of Stories 9. Size of lot: Front /0c) ( Rear 1,;2 Depth /� 3 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES___NO 13. Will lot be re-graded? YES NO—Will excess fill be removed from premises? YES_-NO-9- 14.Names of Owner of premisesAddress/3b va:rGr_vie.,J iJw, Phone No. 76 S-(, 7G f Name of Architect Address Phone No Name of Contractor esu t UKc' S'je r-0vV0,^6J Address/&0 wo a�,zvru-j ae- Phone No. -76,S' -67/ 7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) SIf A Cc_V 13 i f N 66' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A6Cw- (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 th' ,// 20 a T -- ��' i/o ot#y Public gnature of Applicant JOYCE M.WILKINS Notary Public.State of Now York No.4952246,Suffolk County Term Expires June 12, ;too,? Applicant/ Dale. Owners Name: A&_4,e� _ Reviewed: Architect/ 8 Engineer: �'.� �� ; - Date SCTM M: Submitted: District: 1.000 Section: ? Block: —7— Lo(: ods Project _ Subdivision L.ocalion: h?,1ia (, a,-� o ,l � Name: Single separate Require ccr 1fication: Lyes/ Rcy. Req, Zoning 0istrict:� (1,01 size: �U� Actual: 6 7 1 Req l Req. )Lot coveragcp Proposed r p � i Wront Yard proposed:_ Req.(Side Yard )�` Proposed: I �� �_) [Rear Yard Proposed- Project Description: AGENR MITS i"`° °7^` gt/03 REQUIRENO YES E � Suffolk County Health Dept. lC J- 06TH New York State D. E. C. ./ Town Trustees 'gown Zoning Board approval: .� l Town Planning Board approval: _l l Flood Plane Elevation??? Flood Zone: Notes.: Y'T,Altz_�, �) £S � , 'G� 6vvt"_� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/21/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 116 Total Paid: $10.00 Name: Gonzalez, Jewell Z. 1380 Waterview Dr Southold, NY 11971 Clerk ID: JOYCEW Internal ID:92664 TOWN OF SOUTHOLD - PROPERTY RECQRD CARD OWNER STREET VILLAGE DIST. i SUB. LOT FORMER OWNER N E ACR. S V�'n � ✓ TYPE OF BUILDING ✓� ,y-� 'PES.,?-/o I SEAS. ! VL FARM COMM. CB, MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS o f) .Z 90 $`o6 2 s/ 3a111' �o a Tao 7 o do,r� S/ ItWl 700 x{800 ,Sao 3 .a ai 3 �Ah;/ rRe �i°7�" . `f-?Y '1V3 Gjme (ri'CN2ALP2-7d 72 o v moa / 2-00 /60 it4 is' 3 a Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH i ro A ✓ House Plot. BULKHEAD Total i COLOR c�/ TRIM - — STT � -- ---- M. Bldg. L 10 3 ° — z n —4— Extension Extension y'" a Na ✓ 30 �, 7y o �� Extension Extension Foundation y Ba 4 th Dinette Porch i 5' X iBasement Floors Porch K. - _ Ext. Walls Interior Finish — -- t•_. . s LR. y Breezewa 4:_'� Fire Place Heat { Garage cz x 2 ✓ 'Type Roof DR. 00 8d Rooms lst FloorBR, Patio Recreation Room Rooms 2nd Floor FIN. B O. B. - Dormer L = Driveway Total - 7 74 � vN PerutitNuutbcr Ju✓ REScheck ColmpliaLn a Certificate Checkod.By/Datc New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Is Data filename:Y:UZ.E8check\11/38•rck TITLE:QN.117381NY COUNTY: Suffolk STATE: New York HDD:5750 t::ONSTRUCTTON TYPE:Detached 1 or a Family HEATING TYPE!Non-Electric DATE: 02/11/04 DATE OF PLANS:2/11104 PROJECT INFORMATION: FUTURE SURROUNDING/JEWELL'CIONZALEZ N COMPANY INFORMATION: � APEX BONES,INC. • 247 US I4WY 522 N. a a ' b>mDLEEU1tC,PA 17042 • COMPLIANCE:Passes Maxinamt UA-330 Your Home UA r,327 0.9%..Better Than Code(UA) Gro.: f3taAnLl, Area or Cavity Cant. or Door FPcdmt r -Value R-Value U-Factor UA Ceiling I:Plat Ceiling oT Scissor Truss 2063 3n.n 0.0 72 Wall l:Wood Pratne, 16"o.c. 1332 19-0 0.0 54 Window 1: Vinyl Frsme:Double Pane with Low-13 248 0,250 62 Door 1:Solid 38 0.260 10 Door 2t Solid 19 0.130 2 Door 3:Glass 40 0.260 10 Door 4:Glass 40 0.260 10 Door 5:Glass 40 0.260 10 Floor 1: All-Wood Joiat/Tn+ss•Qvrr Thimmditinned Space 2063 19.0 0.0 97 COMPLIANCE STATEMIBNT: The proposed building represented in this document is consistent with the building plans, speciftteations,and other calculations submitted with Otis permit application. The proposed systems have been designed to meet the New York State Energy Convcrvation Ccustruction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best ofhisAter knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. s�ilder117aafgnar 'c�n.ar-_' 5 '"'- nate T`l A 20/ZO 'd Z066£Z£OL5 ON X66 MOM RISK NOSH Wd LMO 186 VOR-OE-UV Apr . 27 . 2004' 2 47AM Apex Homes , Inc. 'JI I =1eNo . 2309a-" P • 222/k'=1 y�. e � N STATE Or NEW YOlett -DEPARTMENT OF STATE 41 STATE STREET . . •' ALaANY, NY 1213.1-0061 GEONOL E..PAY�w . .,gwror A. 0"LLA . ' Ga�droe staa,�erAlw e.arAT% February 25, 2003 htr.t'setnge C]arfi Vice President of Operations Apex Heroes Inc, 247 US Higbway 522 North 1Niddlebw&PA 11004. VLA FACSIMII•E TRANSMPTTAL RE:M 1].68.OL074 System approval• CONDMONAL Dear Mr.Clark: issued herewith-in response w your Depember 06,2002 'appllcizion.for approval of a Detached One- and Two-FunllyDwellings and Multiple S1ngl4-Family.Dwcllings(Totvnhousa)$ystemofModels is Factory Nituaufaetured Building Approval designated M 1168-111.074, as authosized'under Part 1281 or the Uniform Fire . Prevention and Building Code_ _ r 3alldmp manufactured wader this approval are limited to ilbstalladon oa sites iae.tfag*A fogawiag critmis: L' no,setatolewDulgrt Category as determinedby geographic locattoa sad sol.she Cls!!L liwhed r follows: Salmle Design Category A,I1,C tier Detached Ola-sad Two-Tam11y][1170age- L Calculations fur Elbow drifting on lower roof!& sliding snow loading toust,be.esplicidy addreased for .xu tndiridual plan aubtniaaioh:-i"abwfar loaufog riir v+jui(hin'ine tyelem'(Yncn' drift-c.:arYj ra::.. �c specified fur each individual submission. The plan submission must include-engineering dais for structural members w.Wah'will addrvaa the ineramcd loadingwithin the drift area. Supplemental Condidons of Approval In addition,the conditions under which system approval is&mated srv; 1.The mmtufacturcr isto submit to the Division a duplicate of the permit sot for each dwelling to be installed in New `fork State. Each parmit set is,to be sealed and signed by an architect or engineer registered in New York $cote and is W bast that urchiret or:npneer s certifrc won that"the plans and ipcciFinadoris of the permit set arc derived frum wid consistem n'ith the plans and specirimouns associated +vith this approyal on file with the .Diviswn and this conditional approv;d later." The certifying architect or engineer may not be affiliated or associated with the manufactvrer's quality Lutur *ce agency. The following are specific requirements regarding the contents of die permit act. I.I.A act of drawings comprising at a tnitrimum: 1.1.1 Carver sheat which contains information on: .'Project location • Design criteria; listing of applicable design loads such as Ground Snow Load, wrw,A05.arATt.NY.U! ` tt'MA141 IMra>�DOl,lTAT6-Nr.YS IDN _ 50o . 230348'xP • 3.wy3 J'i Apr • 27 • 2004' 3 :48AM Apex Homes , Inc- Mt. Gcorgc Cluk February 25, 2003 Page#2 - Seismic Design.Category,Wind,Speed.Live Loads,Dad Loads,etc. -Applicable building codes and design speeiflcadona • Energy code information:.statement by profeasiotra)'af compliance with E"crV Comervadon Constructlon Code of Now York Stare, 2001 FAtion. Method of compliance and pertinent documentation shall be.provided. -.,0=P%acy eldssifseatim -Consauction type ela"Mcadon •General rotes -Index of drawings Manufacturer's title bloaL • Certification, by design professional, of derivation from approved system set drawings and this conditiaoai approval letrar 1.1.2 E avations 1.1.3 Floor plans.which convey the information on: -Required and provided 11gb4 ventiladoa.egtaas,window and door schedules Unambiguous identification ofstru -9 members -Smoka Actectors and GFO 1ntllrupt protection. 1.1.4 Foundation plan 1.15 Building cross section with information on: Building integration(module connectimts) detach •Location of required rue stopping -Roof mus bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such u sliding,dti$]ng or unbalanced snow load eanditioas) 1,1,?Non-typical details(such as prow roof,cantilever beams,etc.) 1,2 Summary of references to system for selection of structural members. 1.3 Each page of drawings,and calculations should be signed, scaled, and dated by New York State ggistered design professional. 2: The manufacturer will submit a weekly report summarizing (listing)all permit sets with information about project location,production serial number, ,+red NYS insignia number, 3.The manufacturer will promptly address the deficiencies of submittals, 4. The system conditional approval is subject to lamination upon evaluation of compliance with the provisions of•the Uniform Cade. S. The Division will conduct qualiry control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Reaidennol Cade a/New York State. Deficiencies will be reported to Manufacturer nice and are to be promptly addressed The approval is indicated by the New York Statc Department of State"Stamp of Approval" placed on the accompanying stn of plans and by the qualifvine letter dated February 25, 2003 A cop;• tet the f>rrt turn ppg.cs of this lever shall ,iccomp:+n; a�cti pct oGpl:w9aubmmed fJr a butldin permd and be deemed a d1)q iC:uc on final. Cxorge E.Clark,Jr. Dirscum Division of Code'Enforcement and Administration enclosure cc:PFS Corporation 02-094CAL.wpd STEPHEN ROSSETTI 1 - 4M ARCHITECT 36 WANFIEI.11 WAV Sol tIIAWFOX Nt" -_.._. TELEPHONE:631-7Sb6J.0 May 2, 2003 Town ol'Southoki Building Department 53095 Main Road Box 1179 Southold, N.Y. 11971 Dear Sir, With regards to the application for a building permit for the Gonzalez residcnee, 1.180 Water view Road, Southold,NY. We are omitting the front porch as shown on the drawings. If there are any questions you nuty have please call me at 631-283-5352 Respectfully submitted, Stephen Rossetti-Architect O N r � JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 1 OF 15 D E S I G N Architects•Enoineers•Su"evors CALCULATED BY $�E DATE 2/16/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY _ DATE J/Z 7�U Phone(570)323-6603•FAX(570)323-9902 7 SCALE Wind Analysis and Shear Wall Il2 ion ( — Criteria —j I Design I na I I ` I Building Descriotiom 'Modular Single Story, wood frame construction, with 7:12 storage truss roof Attached garage, Modular Single Story, with 7:12 storage truss roof Codes : I Residential Code of New York State(2002) Wood Frame Construction Manual (1995) Location: Southold NY Suffolk County Basic Wind (Speed V= 120 mph` RCNYS Figure R301.1(4) this location is in a special wind zone. Use 120 mph for calculations) Per RCNYS R602.10.10 and R301.2.1.1, Engineered Design in accordance with the AF&PA Wood Frame Construction Manual is permitted for basic wind speeds greater than or equal to 110 mph(3-second gust) — Therefore, design will proceed per WFCM 1995. ' i ! i _ 1 �jj T i f m A 77 — — � } SSI L A R S o N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 • SHEET NO. 2 OF 15 G E S 1 G N Architects•Enoineers•Surveyors CALCULATED BY SJE DATE 2/1 612 0 0 4 G R O U P —�— P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 12 �Q- Phone(570)323-6603•FAX(570)323-9902 SCALE +— -�---�— Per WFCM 1 1995 SBC High Wind Edition, Engineered Design: 2.A ahcability l '2.1.3.1 -Mean Roof Height Adjustment ; Mean Roof Hei ht h = 13.25 (feet g Maximum Mean Roof Height allowed = 33 feet Meets mean roof height requirement Table values es ma be ad 1usted per footnotes. :2.1.3.2 Floor Systems a. I Floor Framing maximum span = 15.75 (feet Maximum allowed =' 26 feet _ T_ Meets re 4uiremen 1 b. Member spacing = 16 inches on center -I Refer to drawing sheet A38 Maximum allowed = 241 inches on center Meets requirement. T� c. 1Floorsetbacks/cantilevers = 0 !inches Supporting a load bearing wall? jJoist depth: Joist span: inches Maximum allowed = 0 inches Meets requirement. d. Vertical floor offsets = 0 'inches ' Joist depth: 9.25 inches Maximum allowed = 9.25 ''inches Meets requirement. —r- e. Floor diaphragm aspect ratio: Width: 31.5 (feet Length: 64 'feet Meets 4:1 requirement. f. Maximum Diaphragm opening dimension = 8.667 !feet Maximum allowed= 12ifeet Meets lesser of 12'or U2 requirement. 2.1.3.3-Wall Systems a. Wall Height= 8 feet Refer to drawing sheets A 1.4, A17 1 Maximum allowed = 10 feet Meets requirement. b. 'Wall Stud Spacing = 161 inches on center ,Refer to ResCheck. Maximum allowed 24 inches on center Meets requirement ��— �— c. Sheanvall plan 0 feet offset- +M—axxiimum allowed = 4feet i Meets requirement 1 rz s o N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 3 OF 15 E S I G N Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/16/2004 G R O U P bee_P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY Y`R., DATE ? Phone(570)323-6603•FAX(570)323-9902 SCALE 2.1.3.3-Wall Systems (cont'd) � t . �- d. Shearwall Elevation Offset= 0 m I ches ' 'Joist de the 9.25 inche P s Maximum allowable = 37 inches ' -- + Meets requirement. �— e. Shearwall Segment Aspect Ratio: j — Wall Height= 8 'feet Wall Length = 2.7083 feet Meets 3 1/2:1 requirement. Note: 1 2.286 at is the minimum shearwall length to meet this wall height/aspect ratio. f. Load Transfer: Band Joists, blocking or other methods are provided to transfer roof, wall, and/or floor loads from 'upper stories. See drawings A34,A35,A36.1, A38, and A48. Meets requirement I 2.1.3.4-Roof Systems j a. Roof Framing maximum span = 15.75 feet (on the horizontal projection) Maximum allowed = 26 feet Meets requirement. 11 lb. Member spacing = 16'inches on center Refer to drawing Al.4. Maximum allowed 24"inches on center Meets requirement. c. Roof Overhangs= 10 inches ;Maximum allowed = 24 inches Meets requirement. d. Roof Slope = 71:12 Meets the requirement. e. Diaphragm aspect ratio: Width: 31.5 feet Length: 64 ,feet Meets 4:1 requirement. This home meets the applicability requirements for Section 2.1.3 for Engineered Design per the 1995 SBC High Wind Edition WFCM. Continue with Engineered Design per WFCM. eNote: Applicability requirements were checked for the main home portion. The attached garage ��es, by inspection, meet the applicability requirements. L A R s o N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 4 OF 15 E S 1 %t! Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/16/21)04 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY Alf` DATE T(7 Phone(570)323-6603•FAX(570)323-9902 SCALE "Uplift Connections-Main House (WFCM 1995; Section 2.2.3 and Commentary 1.1.2) j —s� Loads: II - TL _ Roof/Ceiling Assembly-L-7l0 psf Roof Span: 31.5 'feet Fastest-Mile Wind Speed: 100 mph (equal to 120 mph 3s gust. See RCNYS Table R301.2.1.3) From Table 2.2A: , Roof Span (ft) ! Unit Uplift Loads (plf) 382 31.5 480.8 36 540 * Interpolation permitted by 2.1.4; Roof to Wall Connection Loads: see Table 2.2A footnote(s) for reduction factor(s) One Story main house, within 6.3 feet of the corners = 384.6 plf - One Story main house, at least 6.3 'feet from the corners = 269.22 plf Wall to Foundation Connection Loads: see Table 2.2A footnote(s) for reduction factor(s) � One Story main house,within 6.3 Meet of the corners I= 318.6 plf One Story main house, at least 6.3 feet from the corners 203.22 pif Uplift Connections-Attached Garage Roof Span: 23.667 feet ' From Table 2.2A: 4 Roof Span (ft) Unit Uplift Loads(plf) 24 382 T:ERoof to Wall Connection Loads: see Table 2.2A footnote(s) for reduction factor(s), One Story garage, within 6 feet of the corners 305.6 'Iplf One Story garage, at least 6 feet from the corners �} 4, 213.92 plf - Connection Loads: I isee Table 2.2A footnotes) for reduction factor(s)' Jf �/ One Story main house,within I6 feet of the corners 239.6 p sI� If — '— L� One Story main house, at least 6 feet from the corners 147.92'plf _ .� - - I L A R S O N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO, 5 OF 15 c E S 1 C,—.%�jArchitects•Engineer;•Surveyors CALCULATED BY SJE DATE 2/16/2004 R O P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Q 2-7 a¢ Phone(570)323-6603•FAX(570)323-9902 SCALE Uplift Connections (cont'dl T Connection Design:f _ jConnections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use Simpson Strong-Tie straps to provide the required interconnection. (Alternate connection methods may be used, if they are satisfactorily proven to resist the listed loads.) Main House: Location -- Roof to Wall Connection (Truss/Rafter to Stud): Connector Simpson Strong-Tie H6 with 8-8d nails into rafter, 8-8d nails into stud Allowable load: 820 'pounds Re 'd U lifts Max. Usable* Load Spacing Spacing One story main house, within 6.3 feet of the comers 384.6 - plf 25 in. 16 in. One story main house, at least 6.3 feet from the corners 269.2 plf i 36 in. 32 in. Wall to Foundation Connection: !Connector: Simpson Strong-Tie MSTAM36 - Allowable load: 1915 pounds' Re d U lifts Max. Usable* I ' i Load � SDacing Spacing One story main house, within 6.3 ,feet of the corners 318.6 72 in. 48'in. One story main house, at least 6.3 feet from the corners 203.2 113 in. 48 in. �Garage: Location f Roof to Wall Connection (Truss/Rafter to Stud): Connector: Simpson Strong-Tie H6 with 8-8d nails into rafter, 8-8d nails into stud Allowable b e oal I d 820 pounds Re 'd U lift; Max. Usable* �- Load Spacing Spacina One story garage, within 6 feet of the corners 305.6 Of 32 in. 32,in. One story garage, at least 6 feet from the corners 213.9 plf 45in. 32 in. Wall to Foundation Connection: - f ''Connector: ;Simpson Strong-Tie MSTAM36 Allowable log - 1915 pounds" Re 'd U lift) Max. Usable* IL Load SDacing Spacing One story garage, within6 feet of the comers 239.6 ' 95 48,in. One story garage, at least 6 feet from the corners 147.9 155 in. 48 in. - I *Usable Spacing based on 16"truss/rafter and stud spacing. LP A R S O r l JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 6 OF 15 E S I G N R O . Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/16/2004J G P.O.Box 487•Williamsport,PA 17703-D487 CHECKED BY DATE 2 Z 7 0%- Phone(570)323-6603•FAX(570)323-9902 SCALE Shearwall and Hold-down Design -Main House Shear wall panels will be limited to the exterior walls if possible. Refer to diagram for locations. — —� Determine total shear loads: I Roof Pitch = 7:12 Roof Span = 31'-6" Roof Dia hra m Unit Load (perp. to ridge): 300.6 plTable 2.56'. Floor Diaphragm Unit Load (perp. to ridge): 285 pit ' Interpolation from Table 2.5B: Y Roof Span (ft) Unit Lateral Loads (plf) 24 260 31.5 300.6 36 325- Roof 25-Roof Diaphragm p agm Unit Loadarallel to ridge):(P e 9 ) 188. P8 . If Table 2.5C Floor Diaphragm Unit Load (parallel to ridge): 205 pit Interpolation from Table 2.5C: Roof Span (ft) Unit Lateral Loads (plf) 24 170 ' 31.5 188.8 36 200 FF ___TF - -- L sa rz S o N JOB Apex Homes, Inc. QN-11731 LDG: 6314-001 SHEET NO. 7 OF 15 E> E S I G N Architects•Engineers•Suwevors CALCULATED BY SJE DATE 2/16/2004 G R OU P // P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY ,cY/�C DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Shearwalls in Main House Tj j Imo' —I Tt� Total shear capacity requirements root root - -- ' V =w xL —i i vnoor—Wfloorx L — tj W d Perpendicular to Ridge: _�� —wroof=P Vroot= 19240 Ib Wnoor= 285 'plf ' Vflgor= 18240 'Ib L- 64 !ft j j , Assume 1/2 total shear is resisted by exterior walls at each end: Vrcofl 9620 Ib VnooI 9120 alb — 2 j } 2 -- j Wind Parallel to Ridge: !wroof 188.75 If V = 5 4 - - root P root 9 5.6',Ib wnoor 205 'Plf IV 6457.5 lb - !B= 31.5 31.5 I'Ift Vroofl ='2972.8 Ib Vnoor = 3228.8'lb 2j 2 - @ First(Floor Level, Shearwall supports roof and ceiling: _ PP :g _ V5 - Vroof Perpendicular to Ridge: 9620 Ib Parallel to Ridge: 2972.8 lb I Wall length available to resist wind perpendicular to ridge (Left and Right watts): �^ L(left)= 28.625111L(right 12.667$ Vs(Ebel Floor)= 759.47' I ' Wall I en th i 9available to resist wind parallel to ridge e (Fron tandRearwalls): _ 1 (front)= 44.25 rft L (rear)= 32 ' ft i Vs(Firat Floor) =' 92.9 plf ' T- — I I I L A R S o N joB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 8 OF 15 E> E S 1 G N Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/16/2004 G R O U P y/ A P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 I {ISCALE I Shearwalls in Main House cont'dI Check wall assembly capacity: TMember specific gravity(G) 0.42 ! L !Shea l table value for material x 1.4 Wind increase x#of sides sheathed rLeft and Richt walls- First Floor panels: 7/16"OSB with 8d nails @ 2"D.C. panel edge nailing (exterior)= 819 Table 3B-WFCM Supplement Provide 3"nominal supports at adjoining panel edges and stagger nails.✓ 11/2"GWB with 5d cooler nails @ 4"D.C. panel edge nailing = 125 Table 36-WFCM Supplement and 10"D.C. at intermediate supports (interior) l Shear Capacity= j 944 plf ! !Shear assembly is ok. Front and Rear walls- First Floor panels: 7/16"OSB with 8d nails @ 6"D.C. panel edge nailing (exterior)= 322 Table 3B WFCM Supplement 1/2"GWB with 5d cooler nails @ 4"o.c. panel edge nailing = 125 Table 3B-WFCM Supplement and 10"o.c. at intermediate supports(interior) Shear Capacity= �7 �pif -4 Shear assembly is ok. j Check required length for Type-II wall design:' Shear Capacity of wall assembly: 944 plf(Left and Right) 447 !plf(Front and Rear) "Maximum Shear Forces: Minimum Type I wall length to resist shear load: Perpendicular to Ridge: 9620 Ib 10.191 feet Parallel to Ridge: 1 2972.8 Ib 6.6506 feet Front and Rear Walls Percent of Full Height Sheathing on 8'wall 0,5 Maximum Unrestrained Opening Height: 6-8" —� Type II Length Increase Factor: 1.43 ; Table 3.16. Required length of Type II (perforated)shearwall =Type I wall length x Type II Length Increase Factor !Type II length required = I I I Parallel to Ridge: 9.5103 ifeet (Front and Rear walls) Use Type II shearwalls. Design hold-downs for ends only Ji Left and Richt Walls ! Percent of Full Sheathing -1.4021 8'wall: 0.4021 Maximum Unrestrained Opening Height: IT-6" ! r (Type II Length Increase Factor: Type II length required Perpendicular to Ridge: 16.305 feet (Left and Right walls) - e II Walls may not be used. ! - PT y 1 -- L A R S o N joB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 9 OF 15 L> E 5 I G N Architects•Enotneers•Surveyors CALCULATED BY SJE DATE 2/16/2004 G R O U P y4 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY NKK- DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Hold-down Design-Main House: _- iT-vxh Main House: 1 I ---r i i I i I I i @ Left and Right Walls, First Floor module to Foundation Wall: 944 x 8 7552 pounds, _ Use USP Structural Connector TD7 with(1)3/4"Anchor Rod w/12"embedment, and(3) 7/8"through bolts to double stud. (7600 lb capacity)Double studs required. I @ Front and Rear Walls, First Floor module to Foundation Wall: = 447 x 8 7 _ 3576 pounds Use USP Structural Connector TD5 with (1) 3/4"Anchor Rod w/12"embedment, and(2)3/4"through bolts to double stud. (4180 lb capacity) Double studs required. I i I I , I _ Note: All hold-down and uplift strapping must be coordinated between home manufacturer and P PP 9 builder, and installed in accordance with the product manufacturer's recommendations. Alternate anchors may be used in place of the specified connectors, if they meet or exceed the stated loading requirements. i I L. n R S o N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 10 OF 15 b E S 1 . N Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/16/2004 G R O U P �eJ P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY 1�7�L' DATE O�'- Phone(570)323-6603•FAX(570)323-9902 SCALE Sliding(Connections -Main House J _ � I Verify Anchor Bolt Spacing: 1 T Typical Anchor bolts are 1/2"diameter at 4'o.c., maximum. Anchor bolts shall be provided within 12" of the ends of each sill plate section. Shear/Lateral capacity of various anchor bolt spacings: Z;i 570 lbs. ((Table 8.2E,ANSI/AF&PA NDS-1997) CD _ 1.6 Z. 912 lbs.[ Bolt Spacing: Shear Capacity: i feet plf 4 228 +H 1 3.5 260.57 Required Capacity: 759.47 plf 3 304 Use V-0" o.c. 1/2" dia. anchor bolt spacing. j 2.5 364.8 OR: -- 2 456 Alternate anchor bolt: 5/8"dia. 1.5 608 Z;; 820 lbs. (Table 8.2E,ANSI/AF&PA _ —1.333 684.17 CD = 1.6 NDS-1997) 1 912 Z. _ 1312 lbs. + ! 0.5 1824 j Req'd spacing = 1.73 ft on center Use V-8"o.c. 5/8"dia.Anchor bolts/ Verify Module Connection to Sill Plate: Typical Module to Sill Connection made with 16d toenails at 6"D.C. Connection capacity at various spacings:• Z = BS lbs. (Table 12.3A,ANSI/AF&PA NDS-1997) CD 1= ! 1.6 Ctn i= 0.83 Z' = 108.21 lbs Cg = 0.9259 J_ — Nail Spacing: Shear Capacity: inches plf 16 81.1561-- -- 12 108.21 Required Capacity: 759.47plf 6 216.41 Toenails alone are not adequate. 4 i 324.62 Use alternate fastener with appropriate spacing. } 3 432.831, —Suggested alternate typical fastener: 2 649.24 USP Structural Connector MP4F(710 lbs capacity) spacing. (852 plf capacity) ,Type 1 installation with 8dx1 1/2 nails i L A R S O N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 11 OF 15 E> E S 1 G N Architects•Engineers•S=evors CALCULATED BY SJE DATE 2/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY Imo/f�- DATE Z OT Phone(570)323-6603•FAX(570)323-9902 SCALE Shearwall and Hold-down Design -Garage _ Shear wall panels will be limited to the exterior walls if possible. Refer to diagram for locations. Determine total shear loads: ;l Garage: Roof Pitch�7Pitch�:12 j Roof Span = 23,-8" i Roof Diaphragm Unit Load (perp.to ridgeY 260.0 pi Table 2.513' Floor Diaphragm Unit Load (perp. to ridge): 285 plf Interpolation from Table 2.5B: Roof Span (ft) Unit Lateral Loads (plf) -- 24 260 77i Roof Diaphragm Unit Load (parallel to ridge): 170.0 plf Table 2.5C Floor Diaphragm Unit Load (parallel to ridge): 205 plf Interpolation from Table 2.5C: Roof Span (ft) Unit Lateral Loads(plf) 24 170 I � 7Pi j i — i I I i , -- - r L A R S O N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 7 OF 15 E S I G N Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/17/2004 G R O U P y� P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY (✓7/C DATE 7-17 -110( Phone 1 zJ O( Phone(570)323-6603•FAX(570)323-9902 SCALE �Shearwalls in Garage � Total shear capacity requirements P tY 9 V =w xL roof roof ' i I ! i Vfloor=WBoor x L Wind Perpendicular to Ridge: 'Wroof= 260.0 Iplf Vrggf= 6240 'lb 'wfloor= 285 Tplf Vfloor= 6840 Ib L= ; 24 1!ft -Assume 1/2 total shear is resisted by exterior walls at each end: j Vroei = 3120 'Ib i Vfloor) = 3420 Ilb _ 2 2 Wind Parallel to Ridge: carom= 170.0 Of V oof= 4023.411b Wfloor 205 plf Vfgor= 4851.7Ib B= 23.667 ft _I Vroot =I2011.711b Vfloor = 2425.9 Ib i I I I i i @ First Floor Level, Shearwall supports roof and ceiling: Vs.= Vroof 11 Perpendicular to Ridge: 3120 Ib 1 Parallel to Ridge: 2011.7 Ib I I I I r Wall length available to resist wind perpendicular to ridge(Front and Rear walls): L (front)= 17.92 ft L(rear)= 20.878 ft us(FirstFloor)=1174.11 plf _ Wall len th available to resist wind parallel to ride Left and Right walls): 9 P 9 ( 9 ) L(left)= 18.25 ft L(right)= 8 ' ft us(First or) Flg = 251.46 i plf ' —T '_ — --T — �—t— ,_— L A R S o N JOB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 8 OF 15 O E S 1 G N Architects•Enoineers•Surveyors CALCULATED BY SJE DATE 2/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17708-0487 CHECKED BY 171 c DATE 710 Phone(570)323-6603•FAX(570)323-9902 SCALE - — Shearwalls in Garage confd Check wall assembly capacity: Member specific gravity(G) Shear capacity=table value for material x 1.4 Wind increase x#of sides sheathed Front and Rear wall- First Floor panels: 7/16"OSB with 8d nails @ 6"D.C. panel edge nailing (exterior)= 322 'i' Table 36-WFCM Supplement 1/2"GWB with 5d cooler nails @ 4"D.C. panel edge nailing = 125 Table 3B-WFCM Supplement and 10"D.C. at intermediate supports(interior) Shear Capacity= 447 Off Shear assembly is ok. T .Note: 5/8"GWB maybe substituted for 1/2"GWB at ear wall without adversely affecting the shearwall capacity. I Left and Right walls- First Floor panels: 7/16" OSB with 8d nails @ 6"D.C. panel edge nailing (exterior)= j 322 Table 3B-WFCM Supplement 1/2"GWB with 5d cooler nails @ 4"D.C. panel edge nailing = 125 Table 3B-WFCM Supplement and 10"D.C. at intermediate supports(interior) ;Shear Capacity = 447 plf Shear assembly is ok. Check required length for Type-II wall design: Shear Capacity of wall assembly: 447 plf(Front and Rear) 447 plf(Left and Right) Maximum Shear Forces: Minimum Type I wall length to resist shear load: Perpendicular to Ridge: 3120 Ib 6.9799 feet Parallel to Ridge: 2011.7Ib 4.5004 feet Left and Right Walls Percent of Full Height Sheathing on 8'wall: 0.3333; Maximum Unrestrained Opening Height: 6'-8" Type II Length Increase Factor. 1.7 - Table 3.16 Required length of Type II (perforated)shearwall =Type I wall length x Type II Length Increase Factor Type II length required= Parallel to Ridge:! 7.6507 feet (Left and Right walls) -� Use Type II shearwalls. Design hold downs for ends only Front and Rear Walls f Percent of Full Height Sheathing on 8'wall: 0,7572' Maximum Unrestrained Opening Height: 6-8" I "I Type II Length Increase Factor1. Type 11 length required = 18 -_ L T : Perpendicular to Ridge-'8 23 'feet (Front and Rear walls) Use Type 11 shearwails. Design hold-downs for ends only - L A R s o N .1oB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 9 OF 15 D E S 1 %1�! Archhects•Enaineers•Survevors CALCULATED BY SJE DATE 2/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY IL DATE Z Z) V Phone(570)323-6603•FAX(570)323-9902 SCALE Mold-down Design-Garage: - _ T vxh Garage: I ' I j I I I I _ I @ Front and Rear Walls, First Floor module to Foundation Wall: - 447 x 8 I= 3576 pounds] 4FFEEETT Use USP Structural Connector TD5 with (1) 3/4"Anchor Rod w/12"embedment, and(2) 3/4"through bolts to double stud. (4180 lb capacity)Double studs required. I II I � I @ Left and Right Walls, First Floor module to Foundation Wall: = 447 ' x 8 = 3576 pounds Use USP Structural Connector TD5 with (1) 3/4"Anchor Rod w/1Aembedment, and(2) 314"through bolts to double stud. (4180 lb capacity)Double studs required. , � I Note: All hold-down and uplift strapping must be coordinated between home manufacturer and builder, and installed in accordance with the product manufacturer's recommendations. Alternate anchors may be used in place of the specified connectors, if they meet or exceed the stated loading requirements. I � i ' � I • L A R S o N joB Apex Homes, Inc. QN-11738/NY LDG: 6314-001 SHEET NO. 10 OF 15 E S I CI—%IN�4 Architects•Engineers•Surveyors CALCULATED BY SJE DATE 2/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Slidina Connections -Garage Verify Anchor Bolt Spacing: Typical Anchor bolts are 1/2"diameter at 4'o.c., maximum. Anchor bolts shall be provided within 12" YP �T of the ends of each sill plate section. Shear/Lateral capacity of various anchor bolt spacings: Z '- 570 lbs. (Table 8.2E,ANSI/AF&PA NDS-1997) „o Z' = 912 lbs. I i I i i T I Bolt Spacing: Shear Capacity: feet plf 4 228 �— 3.5 260.57 Required Capacity: 251.46 plf 3 304 Use 3'-6"o.c. 1/2"dia. anchor bolt spacing. 2.5 364.8 OR: 2 456 Alternate anchor bolt: 5/8"dia. 1.5 608 ZI; = 820 lbs. (Table 8.2E, ANSI/AF&PA 1.333 684.17 CD = 1.6 NDS-1997) 1 912 Z. = 1312 lbs. 0.5 1824 Re spacing 5.22 ft on center Use 5'-0" D.C. 5/8"dia.Anchor bolts Verify Module Connection to Sill Plate: Typical Module to Sill Connection made with 16d toenails at 6"o.c. T�Ti Connection capacity at various spacings:, Z = 88 Ibs.i (Table 12.3A,ANSI/AF&PA NDS-1997) CD = i 1.6 Cm '= 0.83 1 Z' 10821 lbs — - Cd 'i= 1 0.9259 - Nail Spacing: iShear Capacity: j inches plf �T 16 81.156 12 108.21 Required Capacity: 251.46 plf 216.41 4 324.62 i Use 16d toenails at 4"on center. 3 432.83 2 I 649.24 I � 1 I - . • • D' fr 1 Use bearing plates///�7y►► Threaded rod 1 between nut and stud 1 Wall stud I I 1 Typical TDX6 Installation End distance III Holdown installation between floors H r t: 'I Erd { Diet. li �'. Bolts ml7st be ordeied separately. Seakpape 22 for available sizes. TDX6 Dimensions Bolt Schedules Allowable Loads Lbs.',v To To Minimum Length of Bolt in Vertical Member DeflecfloW Stud SIII Plate Required 1-112- 3 3-1/2' 5-112^ 5112' at 133%: Allowable LISP DSP Steel Anchor End - Division Design Stock No. Ref.No. Gauge7WH CL Bolts Bolts Distance$ 133% 160% 133% 160% 133% 160% 133% 160%. 91y Load" TD2 HD2 7 2-318 5314 2-314 1-1/2 (2)5/8 (1)518 4-1/2 1615 1940 29W 3435 2860 3430 2850 3415 1035 0.069 --i TD5 HD5 7 2-7/8 6-318 3-112 2-1/8 (2)3/4 (1)314 5-114 1920 2305 3755 1180 4090 4180 4070 4180 1540 0.101 TD6 HD6 3 3 12318 3.114 1-3/4 (3)314 (1 1 5.1/4 2865 3430 5545 6855 6135 6720 6140 6720 -- 0.083 TD7 HD7 3 3-12 11-314 3.314 2-1/8 (3)7/8 (1)1-1/0 6-1/8 3215 3860 6360 7465 7600 7600 7600 5600 0.098 TD9 HD9 3 3-112 16-112 4-1/4 2-1/8 (3)1 (1)1-1/8 7 3545 4255 7165 8435 10125 10485 10485 6325 0.078 TD12 HD12 3 3-12 20-112 4-114 2-1/8 4)1 (1)1-118 7 4160 4980 8955 10745 10680 12815 13260 132W 6900 0.113 TD15 HD15 3 3.112 25 4-318 2-118 5)1 (11-114 7 4515 5420 10340 12410 12495 14995 16590 19910 7020 0.075 TDX21; HD2A 12 2-1116 8.118 2-314 1-12 (2)518 (1)518 412 1550 1860 2775 3330 2770 3325 2765 3315 745 0.104 TDX51L1' HD5A 10 2-12 93/8 3-7/6 2-1/16 (2)314 1)3/4 5-1/4— 1875. 2250 3695 .4435 4000 .4806 3980 4775 1035 - 0.083 j TDX6 HD6A 7 3.12 11-1/8 3.3/4 2 .(2)7/8 (1)718 6-1/8 2215 2660 4365 5295 5100 6120 5525 6630 1500 0.051 TDXB HD , 7 3.12 14-518 3314 2 (3)718 (1)718 6-118 3085 3715 6390 7670 .7530 .9035 8085 8710 735D -0.077 TDX10 ' HD10A 7 3-012 18-1/8 3-3/4 2 (4)718 (1 7/8 .8-116 3740 4490 6185 ISM 7 10860 10380 10860 -'2275 -0.11 yiy TDX14t4 HD14A' 3 312 20-12 3512 2-tis (4)1 i)1 7 4190 5030 9080 10215 10035 130110 13570 15635 0. 3 1 IDX201F. HD 20A 3 "41 20314 4-114 2318 4 1 (1)1-114 7 4515 5185 9475 10215 11220 13465 13555 15635 °3050 0,107 1)Allowable bads shown are for single shear connections and may be doubled for back-to-back installations.The designer must verily post and anchor bolt capacities. ! 2)Allowable loads have been Increased 331/3%or 60%for wind or seismic loads;no further Increase shall be permitted. 3)The designer must specify stud or post to resist published load values. - 4)The designer must specify anchor bolt type,length,and embedment 5)All models may be Installed wait greater than the required anchor end distance with no chad load reduction. 6)Deflections are derived from static,monotonic bad tests of devices connected to DF-L wood members with specified fasteners. 7)The designer shall consider the effect of compression,bearing,tension,and combined bending due to device ecoenmdty when applicable. 8)Division 91 loads may be required in City of Los Angeles area only. 9)Division 91 loads per City of Los Angeles P/BC 2001-71,effective 6-21-01. 10)Holdowns raised off of tine sill plate may have higher defection values. 11)TDX5 may be installed to a 518'anchor bolt with no reduction In load,provided a standard washer is used under the nut. 12)These stock numbers were previously known as ADS models. New products or updated product Information are designated In red. FSP www.USPconnectors.com suw.ma connact�or:- e-mail: info@USPconnectors.com ; II ®Copyright 2004 United Steel Products Company USP944-041 MUM • I QiIII Transfers load in top plate to rim joist applications or for blocking it applications. Materials: 20 gauge Finish: G60 galvanizing Options: MP4F is available in Triple Zinc.To order, add TZto end of stock number, as in MP4F-TZ. Codes: SBCCI, BOCA— NER 608, ICBG 5379, L.A. City RR 25357 Installation: '� • Use all specified fasteners. See General Notes, page 14. • MP4F connects 2x framing with floor sheathing up to 5/s". • MP6F connects 3x framing with floor sheathing up to 3/4" Better choice for connections where floor sheathing is between IiI! sole plate and rim board. i� Type 1 installaVon ;p' MP6F a' I MP4F G Embossedplate line guides Placement Embosscd plate lines i MP4F T ouW 5hcathing Type ti L� L Installation Typical MP F installation MP F Dimensions Fastener Schedulel .Allowable Loads Lbs.1 , - U8P Stsei Header'' Jolst Instellatlon nlr ,Hon DF-LI Si Stock No. Ret.No. Gauge W L or Stud or Plate Type of Load 100% 133% ':.160% 10016; ;;133'(0 ,j60K" ` (6)8d x 1-12 (8)8d x 1-12 TYpe 1 V -515. 880' i 825 445 595 10 H 515 WO .;'805 445 595 10 4 w (6)w x 1-12 (6)ad x 1-12 Type 2 V 515 690 t 755 445 so 680 MP4F LTP4 20 3 4-1/4 H 515`. 890 . 720 415 595 620 (6)lid (6)8d Type 1 v 735 :885 475 63D 7610 , H 550.:1 735 905 475 gag 725,,. As (6)ad (6)8d Type 2 v 550'.: 735 ,i65 475 830 660''' : __ H 550' 720 710 475 620 620 m (6)8d x 1-12 (6)ad x 1-12 Type 1 v :615' '890, ,,825' 445 ' 595 710" E H ,515 605 '8a5 : 445 .520 520 �. MP6F __ (U)m](1-112 (6)8d x i-M Type 2 V 515, 690 ';825 445 r 595 710 c 20 33/4 4-114 H 515 - 830 61) 445 :'$40 690 n t 6 I (6)8d (6)8d Type 1 v 550 r 738 e. 4885,'S 475 :630 760 H 550 605 ;805 475 : 520 520 a� r (8)W (6)8d Type 2 V 550 iI 735 ;860'-' 475 630 740 8 H 550 - '630 ••tr830' 475 1)Nlowable loads have been increased 331/3%or60%kr wind aseismic loads;no further increase shall be donnated. , ,.,j 2)8d x 1-12 nails are 11 gauge(0.131'diameter)by 1-12'long. ,: , 0 °iYs 3)If installing over plywood,use ad common nails for 100%of table bad, 4)Minimum nail penetration shall be 1-9116'for 8d nails. �sjv x" 6r � a OMp Customer Service/Technical Assistance `� Connectors - Minneapolis Corporate,Office Ta pa ce San Francisco Office 1-800-227-0470 1-800-328-5934 1 80Q 443 6442 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:Y:\REScheck\I 1738.rck TITLE: QN-11738/NY COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 02/11/04 DATE OF PLANS: 2/11/04 PROJECT INFORMATION: FUTURE SURROUNDING/JEWELL GONZALEZ COMPANY INFORMATION: APEX HOMES, INC. 247 US HWY 522 N. MIDDLEBURG,PA 17842 COMPLIANCE: Passes Maximum UA=330 Your Home UA=327 0.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2063 30.0 0.0 72 Wall 1:Wood Frame, 16"o.c. 1332 19.0 0.0 54 Window 1:Vinyl Frame:Double Pane with Low-E 248 0.250 62 Door 1: Solid 38 0.260 10 Door 2: Solid 19 0.130 2 Door 3: Glass 40 0.260 10 Door 4: Glass 40 0.260 10 Door 5: Glass 40 0.260 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2063 19.0 0.0 97 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer_--�Cx�",a � � Date_ .1��1t39 I L A R S O N JOB HAPS QIP- 1t738LVf z SHEET NO. OF D E S I G N Architects . Engineers . Surveyors G R O U P CALCULATED BY �L DATE 2 �7 P.O. Box 487 Is Williamsport, PA 17703-0487 Phone(570)323-6603 • FAX(570)323-9902 CHECKED BY J'7 - DATE SCALE z. C�4PAQX f �C-9- . Elle 4r2-rN{ uea.vt Porn ..aft=RE�A IC 5 Majij A t- SSS `1, 73) TL = GZ. S� ply LL- = rP = 2,s �1�8 Ph < 281. to plF P (z).(, P1.; 4,75 P!� 411P 4-L 5.75 2 875 1� 2 875 trF NEw Y ..... _.... _ .. W LJ V� Q. 67')0� �gOFESS.13N �... Keystone Data System.Inc.(570)321-9840 L A R S Oarson Design Group, Inc. Title: Job# r testy ,, I I t r �'r� ate 9400 Commerce Park Drive Dsgnr: Date: 10:21AM, 17 FEB 04 Description : 1AJ/Iliamsport, PA 17703-0487 �g2 q�22 DESIGN Phone: (570)323.6603 Scope: G R O U P Fax: (570)323.9902 Rev. 580000 User:KW-0603983,ver580,1-pec-2003 waGeneral Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering softre 6314-001 apex.ecw:11738/NY Description Garage Header General Information Code Ref: 1997 NDS,2003 IBC,2003 NFPA 5000. Base allowables are user defined Section Name 3-2x8 Center Span 5.75 It . . .. .Lu 1.33-ft Beam Width 4.500 in Left Cantilever it . . . . .Lu 0.00 It Beam Depth 7.250 in Right Cantilever it . . . ..Lu 0.00 it Member Type Sawn Spruce-Pine-Fir, No. 1/No.2 Bm Wt.Added to Loads Fb Base Allow 875.0 psi Load our. Factor 1.150 Fv Allow 70.0 psi Beam End Fixity Pin-Pin Fc Allow 425.0 psi Wood Density 30.000 pd E 1,400.0 ksi Point Loads Dead Load 669.0 lbs lbs lbs lbs lbs lbs lbs Live Load 1,115.Olbs lbs lbs lbs lbs lbs lbs ...distance 2.875 ft 0.000 It 0.000 It 0.000 it 0.000 It 0.000 It 0.00oft Summary j Beam Design OK Span=5.75ft, Beam Width=4.500in x Depth=7.25in, Ends are Pin-Pin Max Stress Ratio 0.755 : 1 Maximum Moment 2.6 k-ft Maximum Shear* 1.5 1.4 k Allowable 3.3 k-ft Allowable 2.6 k Max.Positive Moment 2.59 k-ft at 2.875 it Shear: @ Left 0.91 k Max.Negative Moment 0.00 k-ft at 5.750 it @ Right 0.91 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.036 in Max.M allow 3.30 Reactions... @ Right 0.000 in fb 789.18 psi fv 41.72 psi Left DL 0.35 k Max 0.91 k Fb 1,005.26 psi Fv 80.50 psi Right DL 0.35 k Max 0.91 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.024 in -0.062 in Deflection 0.000 in 0.000 in ...Location 2.875 it 2.875 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,908.9 1,115.38 Right Cantilever... Camber(using 1.5"D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.036 in ...Length/Dell 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress C tics Bending Analysis Ck 30.250 Le 2.745 ft Sxx 39.422 in3 Area 32.625 in2 Cf 1.000 Rb 3.435 Cl 0.999 Max Moment Sxx Rea'd Allowable fb @ Center 2.59 k-ft 30.95 in3 1,005.26 psi @ Left Support 0.00 k-ft 0.00 in3 1,006.25 psi @ Right Support 0.00 k-ft 0.00 in3 1,006.25 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.36 k 1.36 k Area Required 16.909 in2 16.909 in2 Fv:Allowable 80.50 psi 80.50 psi Bearing @ Supports Max.Left Reaction 0.91 k Bearing Length Req'd 0.477 in Max.Right Reaction 0.91 k Bearing Length Req'd 0.477 in L A R S O �rson Design Group, Inc. Title: Job# �,'�� p{ � -aia„ ` 1400 Commerce Park Drive Dsgnr: Date: 10:21AM, 17 FEB 04 87 Description : "1 = ,i;�s �l�lilliamsport, PA 17703-04 DESIGN Phone: (570)323-6603 Scope G R O U P Fax: (570)323-9902 Rev. 580000 User:KW-06g3983,Ver 5.8.0,1-ne,2W3 General Timber Beam Page 2 (c)1963-2003 ENERCALC Engineering Software 6314-001 ape..ecw:11]38/NV Description Garage Header Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00k-ft 0.91 k 0.0000 in @ Right Cant. Location= 0.00 it 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in r L A R SON Joe ,Azex �6m" QM - 11-738 /NY Architects . Engineers . Surveyors SHEET NO T OF 22 D E I G R S O G N C U P CALCULATED BY— P.O. GATE Z P.O. Box 487 • Williamsport, PA 17703-0487 Phone (570)323-8803 • FAX(570)323-9902 CHECKED By rt DATE SCALE S trot► tom __ - �� -FFUss/RA 3PAC„J 6-- c? ICv` 0C, Ll- e)!14, iz a LL 4 Qw- 0. l0� 5 x . Tuesday, February 17, 2004, 11:16 AM PAGE NO. 1 n � IJ L +++x+++ttxxxxtrxxtxx++ttxtxtxtxx+++t++txxxxxttxttx++ * STAAD.Pro * Version 2003 Bld 1003.US * Proprietary Program of * Research Engineers, Intl. * Date= FEB 17, 2004 * Time= 11:15:26 + + * USER ID: Larson Design Group, Inc. ++tt+xt+tx+tt++xxxxtxtttxtx+x++x++xttx+xxx++xt+++x++ INPUT FILE: 11738.STD 1. STAAD SPACE TRUSS W/ OUT BEARING 2. START JOB INFORMATION _ 3. ENGINEER DATE 17-FEB-04 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT FEET POUND 7. JOINT COORDINATES 8. 1 0 0 0; 2 6 0 0; 3 10 0 0; 4 16 0 0; 5 6 6 0; 6 10 6 0; 7 8 8 0 9. MEMBER INCIDENCES 10. 1 1 2; 2 2 3; 3 3 4; 4 1 5; 5 5 7; 6 7 6; 7 6 4; 8 2 5; 9 3 6 11. UNIT INCHES POUND 12. DEFINE MATERIAL START 13. ISOTROPIC SPF2 14. E 1.4E+006 15. ISOTROPIC SPFSTUD 16. E 1.2E+006 17. END DEFINE MATERIAL 18. MEMBER PROPERTY AMERICAN 19. 4 TO 7 PRIS YD 5.5 ZD 1.5 20. 8 9 PRIS YD 3.5 ZD 1.5 � 21. 1 TO 3 PRIS YD 7.25 ZD 1.5 22. CONSTANTS 23. MATERIAL SPF2 MEMB 1 TO 7 24. MATERIAL SPFSTUD MEMB 8 9 25. MEMBER TRUSS 26. 8 9 27. MEMBER RELEASE 28. 4 6 START MZ 29. 7 END MZ 30. SUPPORTS 31. 1 PINNED 32. 4 FIXED BUT FX 33. UNIT FEET POUND 34. LOAD 1 DEAD 35. MEMBER LOAD 36. 1 TO 7 UNI GY -10 37. LOAD 2 SL+LL 38. MEMBER LOAD 39. 4 TO 7 UNI GY -27.6 ' 40. 1 TO 3 UNI GY -20 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations111738\11738.ant Page I of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 2 91. LOAD COMB 3 D+L Pg a 42. 1 1.0 2 1.0 43. UNIT INCHES POUND 44. PERFORM ANALYSIS "WARNING" THE POISSON'S RATIO HAS NOT BEEN SPECIFIED FOR ONE OR MORE MEMBERS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 7/ 9/ 2 ORIGINAL/FINAL BAND-WIDTH= 4/ 4/ 22 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 34 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/172227.2 MB, EXMEM = 845.1 MB 45. PRINT MEMBER FORCES ALL L:\Buildings\6319-003 Apex Homes - Permit Set5\Calculations\11738\11738.an1 Page 2 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 3 22 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1. 1 -68.18 46.80 0.00 0.00 0.00 0.00 2 68.18 13.20 0.00 0.00 0.00 1209.84 2 1 -166.37 103.51 0.00 0.00 0.00 0.00 2 166.37 16.49 0.00 0.00 0.00 3132.53 3 1 -234.55 150.31 0.00 0.00 0.00 0.00 2 234.55 29.69 0.00 0.00 0.00 4342.37 2 1 2 -68.18 13.65 0.00 0.00 0.00 -1209.84 3 68.18 26.35 0.00 0.00 0.00 904.94 2 2 -166.37 24.64 0.00 0.00 0.00 -3132.53 3 166.37 55.36 0.00 0.00 0.00 2395.33 3 2 -234.55 38.29 0.00 0.00 0.00 -4342.37 3 234.55 81.71 0.00 0.00 0.00 3300.27 3 1 3 -68.18 -22.23 0.00 0.00 0.00 -904.94 4 68.18 82.23 0.00 0.00 0.00 -2855.93 2 3 -166.37 -69.18 0.00 0.00 0.00 -2395.33 4 166.37 189.18 0.00 0.00 0.00 -6905.32 3 3 -234.55 -91.41 0.00 0.00 0.00 -3300.27 4 234.55 271.41 0.00 0.00 0.00 -9761.26 4 1 1 141.17 44.75 0.00 0.00 0.00 0.00 5 -81.17 15.25 0.00 0.00 0.00 1501.44 2 1 352.96 117.67 0.00 0.00 0.00 0.00 5 -187.36 47.93 0.00 0.00 0.00 3550.74 3 1 494.12 162.42 0.00 0.00 0.00 0.00 5 -268.52 63.18 0.00 0.00 0.00 5052.18 5 1 5 62.18 -34.24 0.00 0.00 0.00 -1501.44 7 -42.18 54.24 0.00 0.00 0.00 0.00 2 5 158.27 -77.01 0.00 0.00 0.00 -3550.74 7 -103.07 132.21 0.00 0.00 0.00 0.00 3 5 220.46 -111.25 0.00 0.00 0.00 -5052.18 7 -145.26 186.45 0.00 0.00 0.00 0.00 6 1 7 54.24 42.18 0.00 0.00 0.00 0.00 6 -74.24 -22.18 0.00 0.00 0.00 1092.35 2 7 132.21 103.07 0.00 0.00 0.00 0.00 6 -187.41 -47.87 0.00 0.00 0.00 2561.61 3 7 186.45 145.26 0.00 0.00 0.00 0.00 6 -261.65 -70.06 0.00 0.00 0.00 3653.97 7 1 6 77.15 19.27 0.00 0.00 0.00 -1092.35 4 -137.15 40.73 0.00 0.00 0.00 0.00 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations111738\11738.ant Page 3 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 4 ft f� 22 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 6 177.64 57.64 0.00 0.00 0.00 -2561.61 4 -343.24 107.96 0.00 0.00 0.00 0.00 3 6 254.79 76.91 0.00 0.00 0.00 -3653.97 4 -480.39 148.69 0.00 0.00 0.00 0.00 8 1 2 -26.84 0.00 0.00 0.00 0.00 0.00 5 26.84 0.00 0.00 0.00 0.00 0.00 2 2 -41.13 0.00 0.00 0.00 0.00 0.00 5 41.13 0.00 0.00 0.00 0.00 0.00 3 2 -67.98 0.00 0.00 0.00 0.00 0.00 5 67.96 0.00 0.00 0.00 0.00 0.00 9 1 3 -4.12 0.00 0.00 0.00 0.00 0.00 6 4.12 0.00 0.00 0.00 0.00 0.00 2 3 13.82 0.00 0.00 0.00 0.00 0.00 6 -13.82 0.00 0.00 0.00 0.00 0.00 3 3 9.70 0.00 0.00 0.00 0.00 0.00 6 -9.70 0.00 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 46. PRINT MEMBER STRESSES ALL L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738.anl Page 4 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 5 p �� Fr MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMS LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 1 .0 6.3 T 0.0 0.0 6.3 6.5 0.0 1.00 6.3 T 0.0 92.1 98.3 1.8 0.0 2 .0 15.3 T 0.0 0.0 15.3 14.3 0.0 1.00 15.3 T 0.0 238.4 253.7 2.3 0.0 3 .0 21.6 T 0.0 0.0 21.6 20.7 0.0 1.00 21.6 T 0.0 330.5 352.0 - 4.1 0.0M 2 1 .0 6.3 T 0.0 92.1 98.3 1.9 0.0 2� SP 2 1.00 6.3 T 0.0 68.9 '15.1 3.6 0.0 V 2 .0 15.3 T - 0.0 238.4 253.7 3.4 0.0 1.00 15.3 T 0.0 182.3 197.6 7.6 0.0 1 3 .0 21.6 T 0.0 330.5 352.0 5.3 0.0 p 1.00 21.6 T 0.0 251.2 272.7 11.3 0.0 $6 3 1 .0 6.3 T 0.0 68.9 75.1 3.1 0.0 10 1.00 6.3 T 0.0 217.3 223.6 11.3 0.0j 2 .0 15.3 T 0.0 182.3 197.6 9.5 0.0 1.00 15.3 T 0.0 525.5 540.8 26.1 0.0 3 .0 21.6 T 0.0 251.2 272.7 12.6 0.0 = 1388,C' Psi - >�b✓ 1.00 r2l.-6-T-D 0.0 742.8 764.4 37.4 0.0 4 1 .0 17.1 C 0.0 0.0 17.1 8.1 0.0 = 750 ""hOF> 1.00 9.8 C 0.0 198.5 208.4 2.8 0.0 E' 2 .0 42.8 C 0.0 0.0 42.8 21.4 0.0 'q50 ✓ 1.00 22.7 C 0.0 469.5 492.2 8.7 0.0 e ��' �5� -7f 3 .0 59.9 C 0.0 0.0 59.9 29.5 0.0 1.00 32.5 C 0.0 668.1 700.6 11.5 0.0 5 1 .0 7.5 C 0.0 198.5 206.1 6.2 0.0 WN�.pj1h.l�;ta 15a tADjtie, 1.00 5.1 C 0.0 0.0 5.1 9.9 0.0 2 .0 19.2 C 0.0 469.5 488.7 14.0 0.0 r r� 1.00 12.5 C 0.0 0.0 12.5 24.0 0.0 3 .0 26.7 C 0.0 668.1 694.8 20.2 0.0 1.00 17.6 C 0.0 0.0 17.6 33.9 0.0 Lb { 6 1 1.00 9.0 C 0.0 144.4 153.4 4.0 0.0 = 7T_ ZDV 2 .0 16.0 C 0.0 0.0 16.0 18.7 0.0 (� (92' 1.00 22.7 C 0.0 338.7 361.4 8.7 0.0 3 .0 22.6 C 0.0 0.0 22.6 26.4 0.0 D� 1.00 31.7 C 0.0 483.2 514.9 12.7 0.0 7 1 .0 9.4 C 0.0 144.4 153.8 3.5 0.0 1.00 16.6 C 0.0 0.0 16.6 7.4 0.0 2 .0 21.5 C 0.0 338.7 360.3 10.5 0.0 1.00 41.6 C 0.0 0.0 41.6 19.6 0.0 3 .0 30.9 C 0.0 483.2 514.1 14.0 0.0 1.00 58.2 C 0.0 0.0 58.2 27.0 0.0 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738.ant Page 5 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 6 � ro o22 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEME LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z B 1 .0 5.1 T 0.0 0.0 5.1 0.0 0.0 1.00 5.1 T 0.0 0.0 5.1 0.0 0.0 2 .0 7.8 T 0.0 0.0 7.8 0.0 0.0 1.00 7.8 T 0.0 0.0 7.8 0.0 0.0 3 .0 12.9 T 0.0 0.0 12.9 0.0 0.0 1.00 12.9 T 0.0 0.0 12.9 0.0 0.0 9 1 .0 0.8 T 0.0 0.0 0.8 0.0 0.0 1.00 0.8 T 0.0 0.0 0.8 0.0 0.0 2 .0 2.6 c 0.0 0.0 2.6 0.0 0.0 1.00 2.6 C 0.0 0.0 2.6 0.0 0.0 3 .0 1.8 C 0.0 0.0 1.8 0.0 0.0 1.00 1.8 C 0.0 0.0 1.8 0.0 0.0 ************** END OF LATEST ANALYSIS RESULT ************** 47. PRINT JOINT DISPLACEMENTS ALL L:\Buildings\6314-003 Apex Homes Permit Sets\Calculations\11738\11738.anl Page 6 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING - -- PAGE NO. 7 5 2 L JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00125 2 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00303 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00428 2 1 0.00032 -0.06082 0.00000 0.00000 0.00000 -0.00021 2 0.00079 -0.15026 0.00000 0.00000 0.00000 -0.00056 3 0.00111 -0.21108 0.00000 0.00000 0.00000 -0.00077 3 1 0.00054 -0.04902 0.00000 0.00000 0.00000 0.00066 2 0.00131 -0.12172 0.00000 0.00000 0.00000 0.00166 3 0.00185 -0.17073 0.00000 0.00000 0.00000 0.00232 4 1 0.00086 0.00000 0.00000 0.00000 0.00000 0.00000 2 0.00210 0.00000 0.00000 0.00000 0.00000 0.00000 3 0.00296 0.00000 0.00000 0.00000 0.00000 0.00000 5 1 0.05913 -0.06051 0.00000 0.00000 0.00000 0.00181 2 0.14642 -0.14979 0.00000 0.00000 0.00000 0.00455 3 0.20555 -0.21030 0.00000 0.00000 0.00000 0.00636 6 1 -0.04677 -0.04897 0.00000 0.00000 0.00000 -0.00150 2 -0.11653 -0.12187 0.00000 0.00000 0.00000 -0.00378 3 -0.16330 -0.17084 0.00000 0.00000 0.00000 -0.00528 7 1 0.00043 -0.00203 0.00000 0.00000 0.00000 0.00275 2 0.00105 -0.00496 0.00000 0.00000 0.00000 0.00680 3 0.00148 -0.00699 0.00000 0.00000 0.00000 0.00955 ************** END OF LATEST ANALYSIS RESULT ************** 48. PRINT SECTION MAX DISPL LIST 1 TO 9 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculate.ons\11738\11738.an1 Page 7 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 8 +� �p 2^ 71 L MAX MEMBER SECTION DISPLACEMENTS -------------------------------- UNIT= INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL 1 0.03426 42.00 3 2101 2 0.01908 24.00 3 2515 3 0.02283 48.00 3 3153 4 0.21836 50.91 3 466 5 0.01409 14.14 3 2409 6 0.01054 19.80 3 3221 7 0.18724 50.91 3 543 8 0.00000 0.00 1 0 9 0.00000 0.00 1 0 ************ END OF SECT DISPL RESULTS *****+***** 49. PRINT SUPPORT REACTION ALL L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738.anl Page 8 of 9 Tuesday, February 17, 2004, 11:16 AM TRUSS W/ OUT BEARING -- PAGE NO. 9 X32 31 J SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.00 178.26 0.00 0.00 0.00 0.00 2 0.00 436.29 0.00 0.00 0.00 0.00 3 0.00 614.56 0.00 0.00 0.00 0.00 4 1 0.00 208.01 0.00 0.00 0.00 -2855.93 2 0.00 508.22 0.00 0.00 0.00 -6905.32 3 0.00 716.24 0.00 0.00 0.00 -9761.26 ************** END OF LATEST ANALYSIS RESULT ************** 50. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= FEB 17,2004 TIME= 11:15:28 **** xxx++++xxx++++xxxxx++xxxx+++++xxx+x+++xxxx+x++xxxxx+++xxxxx+ * For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations x * * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905) 632-4771 detech@netcom.ca * UK +44(1454)207-000 support@xeel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.xeiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net + * * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net ++xxxx+++xxxxxx+++xxxx++++xxx+++xxxx++++xxxx+x++xxxxx+++xxx+ L:\Buildings\6314-003 Apex Homes Permit Sets\Calculations\11738\11738.anl Page 9 of 9 Tuesday, February 17, 2004, 11:18 AM PAGE NO. 1 /T 22 �9 x**++xxxxx**+xxxxxxxx***++xxxxx**+**xxxx*******++xx* * STAAD.Pro x * Version 2003 Bld 1003.US * Proprietary Program of * Research Engineers, Intl. * Date= FEB 17, 2004 * Time= 11:18: 5 * USER ID: Larson Design Group, Inc. xxxx*x+++xxxxx*x*+x++xxxxx+**+xxxx**+*+++xx+******++ INPUT FILE: 11738alt.STD J�//'t 1. STAAD SPACE TRUSS W/.`e BEARING 2. START JOB INFORMATION 3. ENGINEER DATE 17-FEB-04 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT FEET POUND 7. JOINT COORDINATES 8. 1 0 0 0; 2 6 0 0; 3 10 0 0; 4 16 0 0; 5 6 6 0; 6 10 6 0; 7 8 8 0; 8 3 0 01� 9. 9 13 0 0 10. MEMBER INCIDENCES Il. 1 1 8; 2 8 2; 3 2 3; 4 3 9; 5 9 4; 6 1 5; 7 5 7; 8 7 6; 9 6 4; 10 2 5; 11 3 6 12. UNIT INCHES POUND 13. DEFINE MATERIAL START 14. ISOTROPIC SPF2 15. E 1.4E+006 16. ISOTROPIC SPFSTUD 17. E 1.2E+006 18. END DEFINE MATERIAL 19. MEMBER PROPERTY AMERICAN 20. 6 TO 9 PRIS YD 5.5 ZD 1.5 21. 10 11 PRIS YD 3.5 ZD 1.5 22. 1 TO 5 PRIS YD 7.25 ZD 1.5 23. CONSTANTS 24. MATERIAL SPF2 MEMS 1 TO 9 25. MATERIAL SPFSTUD MEMB 10 11 26. MEMBER TRUSS 27. 10 11 ' 28. MEMBER RELEASE 29. 6 8 START MZ ' 30. 9 END MZ 31. SUPPORTS 32. 8 PINNED ' 33. 9 FIXED BUT FX 34. UNIT FEET POUND 35. LOAD 1 DEAD ' 36. MEMBER LOAD 37. 1 TO 9 UNI GY -10 ' 38. LOAD 2 SL+LL 39. MEMBER LOAD 40. 6 TO 9 UNI GY -27.6 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738alt.ant Page 1 cf 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 2 41. 1 TO 5 UNI GY -20 P� �.S '2}- 2Z 42. LOAD COMB 3 D+L 43. 1 1.0 2 1.0 44. UNIT INCHES POUND 45. PERFORM ANALYSIS **WARNING** THE POISSON'S RATIO HAS NOT BEEN SPECIFIED FOR ONE OR MORE MEMBERS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 9/ 11/ 2 ORIGINAL/FINAL BAND-WIDTH= 7/ 2/ 18 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 46 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/172232.0 MB, EXMEM = 845.1 MB 46. PRINT MEMBER FORCES ALL L:\Buildings\6314-003 Apex Homes - Permit Sets\Calcula tions\11 736\11 738alt.ani Page 2 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W1 OUT BEARING -- PAGE NO. 3 91_ MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 -4.27 -44.49 0.00 0.00 0.00 0.00 8 4.27 74.49 0.00 0.00 0.00 -2141.50 2 1 -9.07 -118.96 0.00 0.00 0.00 0.00 8 9.07 178.96 0.00 0.00 0.00 -5362.51 3 1 -13.34 -163.44 0.00 0.00 0.00 0.00 8 13.34 253.44 0.00 0.00 0.00 -7504.01 2 1 8 -4.27 110.14 0.00 0.00 0.00 2141.50 2 4.27 -80.14 0.00 0.00 0.00 1283.69 2 8 -9.07 271.49 0.00 0.00 0.00 5362.51 2 9.07 -211.49 0.00 0.00 0.00 3331.23 3 8 -13.34 381.64 0.00 0.00 0.00 7504.01 2 13.34 -291.64 0.00 0.00 0.00 4614.92 3 1 2 -4.27 14.74 0.00 0.00 0.00 -1283.69 3 4.27 25.26 0.00 0.00 0.00 1031.15 2 2 -9.07 26.51 0.00 0.00 0.00 -3331.23 3 9.07 53.49 0.00 0.00 0.00 2683.84 3 2 -13.34 41.25 0.00 0.00 0.00 -4614.92 3 13.34 78.75 0.00 0.00 0.00 3714.99 4 1 3 -4.27 -99.32 0.00 0.00 0.00 -1031.15 9 4.27 129.32 0.00 0.00 0.00 -3084.41 2 3 -9.07 -260.65 0.00 0.00 0.00 -2683.84 9 9.07 320.65 0.00 0.00 0.00 -7779.70 3 3 -13.34 -3,59.97 0.00 0.00 0.00 -3714.99 9 13.34 449.97 0.00 0.00 0.00 -10864.10 5 1 9 -4.27 11.72.32 0.00 0.00 0.00 2063.61 4 4.27 -42.32 0.00 0.00 0.00 0.00 2 9 -9.07 173.41 0.00 0.00 0.00 5162.83 4 9.07 -113.41 0.00 0.00 0.00 0.00 3 9 -13.34 245.73 0.00 0.00 0.00 7226.44 4 13.34 -155.73 0.00 0.00 0.00 0.00 6 1 1 34.48 28.44 0.00 0.00 0.00 0.00 5 25.52 31.56 0.00 0.00 0.00 -159.06 2 1 90.53 77.70 0.00 0.00 0.00 0.00 5 75.07 87.90 0.00 0.00 0.00 -519.31 3 1 125.01 106.14 0.00 0.00 0.00 0.00 5 100.59 119.46 0.00 0.00 0.00 -678.38 7 1 5 20.72 14.69 0.00 0.00 0.00 159.06 7 -0.72 5.31 0.00 0.00 0.00 0.00 L:\Buildings\6314-003 Apex Homes - fermit Sets\Calculations\11738\11738alt.anl Page 3 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 9 17 2,2 MEMBER END FORCES STRUCTURE TYPE = SPACE - ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 5 55.73 42.90 0.00 0.00 0.00 519.31 7 -0.53 12.30 0.00 0.00 0.00 0.00 3 5 76.46 57.59 0.00 0.00 0.00 678.38 7 -1.26 17.61 0.00 0.00 0.00 0.00 8 1 7 5.31 0.72 0.00 0.00 0.00 0.00 6 -25.31 19.28 0.00 0.00 0.00 -314.85 2 7 12.30 0.53 0.00 0.00 0.00 0.00 6 -67.50 54.67 0.00 0.00 0.00 -918.67 3 7 17.61 1.26 0.00 0.00 0.00 0.00 6 -92.81 73.94 0.00 0.00 0.00 -1233.51 9 1 6 -27.05 33.09 0.00 0.00 0.00 314.85 4 -32.95 26.91 0.00 0.00 0.00 0.00 2 6 -78.99 91.82 0.00 0.00 0.00 918.67 4 -66.61 73.78 0.00 0.00 0.00 0.00 3 6 -106.04 124.91 0.00 0.00 0.00 1233.51 4 -119.56 100.69 0.00 0.00 0.00 0.00 10 1 2 65.41 0.00 0.00 0.00 0.00 0.00 5 -65.41 0.00 0.00 0.00 0.00 0.00 2 2 184.98 0.00 0.00 0.00 0.00 0.00 5 -184.98 0.00 0.00 0.00 0.00 0.00 3 2 250.39 0.00 0.00 0.00 0.00 0.00 5 -250.39 0.00 0.00 0.00 0.00 0.00 11 1 3 74.06 0.00 0.00 0.00 0.00 0.00 6 -74.06 0.00 0.00 0.00 0.00 0.00 2 3 207.17 0.00 0.00 0.00 0.00 0.00 6 -207.17 0.00 0.00 0.00 0.00 0.00 3 3 281.23 0.00 0.00 0.00 0.00 0.00 6 -281.23 0.00 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 47. PRINT MEMBER STRESSES ALL L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738alt.anl Page 4 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 5 �� MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMS LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 1 .0 0.4 T 0.0. 0.0 0.4 6.1 0.0 1.00 0.4 T 0.0 163.0 163.4 10.3 0.0 2 .0 0.8 T 0.0 0.0 0.8 16.4 0.0 1.00 0.8 T 0.0 408.1 408.9 24.7 0.0 3 .0 1.2 T 0.0 0.0 1.2 22.5 0.0 1.00 1.2 T 0.0 571.1 572.3 35.0 0.0 2 1 .0 0.9 T 0.0 163.0 163.9 15.2 0.0 orrbA CND2D C'!ECIL 1.00 0.4 T 0.0 97.7 98.1 11.1 0.0 �/�, l� S�}k2 2 .0 0.8 T 0.0 408.1 .408.9 37.4 0.0 G 1.00 0.8 T 0.0 253.5 254.3 29.2 0.0 3 .0 1.2 T 0.0 571.1 572.3 52.6 0.0 1.00 1.2 T 0.0 351.2 352.4 40.2 0.0 3 1 .0 0.4 T 0.0 97.7 98.1 2.0 0.0 F�/ a i3$G ' 1.00 0.9 T 0.0 76.5 78.9 3.5 0.0 2 .0 0.8 T 0.0 253.5 254.3 3.7 0.0 / 1.00 0.8 T 0.0 204.2 205.1 7.4 0.0 c �Zlo C.2 3 .0 1.2 T 0.0 351.2 352.4 5.7 0.0 Cl V 1.00 1.2 T 0.0 282.7 283.9 10.9 0.0 4 1 .0 0.4 T 0.0 78.5 78.9 13.7 0.0 1.00 0.4 T 0.0 234.7 235.1 17.8 0.0 �,� � 2 .0 0.8 T 0.0 204.2 205.1 36.0 0.0 1.00 0.8 T 0.0 592.0 592.9 44.2 0.0J = 70(� 3 .0 1.2 T 0.0 282.7 283.9 99. 0.0 = ,15 a S�Sc 1.00 1.2 T 0.0 626.8 828.0 62.11 0.0 q n1 _ 3�� s 1 .0 0.4 T 0.0 157.0 157.4 10.0 0.0 3 �..----TY - 38a�+•qn( 1.00 0.4 T 0.0 0.0 0.4 5.8 0.0 2 .0 0.8 T 0.0 392.9 393.7 23.9 0.0 1.00 0.8 T 0.0 0.0 0.8 15.6 0.0 = '� 4lLl9,'7 7) - 3 .0 1.2 T 0.0 549.9 551.2 33.9 0.0 1.00 1.2 T 0.0 0.0 1.2 21.5 0.0 2- 6 1 .0 4.2 C 0.0 0.0 4.2 5.2 0.0 c (�2 • I p``gc 1.00 3.1 C 0.0 21.0 24.1 5.7 0.0 2 .0 11.0 C 0.0 0.0 11..0 14.1 0.0 1.00 9.1 C 0.0 68.7 77.8 16.0 0.0 3 .0 15.2 C 0.0 0.0 15.2 19.3 0.0 �V FV ✓®L 1.00 12.2 C 0.0 89.7 101.9 21.7 0.0 7 1 .0 2.5 C 0.0 21.0 23.5 2.7 0.0 1.00 0.1 C 0.0 0.0 0.1 1.0 0.0 2 .0 6.8 C 0.0 68.7 75.4 7.8 0.0 1.00 0.1 C 0.0 0.0 0.1 2.2 0.0 3 .0 9.3 C 0.0 89.7 99.0 10.5 0.0 1.00 0.2 C 0.0 0.0 0.2 3.2 0.0 L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738alt.anl Page 5 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 6 � ,yo� 22 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 8 1 .0 0.6 C 0.0 0.0 0.6 0.1 0.0 1.00 3.1 C 0.0 41.6 44.7 3.5 0.0 2 .0 1.5 C 0.0 0.0 1.5 0.1 0.0 1.00 8.2 C 0.0 121.5 129.7 9.9 0.0 3 .0 2.1 C 0.0 0.0 2.1 0.2 0.0 1.00 11.3 C 0.0 163.1 174.4 13.4 0.0 9 1 .0 3.3 T 0.0 41.6 44.9 6.0 0.0 1.00 4.0 T 0.0 0.0 4.0 4.9 0.0 2 .0 9.6 T 0.0 121.5 131.1 16.7 0.0 1.00 10.5 T 0.0 0.0 10.5 13.4 0.0 3 .0 12.9 T 0.0 163.1 176.0 22.7 0.0 1.00 14.5 T 0.0 0.0 14.5 18.3 0.0 10 1 .0 12.5 C 0.0 0.0 12.5 0.0 0.0 1.00 12.5 C 0.0 0.0 12.5 0.0 0.0 2 .0 35.2 C 0.0 0.0 35.2 0.0 0.0 1.00 35.2 C 0.0 0.0 35.2 0.0 0.0 3 .0 47.7 C 0.0 0.0 47.7 0.0 0.0 1.00 47.7 C 0.0 0.0 47.7 0.0 0.0 11 1 .0 14.1 C 0.0 0.0 14.1 0.0 0.0 1.00 14.1 C 0.0 0.0 14.1 0.0 0.0 2 .0 39.5 C 0.0 0.0 39.5 0.0 0.0 1.00 39.5 C 0.0 0.0 39.5 0.0 0.0 3 .0 53.6 C 0.0 0.0 53.6 0.0 0.0 1.00 53.6 C O.0 0.0 53.6 0.0 0.0 ************** END OF LATEST ANALYSIS RESULT ************** 48. PRINT JOINT DISPLACEMENTS ALL L: \Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738111738alt.ant Page 6 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT HEARING -- PAGE NO. 7 20 e JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 -0.00001 -0.00407 0.00000 0.00000 0.00000 0.00027 2 -0.00002 -0.01007 0.00000 0.00000 0.00000 0.00068 3 -0.00003 -0.01413 0.00000 0.00000 0.00000 0.00095 2 1 0.00001 -0.01885 0.00000 0.00000 0.00000 -0.00044 2 0.00002 -0.04785 0.00000 0.00000 0.00000 -0.00112 3 0.00003 -0.06671 0.00000 0.00000 0.00000 -0.00156 3 1 0.00002 -0.01657 0.00000 0.00000 0.00000 0.00051 2 0.00005 -0.04199 0.00000 0.00000 0.00000 0.00128 3 0.00007 -0.05855 0.00000 0.00000 0.00000 0.00178 4 1 0.00004 -0.01289 0.00000 0.00000 0.00000 -0.00051 2 0.00009 -0.03270 0.00000 0.00000 0.00000 -0.00130 3 0.00014 -0.04559 0.00000 0.00000 0.00000 -0.00180 5 1 0.01547 -0.01960 0.00000 0.00000 0.00000 0.00049 2 0.03978 -0.04997 0.00000 0.00000 0.00000 0.00130 3 0.05525 -0.06957 0.00000 0.00000 0.00000 0.00179 6 1 -0.00444 -0.01741 0.00000 0.00000 0.00000 -0.00046 2 -0.01152 -0.04435 0.00000 0.00000 0.00000 -0.00122 3 -0.01595 -0.06177 0.00000 0.00000 0.00000 -0.00168 7 1 0.00443 -0.00861 0.00000 0.00000 0.00000 0.00046 2 0.01135 -0.02165 0.00000 0.00000 0.00000 0.00118 3 0.01578 -0.03026 0.00000 0.00000 0.00000 0.00164 8 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00026 2 0.00000 0.00000. 0.00000 0.00000 0.00000 -0.00067 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00093 9 1 0.00003 0.00000 0.00000 0.00000 0.00000 0.00000 2 0.00007 0.00000 0.00000 0.00000 0.00000 0.00000 3 0.00011 0.00000 0.00000 0.00000 0.00000 0.00000 ************** END OF LATEST ANALYSIS RESULT ************** 49. PRINT SECTION MAX DISPL ALL L:\Buildings\6314-003 Apex Homes Permit Sets\Calculations\11738\11738alt.an1 Page 7 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 8 2 ! a�22 MAX MEMBER SECTION DISPLACEMENTS -------------------------------- UNIT= INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL 1 0.00857 21.00 3 4203 2 0.00389 9.00 3 9252 3 0.02056 24.00 3 2334 4 0.00876 24.00 3 4110 5 0.00822 15.00 3 4379 6 0.09082 50.91 3 1121 ' 7 0.00054 8.49. 3 63271 8 0.00188 22.63 3 1.8089 9 0.07847 50.91 3 1297 10 0.00000 0.00 1 0 11 0.00000 0.00 1 0 ************ END OF SECT DISPL RESULTS *********** 50. PRINT SUPPORT REACTION ALL L:\Buildings\6314-003 Apex Homes - Permit sets\Calculations\11738111738alt.ant Page 8 of 9 Tuesday, February 17, 2004, 11:18 AM TRUSS W/ OUT BEARING -- PAGE NO. 9 22 22 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 8 1 0.00 184.63 0.00 0.00 0.00 0.00 2 0.00 450.45 0.00 0.00 0.00 0.00 3 0.00 635.08 0.00 0.00 0.00 0.00 9 1 0.00 201.64 0.00 0.00 0.00 -1020.79 2 0.00 494.07 0.00 0.00 0.00 -2616.87 3 0.00 695.71 0.00 0.00 0.00 -3637.66 ************** END OF LATEST ANALYSIS RESULT ************** 51. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= FEB 17,2004 TIME= 11:18: 5 **** ++xxx+++xx+++xxx+++xx++xxxxx+xx+++xx++x+xxx++xxxx++xx+++xxx+ * For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations x x * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@netcom.ca * UK +44 (1454)207-000 support@reel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net + + * North America support@rei.usa.com * Europe support@reel.co.uk * Asia support@rei.asia.net +xxx++xxx+++xx+++xx+++xxx++xxx+++xxx++xx+++xx++++xx+++xxx+++ L:\Buildings\6314-003 Apex Homes - Permit Sets\Calculations\11738\11738a1 t.ant Page 9 of 9 L STATE OF NEW YORK - DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223.1 -000 ) GEORGE E, PATAKI PANOT A. DANIELS Govenno. .Seeller/AT Of 57ATC February 25, 2003 Mr. George Clark Vice President of Operations Apex Homes lnc_ 247 US Highway 522 North Middleburg,PA 18504 VIA FACSIMILE TRANSMITTAL System approval CONDITIONAL Dear W. Clark : Issued herewith,in response to your December 06, 2002 application for approval of a Detached One- and Two-Family Dwellings and Multiple Singlc,Family Dwellings (Townhouses)System-of Models is Factory Manufactured Building Approval designated M 1168-02-074, as authorized under Parr 1281 of the Uniform Fre Prevention and Building Code. _ r Buildings manufactured under this approval are limited to installation on sites meeting thefollowingcriteria: _ L" The Seismie;Design Category as determined by geographic location and soil Site (Iaae Is limited as follows: - - Seismic Design Category AB,C.for Detached One-and Two-Fatally Dwellings- _ 2 Calculations fur snow drifting on.lower roofs S sliding snow leading must be explicitly addrea+ed for : ..-- - - - - - .ae1. mairdaal plan submisuon- tabular 104.tiug values witisin ttie system (snow or: ,.art; ..a... _ .. specified for each individual srshrdssion. The-pins s+sbtnissiun wust :i.clude engineering- da: z. fcr -. . structural members which will address the increaacd loading iv ithin the drift area. SupplementalConditions of Approval In addition, the conditions under which system approval is granted are: I.The matutfacturcr is to submit to the Division a duplicate of the permit set for each dwelling to be ufslalled in PJcv Tor'; Statc Foch permit set is to by sealed and signed by an architect or cngmeer -r�J in rIr.' 1",.r:. o.Bt_ .int is T. �sr - .ir_l,:i-r :n�rin - . - -tril'iciuon [hof -,[hc I,Ieula ami +pe.ili�.I�lin� ul the permit set arc derisetl lass .u1J c with the pl;ute .tad specil;cahun� associated with this approval on file win the Divi=itat and this wndithmal appruv:d Icncr.•' The certifying architect or engineer may not be affiliated or associated with the manufacturer s quality assurance agency. The following are specific requirements regarding the contents of due permit set 1.1. A sci of drawings comprising at a minimum: 1.1,1Cover sheet which contains information on: -Project location - Design crireda: listing of applicable design loads such as Ground Snow Load, •.v."w•GOS.STnTE.NY,U9 E-Mwl l; InFO(�_GO9,9T>Tc ryY.11$ CJI-E, v1 .:iS1UH S 1',5 ^ .'.4:�/ DAr. Gcorgc Clad: February 25, 2003 Page #? Seismic Design Category;Wind Speed,Live Loads,Dead Loads, etc. -Applicable building codes and design specifications - Encrgy code information: statement by professional of compliance with Energy Conservation Construction Code ojNew York State, 2001 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block - Certification; by design professional- of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans.which convey the information on: -Required and provided light,ventilation.egress,window and door schedules -Unambiguous identification of structural members -Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: Building integration (module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-,typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed. sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number, and NYS insignia number. 3.Thc manufacturer will promptly address the deficiencies of submittals. 4. The system-can#idcnal-aper va!is-subject-tt-ternninat;on upon evaluation, 0,Compliance with.the - -- provisions of the Uniform Code. S. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code afNewYork-State. Deficiencies will be reported to Manufaciurer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval' placed on the accompanying set of plans [sod h, tltc GunlirvinJ. cllcr dated Februari 25. 200 ^1 cop}� �.�1 tL�� I;"of r'11, 11:1-1-.� ;I Ihi ';.�, � ��.,,i! :�r, naLn <u nl lur a )mb, mi i _rv, t antl Inc Sc�mrJ a 1�pGc:uc gni;:!n.i; George E. Clark,Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd N Young & Young s 400 Ostrander Avenue, Riverhead, New York 11901Ils 631-727-2303 41P Howard W. Young, Land Surveyor ;,�� 9 O� �� ��i Thomas C. Wolpert, Professional Engineer K ; c ?� 0 <'; OJT' ��P Robert C. Tast, Architect e W G� �' + 0 p�F, / Ronald E. Pfuhl, Landscape Architect n l o ��J,ees J v0 0� qP�j ° So.. /" 0000` HEALTH DEPARTMENT U5E < `' 0 o0 ' SUFFOLK COUWt. O:.r RTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FORA ,d sq9 SINGLE FArayRESIDENCE 'ONLY _§ b T. ) r• o 0o p� 0� 00 ' „Tr ey / / ` t` j q>�o APPROVES ,�' �'p\����� l r'3. ' i°V V4Y/••/i,". \\ `6� \ / \ ��p/9 %/0070 \ i=C%R f/ICUMi1>. UT. c. r .L EXPIRES THREE YCAr'S FROM, DATA: JP F'A RGVAL � p� APP IN ACCORDANCE WITH OA D0F >°° ug h+ F o REVIEW ETERMINATION DATED�pY � � ° W q�q O� QUIRSD �. �' c� sr o �. p "^ kj By V`Y� At O sb, B �yS +i e� -- — TEST HOLE HOWARD W. YOUNG, N Y 5 L 5. NO. 45593 = j 01/50/04 4$$ SAND w _ \\ -C�/ ,/ pS 1 6 LOAM ° �Y' �a SURVEY FOR �c� W���oo, � eod� Old '�� I BRowN =tmy �1 0 '� V ,N�'(N / �( ( GILT'BAND t owry o'er /' s t O (SM) .1EWELL Z . GONZ�.LEZ s� At Southold Ton of 5outhold PALE BROWN wa a ./ FINE SAND rsP� SufFolk County, New York 0 I C ourty Tax Mu ap o so- c 1000 sec .o 78 Block 07 Lot �5 r / .4) NOTES "A PR IN 50' BUILDING PERMIT 5URVEY - q� ') n �. PALBzo� S �� it �qc�e/qy e O vq AREA = 16,567 50. FT. ° 9 • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) ti 6•`` J! T > r +, U AMENDED SANITARY SYSTEM FEB. 25, 2004 -� J C_ �`ti�� y�oti y OWNER STATES EXISTING SANITARY SYSTEM HAS BEEN ADDED TEST HOLE FEB. 2, 2004 bo MAP PREPARED NOV. 1_2003 \ sr • OWWP NER STATES THAT EXISTING WELL 15 DEEER THAN ----- -_------ """-'F" \ \ my 40'. I"=30' • FIRM FLOOD INSURANCE RATE MAP PANEL NO. SCALE: •noN yr ser ■-wowstnr r A .5Tn ser ♦-5TA Fo 0.ripe rarm 36103COI66 G LAST DATED MAY 4, 1995. JOB NO. 2003-0495 =- DWG. 2003_0495_bp .. :z + Young & Young �`� N400 Ostrander Avenue, Riverhead New York 11901 9 `Y 631-727-2303898 Pe Howard W. Young, Land Surveyors Thomas C. Wolpert, Professional EngineerFo Robert C. Tast, Architect Wygg � EP- U0��afC?r V D� ���v�•r>~ > \D0�\/ ��.�.SF 3 8 >• /."/�� /�n,�<,:� _ti_`��_v�` eo % Ronald iEi. Pfuhl, Landscape Architect + Douglas E. Adams, Professional Engineer W E 1 $a�8° If � o e¢ �o ° 3d � 1MyT �g s S 6 p00 CJORcj6 F O aWF� V SURVEYOR'S CERTIFICATION \� /• {G °% ,fin }�Y'' • WE HEREBY CERTIFY TO JEWELL Z. G O TH15 SURVEY WA5 PREPARED IN AGCORDA � \\ /•'.4.0�/�� �' \' s. �" y $F OF PRAGTIGE FOR LAND SURVEYS ADOPT �� s�++c t"r 9a YORK STATE ASSOCIATION OF PROFESS Go �f'O'�l- �.• �.�.� ,� yF �� 5URVEYOR5. 9n �� ��. A yT Y. sgY3 3 � �^ HOWARD W. YOUNG, N .$. L S .5. NO<� Oa93' �j c m 45893 J� ox ` 9 F Qr yza= �Qt SURVEY FOR ° JEWELL Z. GONZA�LEZ j o` �� g k At Southold, Town of SoutholdA➢ t _ - Suffolk County, New York o� �Q �0 County Tax Map Diso-ict 1000 secti-o 78 91.,k 07 Lot 25 0 q� V4 FOUNDATION LOCATION SURVEY <` oLp 7 �� O, FOUNDATION LOCATION JULY I5, 2004 AMENDED SANITARY SYSTEM FEB. 25, 2004 I 6.N 7 S NOTES ADDED TEST HOLE FEB. 2, 2004ps� Cic MAP PREPARED NOV. 11, 2a-3 ea�� AREA = 16,59-7 50. FT. < gees \ FIRM FLOOD INSURANCE RATE MAP PANEL NO. SCALE: 1JOB NO. 200 200 ger 0-rbru,�rano A ,5TH ger A,sr�e rourm ,n�raurro 36I05CO166 6 LAST DATED MAY 4, I99b. 3-0495 FL 3° DWG. 2003-04q5—foundation-10r- ���� N ��o Young & Young OR 400 Ostrander Avenue, Riverhead, New York 11901 g-h 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect �VaB G,ti�lph ti`��� �+ �o����� Ronald E. Pfuhl, Landscape Architect F3, W E [� �Q-,0U i Douglas E. Adams, Professional Engineer S38SeS> S/S / �� LO Q��P/ o 000 NOTES �0 j AREA = 16,5"-71 5Gt. FT. X ¢ ? � • FIR'S^ FLOOD !NSURANGE RATE MAP PANES NO, 36 03G0'.bb G S LAST DATED MAY Ig 4, 98. ga, /9 ~ SURVEYOR'S CERTIFICATION =€€ Wee 7j �.y � Nlt H[=KtBT U�FCIIrT IU .JtW tLL L. Li UIV L.4Lt DECISION 2000 REAL ESTATE SERVICES, INC. y�q J �� t 'i• o s .L• . j. & HSBC MORTGAGE CORPORATION 7-A7 -45 •fi e O� �/ �// `� SURLY ✓VAS PREPARED :N AGGORDANGE rNi -,E GODS O.� 3=�� O4'+ PRACTICE FOR LAND SURVEYS ADOPTrD BY 7mF NEA YORK ST Tc SSCG,A' ON OF P =55'CKAP _AND dR ^R '"jl U6N� *0 << << L �� NEW a co "ami g Q 3y`Y c� �' � e <9 ���v HOARD �N K �OG, N Y S _5s NO 45bv5 FO LAND p >. 19 0� SURVEY FOR'rig < 'k € � S 90 sr -as a '' S ° JEWELL Z. SIONZALEZ �° Fp c At Southold, Town of Southold ;e o C) o p Suffolk County, New York g DG �; A t' N w� �r =i p t Gourtu Tax Map District 1000 seotlon 15 mock 0�`Lot 25 ao� 3 a 0 m _ ry • � o g° ryp �0 U FINAL SURVEY o g c /^ g L C n Ft 6D S� V_ OY '^O V� ,N3� u fi3 9 5e n �p JL se FINAL SURVEY JULY 28, 2005 0 �� v r�+i❑ A 9 'Jj Q, V ADDED CERTIFICATIONS ONLY JULY 2'7, 2004 FOUNDATION LOCATION JULY 15, 2004 €, AMENDED�CSANITARY SYSTEM FEB. 25, 2004 '*j i' i V :v Ann= IL:.JI nv�� <, � C1 to iii C s \ MAP PREPARED NOV. II, 2003 @aaB gc Zt ` SCALE: "=30' We p MONIr�+r ser i� " Fa.ND srw.e ser ♦-srwce ra�ry 0. ramlo ice.rtooF rn2x c.cwr-mer JOB NO. 2003-0495 r. C+ 01046. 2003_0495_fs s FUTURE SURROUNDING/JE WELL GONZALEZ ON-11738/NY ,,'-R• -5 )•-Ir Y-IrI )p ' c-• 1. T-0 r-Io- 1 U'10) Nq",t roti 1tu (-:�, .'-Ir 22-a• b ® :MinA)w ,,r-.• ar-o- O mw l.rn x.u''' AN 1. ImlM w_ -z' � ✓ -� �:.C,i(T f-`-C�:7 l C: �u[L••cm _- ...w..w RMN _-- �...¢:K>n ` I /Y1�+,� ( � N�y � 1�� Q -r ®N'-I V2' ® 4-61nb' ----r-f------ IRS, IL - �h] KMT.ems. - 16--. v2- b ^/ �J / T� /� \1 • O So.Ft b H Yf , ` '^ ` W' /V w / V L I F1 1 u1��iti 0' Ro-lw,9rL.(..:a' ).)s WENT xco-D (,3 F S�i7' r' N, %�•=Z:�' - tto -'Y- rl}iwTSmn 29 MT LIIWT A'DD n • 1 it MORmM rs n 91:Mm am WExt PRw'D "+ :3/,4 , /j » �.� _„� 121" lw i . 83 LI zn(r. N � r-9 nna• r-6 )n - r M rq^ 2 NC I1.1 Vc., aro 1.1 VEx, "(W 1� MB So. T \ zz2D VENT P D b -^�y.,,9' (-1 x6669 m.r} 6, f�hi { t:JG-I-) lS r,S �'�,•: CAE:�i L:=i7.. 220 VCxr rPoV o = x696 WENr 70 f�COr= w ❑' [Au} Rml " - .i i0 LlGxxro - m w tt0 zea.) sa(t. F .mi m."..'ur•'=^ T2 _ N.w VENT PIOV'0 - ► - _ am.LIGHT REWD liii iron�D = SITLKN/mNING ^ '� �,. I<; `5 Y1� � I SL_iD,I, �f) IT."WENT PfOV'D r DANE—ir C (�' C'C. O _ .. '^, L—__ i'At(� LI 4DEL> W 4L I- AL-C gj: SI i 4 A j� mi.. Q: HALL 6 - - ---------------- (yx PAN -•10- fir= 2 ) SP1 .•-t 1/r .- F (BN M Yx I— N e rv. IN 9 Y. LIF (IG N j nTlr.S� O 6xTc7Z/c« - .7 Itv 0�8 a' � � /J/1/ 6 16`•3`Wr T � - •-r _ __ ,. - _._.__..___ ._- _ .. . . id tt6 [LO Ix c —— b _ _ �'-Tp2- HALL ' . L__.6 cj IY111�`>O1J 1-i(:' O =LO. O ^) 12• IT-? Ile L------ -1w.Px - C CG+,-..C(r �,�>•1L L ��Y��� 1 --MDN .- Qi m f _10- - `k p /j 32. LC __ - .•.z- > L� _ �NT(e�,`,Dl� - 211 /� v C "I y- -o- r-1 1)2• ` F 1/ 17�V U lil/ G>c LJc.CE: /(,4(L,$ 1 r4 1/2- Mix R T� �I oIS C' M6 W.•I ITr. ' I b 4 1 6 'i <v ) f pC�1Z7� • 2 ts.sR LIGHT REra _ TITY", A - -J n ' pM �= - G� C �/„'T�-r�Iri c.'Ji%1.7'� ). VENT REWD B ' IK�So. —1 M LIGHT M6V'! "I LIGHT EON _ 1 p 11)R VENT P•6MrD rOr[R IB2'MD Llfw! RPAD 1 ' j.! '}L—�//� V�l_f<LL—� �� 9b0 VENT PIOV'a —•� L� xa�. 1 L,� DCi NT (•!.i76�i f�'Lt.;S LAUNtltY L ALK-w o = DAM, IP mM1U9a o r p` A ,>J 1-4v LIZ G r-G/' s• o- , (� f / 7 ) n t C41( ' V� 1 ® 18 b 'm, b b l G J� = ��T� _L/ H�( //L( u `Jf� L � �A I © OIrx:IN VIN _ zr-o--o- �:M1.im ai�.rf 6 Ir-11v 1 AE l`VY ��1�IlLit Z I Kr w PERCH () . w.a.N "' I r r �a � � (V�l� `� �il OL F31 hj,�L- C�(7�� Pizc 1� ry ma MW.sr n N"P�i33! .r"'i.ii'nLn i`Si n.n i I I i P-Slip!(OrKAS >-------------- ---------------- , :, NCI ' 1 i=;�A ILl i7JE� •% . ;Imo,, - SITIPC --------------Pt'•a!Y'i'+r�— 1-In Wrw lrr , 113 'r"- +R AN Nn r m ePw[rL.nn-(rorarr AADuxm G/ hE DC. C�E I I S y7- m.rcMui.ww WAR n-r m.+.o.o I I i !� ( { p r LLK TAN ft.. ra+rriu S W.M.t(.n m C i� tJ ��i CYCA. - I I . ! AS J4 6( JL C�r•11�.�Ll ZJI�., EMP wM Vt MP:IAAF Y mmxA Y s r.A LALY.nYTq.r M R-:.N m MRMrI)ANY.rr.a S c ' (T IF'C - I I r s..oY nAN E•xAa.ee.NA+.Ir rmnwlN.wM WoMm nNl i/vl P_�e>:./ I I m.6 Y IW(OIlb.6 wM1 K(•06.ta.[ {/ 3� GG ALL CITY.LANG MAKING MIFFS,WITH SPAN Gr 7-11-60 LCSS WILL M la) 26 SK 92 ALL DINERS VILL "y I M SPECIFIED ACC6:aIw To NEW ME$ WNAN. r —� �_� 1 -- v-gyp Ci tJ IJ EC �;c_. HIPyr Cio• Qc NSC HIOr WIND PACRAff 1 ; _ ALL M/V S:WITH SPAN 6r .--r dl LCSS `- — ---'� ' O GARAGE V6LM ) .6 SM .2 MAL 0TKAS WILL I ANTS"m' 1 6 i . r�;�,.✓1V� �E I{�1 L—'�f> L/(— �.,�1� �-1L,�C��>`," M SPCC D a=Djm TO NEW MCS NANML. HOUSE TO BE ERECTED AT `,-L' �' I I _______________ //--LI SOUTHOLO. NY. _ /W' surrOLB COUNTY .S Le. SNOW ZONE 120 MPIL VIND ZONED SEC GUST) I ® .-Slr FLOWN EGISTER IT FROM WALL)12 RECLINED 26 PSP. WIND LOAD //'r EF�� RRY TOE-KIK KAT GRILLE L LOCATED!K} ARDS)2 REOUTAED SEISMIC DESIGN CATEGORY - B , • • `ciQAJECIT ® 6•SIA-MI4VLOW MR MIUNM6 ! B)' L Ir K(. ) PAI93 ACDUIMO `aW1i JC3rV L��1 H+YIJ 1''_'D- w1r •C• 11'-1r UNIT /1 •o- �.�F+i�E ! �.' Inn// zr-r PAGE 91.4 �� �� C NOTES: I. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY jFCLG BEAMS VER GARAGETO BE (6) 1 1/2'A SIZED HCATING SYSTEM TO COVER A 87.000 BTU LOSS HA R' CMEARTARppN-7p'-§ CALC'CD P FINAL STAGE) ® 3264—CUSTOM RANCH 2, HEAT LOSS WAS CALCULATED W/ R-19 INSULATION DR HEATED BSM} THE PEAK OP O. • - DENOTES ADDITIONAL COLUMN IN BASEME)LT 0j p�+S/ PCRIf[T/ON EST VALL HDR OVER HEARTH ROOM ip BE t3 1 I/2'.1.' NL. LSCC . PGIB)IOl/12 RAFTER 16. O.0 --' /; „ (i c> ( /LI-LiA�/f. // 15t STORY FLOOR PLAN CLG BEAM OVER GREAT ROOM TO BE (.) 1 1/2-dB- MZ. (SCC . PG109) ��L'' D L-° HO/Y/L S fNC. 6 CLG BEAM OVER KO/HALL TO BE (U 2.10 SPr .2 (SEC A PG 109) 8, ' ('/•pJ,L; T.( '� -1'j�� (ty. ` , ce•vx s.- wrc sr•LC L•.w- ELIC W 7, CLG BEAM OVER SEDRM EI/BATH R2 TO BE (4) 2.10 SPF .2 (SEC 4 PG 109) LFII c 2kL [>e i �- =""-7- CHGi tRS 118104 v'=r-a' sm fral AI173C � I 2 6 RANCH BILEVEL T-RANCH SPLIT LEVEL (DVG 3.1) T-SPLIT LEVEL A-1 L-RANCH (DVG. 3.1J (DVG 3]) (>�3v (DVG 3.0 3 (DVG. 3.1)4 CAPE 5 (DV(I 32) TWO STORY TWO FAMILY RANCH 2FAMILYVEL SINGLE STDRY/TWO FAMILY (OFFSET) (DWG 92) (DVG 3.D (DVG 31) TWO STORY/TWO FAMILY (DVG 3.1) TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY (DVG 32) (ma BD /DVG 32) CAPE w/ SHED DORMER DRAWING INDEX DESIGN BASIS nw 32) PG M DESCRIPTION I - Al COVER SHEET TRUSSES- Al.] ELEVATIONS 16' O.C. - 60 PSF TOP CHORD LIVE LOAD AIAA FLOOR PLANS 10 PSF TDP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, A1.5 ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE Ld,D THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE A1.6 FOUNDATION 7.5 PSF BOTTOM CHORD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A2 TYPICAL ELEVATIONS 24' OC. - 40 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A3 TYPICAL ELEVATIONS 6.7 PSF TOP CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. A4 OPTIONAL ELEVATIONS 10 PSF BOTTOM CHORD LIVE LOAD AS FLOOR PLAN MASTER 5 PSF BOTTOM CHORD DEAD LOAD qp 3-BOX WIDE RANCH A6 FLOOR PLAN MASTER RAFTERS 3-HEX WIDE TWO STORY ( 32) A7 FLOOR PLAN MASTER (DVG. 3D 40/45, 60/65, i 80/85 G.S.L. (WORST CASE) DVG. � A8 TYPICAL BATHROOMS 10 PSF = HEAD LOAD A9 TYPICAL KITCHENS A10 TYPICAL CEILING JOISTS (STORAGE) SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' KITCHENS A11 MASTER ELECTRICAL PLAN 20 PSF . LIVE LOAD 10 PSF OR ACTUAL WEIGHT - DEAD LOAD Al2 MASTER ELECTRICAL PLAN THE PEXX OF ATYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA),A14.4. !L/ /gy p j,'1� P"FE6717ON _W14.21 HVAC SHEET 40 PSF - LIVE LOAD HVAC SHEET A14.3 HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LEAD ylOJ //// /y C, INC. ll 1/l l% r✓ A14.4HVAC SHEET FLOORS (SLEEPING AREAh AIS TYPICAL FOUNDATIONS 30 PSF - LIVE LOAD A16 TYPICAL FOUNDATIONS 10 PSF OR ACTUAL WEIGHT = DEAD LEAD 247 US HIGHWAY 522 N, M(IDDLEBURG, PA 17842 Ail TYPICAL CROSS SECTIONS WIND LOAD, (570) 837-2393 AIB TYPICAL CROSS SECTIONS AS PER ASCE 7-96 A19 DELETED SEE CALCULATIONS MANUAL APPENDIX 'C' A20 DELETED A21 DELETED UPLIFT, 1 A22 DELETED AS PER ASCE 7-90 A23 DELETED SEE CALCULATIONS MANUAL APPENDIX 'C' i 'E' M O n U.1t O C Iy U FP,FS N o. M � 168 A24 DELETED UNBALANCED SNOW FACTOR, A2DELETED LS ALL CASES FIELD INSPECTION NOTE 'ems• PAu4. A266 ROOF SYSTEMSAUNRT 27-2 DELETED WIND SPEEDS THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE a A281 DELETED As PER ASCE 7-9B SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, QF NEW Q'° t.,9'y,7 i COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS 6 UNDER APROJECTSECTIONS DETAIL 90 AND 120 MPH AT 3 SECOND GUST (i ING FLOORS, HANDRAILS FIELD INSTALLED 6 ALL WORK DONE ON-SITE �Q. 4'A S Kp Off, W �° 41A330 PROJECTING SECTIONS DETAIL ?' . �•° �_.. °° �• A311 PROJECTING SECTIONS DETAIL A32 DELETED DESIGN CRITERIA GENERAL NOTES NEW YORK STATE E6 P °• +' A33 I TYPICAL FRAMING DETAILS 3 4 1 TYPICAL SECTIONS AND DETAILS CONSTRUCTION TYPE, S IE CODE CONFORMANCE, _ ,•� �w A35 TYPICAL. SECTIONS AND DETAILS TENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF HOMES, INC. THE METHODS A36 I TYP. 16' VIDE UNIT FASTENING USE GROUP, R-4 OF CONSTRUCTION DETAILED WITHIN SMALL BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE , _� M A361 TYPICAL SECTIONS AND DETAILS DRAWINGS WITHOUT THE CONSENT OF APEX FOMES, INC. IS PROI3ITED. ON FEB IAS A37 DELETED OCCUPANT APEX HOMES, INC. WILL BE CONSIDERED AS A 'SUB-CONTRACTOR' IN ALL BUILDING PROJECTS, THE RESIDENTIAL CODE NEW YORK STATE hQ. 87�� �/3 LOO SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS 10 A38 TYPICAL FLOOR / CEILING FRAMING ONE AND TWO FAMILY DWELLINGS ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING NOTES R0FESSIO P A39 WALL SYSTEMS MODULE AND ITS CONSTRUCTION. COMPLETE PROJECT BUILDING DESIGN GA. SITE, FOUNDATION, DECK, ON PORCHES, ETCJ SMALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD'. A{0 WALL SYSTEMS 'ON-SITE', OR 'BY BUILDER' SMALL BE THE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR'. 1. THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL PLANS AND A41 FIRE SEPERATION DETAIL NOTES SUPERCEDE MY SUCH REFERENCES. CALCULATIONS MANUAL SHELLD BE CONSULTED. Tll IlI!(V A42 FIRE SEPERATION DETAIL ALL 24' VI➢E MO➢ELS ACTUAL DIMENSION FROM THE OUTSIDE FACE a WALL FRAMING IS 23'-B', �rP�ix nAKawv A43 FIRE SEPERATION DETAIL HOUSE TO BE ERECTED AT AND ALL 2B' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 27'-6'. 2. FACTORY MILT PORTIONS ONLY. HOMES INC. SOUTHOLD, NY. SUFFOLK COUNTY AND ALL 32' VIDE MODELS ACTUAL DIMENSION ORPO THE OUTSIDE FACE L WALL FRAMING R FOLLOWS . t4f pB ffO BS, YIODLfNUNC, PI r>A.e 444 INSULATION VALUES THE THIRD PARTY AGENCY SMALL BE PFS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOVS� 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (�D)BaAY M lW BB>-R2M _A45 INSULATION VALUES 45 LB. SNOW ZONE STATE INSIGNIA. DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK. FROM THE SYSTEM AND SUBMITTED TO LOCAL A46 TYPICAL PLUMBING SCHEMATICS AND NOTES 120 MPH. WIND ZONE (3-SEC, GUST) CODE ENFORCEMENT OFFICIAL IN CONNECTION A4WINDOW AND DOOR SCHEDULE 26 PSF. WIND LOAD WITH BUILDING PERMIT APPLICATION SHALL BE COVER SHEET - IRC ACCOMPANIED BY A MECChlck REPORT ARB8 HIGH WIND DETAIL SEISMIC DESIGN CATEGORY - H SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) n BSL/DRP M�18 JAN 0 wEr Dv0 ro Al 1 i r 1TIDML nvPm s _ v1To(sL nn+o 'tPA E RESERVED FORM NEW Yom STATE VAMP OF N AL' WM.0 0!1@I[a meUl T WILL G MPf[l IDUER fNL G 10,0 LOUQ a /1loOow)[OMp [�L�L a w)lO.O m NAIMkI wlt[10D ro l!/YIIMY> wN000 m IVLL l� T a T TMtt IIiI01 OF NET S� OTTO•L a1M6 o1RTTE IKTALLER O�fIR a 0(IDYL Mo R� n DNfRS OTIDNL I Trot L[V[l MY ROTATED A JrK (u 4 aQ } 4 [O�OR 4 nn A fia 00 rT ► ti 0 } LDIO 1[V4 Le . r,r aWotm a RANCH6„ SPLIT LEVEL GPU(TIDl A 1R pta11�( ' Ga�LO(1a�0 CAup T)Q ION.VNL 01!fl)?k1Y i wTeoae m 1NR•ND + LOJ PTS a� rsneamo m leneolw •. / ' OIIYML N. f-� ATT INS bAMTTW T 1 6 A i- L -----------� 1 y i 3 of 1 I 1 M A I pr Tu I T 4 I I 1 vA®b yLL as I 1 I S I } 4 1313 1 I B 00 I 1 BI-LEVEL i } NOTES 1 I T L____ 1. SIDING SHOWN IS OIJ SHINGLES, SIDING IS AVAILABLE( OPTIONAL VINYL- PERFECTION SHINGLES, HALF-BOND RANOM HAND-SPLIT SHAKES 2. EXTERIOR LIGHT(Od LIGHTS) TO RE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER TO PRE-WIRED BOX OR PIG-TA1L(PLLLVIRE) (1 REQUIRED PER DOOR) `� I. SIDING FOR ENDS NN➢ BOTTOM ROW IS SHIPPED LOOSE FOR ON-SITE sL--------------------J ,� 4® INSTALLATION BY S. STAR TVO STORY OR TWO STORY DUPLEX �►� ••' i� A. BANISHES, STOOPS, STAIRS, GUTTERS, IN ACCORDANCE AND SPLASH BLOCKS ARE ///��� FURNISHED FLED AN➢ INSTALLED SHOWN BUILDER IN ACCORDANCE WITH STATE t LOCAL W➢ES : pAOLLBERT 5. ALL ELEVATIONS AREALAB E ROOFS A 5/12 ROOF PITCH. SEC ROOF SYSTEMS OiONA f1 b 7 ® b ALBERT DETAILS , C OTTER AVAILABLE ROOFS lw v HOAER t Tp✓Nr rT1M r OTTOML nlIPO 1 6. SHUTTERS, CROSSHEADS, DECORATIVE WINDOW PANELS, FYPDN PRODUCTS, AND VENTS wlRome m Te/¢owo pPj,p� WnpC Q" T ARE OPTIONAL ON ALL MODELS 7. STORM DRAIN REQUIRED WHEN ONE RaF PITCHES TOWARD ANOTHER �� 1OLL 1A�uN f �m � B1 • 'F a OTOML NP tlQ (ON-SITE BY OLOBASEMENTr •• �40 � 8. BASEMENT VINWINDOWS ARE OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATE. SILL IAT NOT BE MORE THAN 11' AFP. O' ,,'9 • ; :A• , 9. ROOFS DESIGNED AT 40/15, 66/65 OR 00/05 PSF LIVE LOAD AS PER LOCATIONTUE REFER DE TO THE RESIDENTIAL COOF NEW YORK STATE FIGURE R3012(5) W. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLAN) GRILLES ARE TYPES AND STYLES MY VARY SEE WINDOW ll. MASONRY DPT(ONALj VENEER I ORS OTHER FOUNDATION FACING FURNISHED INSTALLED SCHEDULE ni •-..IIf��''�, OR-SITE IO BUILDER ' 13 D 13 CI IF g 2 '� 2004 12. TERMINATION ION T THE OF METAL CHIMNEYS WILL HE AT A MIN, 3'-0' ABOVE THE IF HIGHEST POINT WHERE THEY PASS BUILDING THE ROOF LINE AND A MIK OF Y-0' HIGHER THAN ANY PORTION Of A WILDING V7T111N 10'-0' (CHIMNEYS TO HE 9 INSTALLED DWSITE BY BUILDER( 00 00 a 13. IN ATTIC L ENCLOSED RATER SPACES, THE MINI" VENTILATING AREA SMALL HE 1/150 OF THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 TB!FLS IV OP A AT LEAST SOX Of THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS } •u /_ APEX AT LEAST Y-0' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE Ci REWIRED —!'1J/L7/- VENTILATION PROVIDED BY CAVE OR CORNICE VENTS F XO.VES, INC. 16 WHEN A TWO STORY WIT IS ADJACENT TO A SINGLE STORY WIT G.e. TWO STORY MODEL WITH ATTACHED GARAGE) THE SPACING OF THE TRUSS/RAFTERS DF THE SINGLE 217 US "r 622X, ICIDDL28VRC, PI f7842START WIT SHALL BE SPACED AT l2' O.C. WHERE THE TWO !NUTS MEET, EXTENDING AWAY FROM THE TWO STORY WIT t0'-0' �( (670)-837-2333 FAT 837-0200 15. EXTERIOR Cil RECEPTACLE WEATHER PROOFEDSEC STATE CODE FOR LOCATION REQUIREMENT t V N T 2 ) 16. ELEVATIONS SHOWN ARE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMILAR DUP EX TYPICAL ELEVATIONS — IRC 17. PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLAM SEE DOOR SCHEDULE 18. ALL DRAIN AND WASTE VENTS SMALL TERMINATE A MIN. OF 12' ABOVE THE R0CIF iHHM As AANm N_so AvAU N kl Tv snn LEVn.Nm TWO tTDR! MIDFla tri Wm. 1RTn we w 19. ALL DOOR TYPES SHOWN ARE OPTIONAL BSL/DRP TB JAN 03 A2 q 0 © it O/ ------------ Y ` L aG III - 0I km - - - �� p ------------- REAR ELE RANCH/DUPLEX O O , ■ Mm O p .. °/ _ �► . O .' ..azzz O C' O O REAR ELE It It ° it If O It I it It SPLIT LEVEL TWO p STDRY OR TWO STORYDUPLEX V O p •� 0to PAMMDWYWN AlBM o p o/ e o ,y . e. 40 40 1p 4 00 13 El 00 _ _ ■� cif ILL. wx_ O O3 BDX WIDEO TYPICAL ELEVATIONS — IRC O O O O :' WIDE UNITS ®®©® my vw OPTIONAL PORCH ROOF my vw I Arm V4 M OPTIONAL -OR CAPE ROOF ELEVATION -W BLE OPTIONAL WINGED GA M PAM AMW %i'*% dome - - - - - OPTIONALW4 W ZJVC OPTIONAL ELEVATIONS IRC OPTIONAL DORMER IML I NR R11A1r!IIrNNTIDI vrR a Nun-rAlmr _ _ fi-1 NL i 1RQt0 Lit LNO 'aAZ REMCL•iD!SY M NEV Tml( STATE MAW 6 ARROVK' RID1 paV.MTp2V.MT p ___ 1 1 ELLY - ¢ ICICLE MY C 1KS IEVfl MY Y MSAM W ILQ[F!� SE2LY lLIIlt P7, POT.E{1101 WiT RIIY m 1 NL 11WAIT SVMAILI W/ rVG STYSY YlSO63 c¢-1 ML!SII l➢I LCO T TRI •O ry' 1Mtl1 4'-P l\ LL• MT K YfTIDYI MIDI-py1V6_YlLpl_SN[ AnTMU Yy' A IClLLr! MY Y AAn•!K q Ir-v TI•Y u• AnAoo rm.R zW K �, rNd H,� RM IEVL!-T'!O is-M mRY-Y11C23 AMADO SVA¢Y1Ma C o)iLLILr S loAMro Iml M Atllmrl Mp® RY SKm L[Kla-li Q L'!-iV0 MRM-YRL6 aKl2 AIO M ATIS AKA M MLAO ~W v IT LY'fYM AAC AMLb C Ana VYOWf MY Y¢STfO ®Ii!al!CTFIDI 4V.2 IM M1C10 z LQ KICYNTE aAM NYMS m M GYAQ 0L O O O O m NR LAan.MTA nATc aAm m p r I¢¢Lp,Rcs RARAa '�a u r ----------------- 1 -2 SIP rS' MM - rb' NM. - NIN r 1 b NI SS 1///�\\I i 1 • ¢" O •�• 1 m O 1n.uTlaauA¢R ar uTNUIK pa - � yy�1l iATll �If01 ii - uTORK¢i Mlro Mr R'qZ _ �• I I 1D®1M 1£DROM 02 Ly � cTOIR 11 I �\ Y ( 1$y � •' RA""R"¢Y.Y `=i ImucY mwYc •ml p 1W.I 1pyyy- VKLS RY 11 i^\ ♦♦ ♦♦ -11• 1 ❑ II lidSIM 1oa �IS A A , M ml I11 1 S%yW i 1 1 _________- 7 1 S� `^TT -�I ♦ i TO V ! r p¢GTIp 11 11 -� •RE"TED S i y H ILm W iVo '_I i i i i j 1 4 1 I aT.MNlaai 11 aT.nAm M 1 i ♦ i aiow WAS 11 ZJJ zW Q I L _I \ n 11 IeYG ARG 11 1 ♦ I I O i q I i \ 11------_-�1 Le, ♦ m I I 1.1 y _______________ P ii S✓ \\y% ji ply 1; l►1' T 11 \♦ IUL __ 1 LI i } paml n > to LMNG ROM R qq !rJ Lp' Y W J T(� RE➢Rppll RI {$ IEDROM R3 I I G E.toI I Y fNarI I 10 y1 q IL- -'4-� Q •Y N �� �� �� A 11 zJSGWWS O O m Y ro` a L {i i i�� • > ;-a Sxrrn i i - NIM 1 M % I •yXIY II 1_ lb lar wokq ^J, L-r MY CL m __- KLSTAn (ID 1 O O • I _ JW[YYIr �<W]t ASTER FLOOR PLAN IL____________________1� KL bYIVYWL IIIDr I YYL LE awl,r I WMr, � ✓• 333 qM 1 Il TGYr Thi YYNDL NO C AVdIIALLE 11'YI WY �r ¢-1 NS IF]1IlO1pI1 ILr LYO 1Mr RAM MY IS R[YIIip LI Cff10®6T011 pYm •�Ste'R¢ OREIY L M 1YWE IpbN$a A N6l➢p WT IS YLgTIp I t¢C IWRAtE aAQ LMIl C Ib ID.R.IYl RID1 NZA VSTN Y R.IYl p1C10t ,,,�' ��,���®��� - N]®RK 000.011 Y NY YR6TRIl LNRL 1ST C+RIIL¢p1D1[X,A1• YmWA alAs I.CS I)r Ln rt.IYL vlm A 1 R.IaM lboml r Aw Almur RLM aAa v11M LEC IILw a¢Im mMo 1WYp!a W R.W L Ira rNY r¢Lm tDsrlo 1WAA:p iL rt.AL � rP/ vA NL 11¢ !� , /� a VIL'fp IICA C M SmTI aAAAL R LlVOC.WY MY ACC M pros AI•Y00C r■��/o/ \�pl'-fial VAQ CMII C C SI r1 I Y4 r¢I M11YK L dYF MN 11 ap0�M M•TLt rmli M. WrYIlA1L M]f6 V[p6ATp110¢LN YTSfICIK LI¢II L pNi MY Y I®.Rp 10110 IT 1QTS M� PIU)L• 1. mAlp R pOi ICC 1NW 1Y "SIMS 1 pYLI MK A IWNrA1L AS MILIIL.MM1L ♦M mTK 6AIIR ASIA q pTpp1 yALlf pRl ICI ll>I@7l 11�ppyy NJiERi m M MAI!SOE W AT Ir ISI AI ilp, YLESS YITN SICr NE ad TIOI MlLllf IN LMV➢p IL 1! SIWACK W YIIN 1" IS MAIC S CMI MLLR!CYLL MK R TK MOWY IYGTpM A IYq Clllyll¢O. L la fltlAfI R MMOIAILS N¢MILIMS YMLl C Mr IL73 1NV1'!D' IOI ISE 1NW TC IfLi YMLl SE AIN A Nb!1T'E SID,Art MK A Y•MC VSl11l MCMI®WOK]MY Alpt TTK 10M1A~¢LLYR YI mA11!Y. M I[IIXT iwLL S[ S 51M11 MKaW A®1)01 10 MYW1'LiRI IM UQmCY ICE�apSIC�m IS�rL aL11� WRYF-S' MII� 1 ¢EARMQ CT1�1 NVMAW IN CR}¢RITp VKLS ll L NT SE lrEi TMV 1 1/C NYSIM VDSM S, M¢ASW RL N[!M R M"Ajl A 0 m1M ir•NVt�• • .. I I ).KL LACL.MTA IIAM L MATO N llY E I M ODO M pT¢OI ATL GDI AOOTIDOL LYn V4 MK DTO A TY¢SYIY LAIR?MAn op LASR W C'YCCp. IASR LluTil6 IN1LL)<OtAro¢I ICVp1NL • �•! f nml nMs '� .9T Y+ _.:.? � .• ff s IS MYRAILL VllL l MK A IYYIM ICArI P TK•,NY M VAYL 0>VD¢¢ IS 1 1 1 1 T�rT CSC 1CCpYrbr Ism t11AlI)w IGdIo iim0 rm I ME rRnJC1TRM n& ,�OF•,�A,�� l i i i i 4 w mu m KpLR m Lxloml I 1'�^' E11 —\ � LL aTOMI rlotvss Yral C R¢TKLO ASLaAL m M XAYPIRI•p•i �I/////���� p6TML'rA¢Alp 1✓fA A-Ifl,YY i1M11 S¢TIAW M Y¢T p'i$YAlID1 MY IWLiKIYIOIi R6IMLZAt LL i¢MNOz oMl1 MK MW¢L[f¢I fIFL1Ifi WIiYL/JI N SlIOIL}pl L GL VA1p11CAnlef WILL MR C ITAro p Cimli la MA10AaS lIll 06TAL1L1 L IEC V[R(1010 OI•Cn YRL C AfSROVp M M LDAL YL00!FIDE OR¢IQIM ¢TS'!0 / lII/IEA!Y ' 14 R�fLVWKS I1Yll)C a/.CAQ•M.T T M1p0Al /Yf/lr9AY ¢w rumYu YINF p rRRVL10 VTIX Tdwl wrt IS, /lPJf;Y LL b( TWpr¢I[YYL LIMTyI MRRII} yL\LL p pSMM1D¢1 AL1[pLllIIlt YIL!! WKS! INC, 1l.ILL I[AT➢L CY@IO/I 011 TIMM LLER.MYAVI¢I NYICIL MIILVS 0 "SlC¢.WVa C MA1 My MW M YLIO NS Yl lIl{lLf,arOofilrrin PIS IfOIr Q LL NIOXl r VADZ SIWM MT MK YMIMO VO�Ii L S[pli Y LDC Y MY (n0}YI-yy lII IAf-YM MIN RS¢®LAY.VOR L CGLai RC VEY MY A - �IYpTyE� IA IaoN mr!,local Ali RM pamllor¢Mr MY`nwm Y IDc Y MY FLOOR PLAN MASTER — IRC aTIDML N.w mM pmrE'n""T � � SILTT LrvR lrAus —aTn1— IQr MpTALLE ar¢CYalmmc i >r Mn. ACV. NL gSL/DRP Ig IAN 03 A5 'SPACE RESE*VCD FOR THE NEW TOY( STATE STAMP OF APPROVAL- . NatOlf pI G/.K PNI nmlmg�aYr a ry enl r\onnvNr N�r - rtmi m em Sirr nLu R2W um M)no1Pm N NM• m ® O o ® F..V) -nn{' O I)TnrV v)u rr .•_v. Irl •+•r I yr w O S.I'S.�7� c�)m vc - ASL \z r vm m nz r coli m � �Io Rzu NRe Y.N ti°Y'z 1"TM wv ❑ lu Qw \®I N ® en o 1^N zml o rn h m s Q Rr®1 MT N.p moa era Iml © ® �yN`I vuTv"m� ^'u�:ro T � nmrm mon uisln �' vr91 nrmc r e � rmrnr � mm Iro.um mmoi'Qu.orlAi°1 v"Q� NrL m OIME YY MT\Q)Nf,Jlf MYN01 N NTiall ® p O/R1 ll>i m be N Ory iLC SRIOIInI Rl IOI OYII IS V\mrl® \ ..lT NDN U1➢R m A IMIL V M1109f v M 6➢ Q 1 Yrr/I If,O nrlrat�\n a,m •Qa m..rrmr Nu.r. pN an ® � ® m w. uva zm N>fa\1L)oQM o>Ao vc K6o«°Oir�LAw A)ielY•�+.owc v� rzml r stQz S a APPLIANCE L MECH. EQUIP. LOCATION R� .°a'c '+' • @ IN TYP. CAPE AND IST STORY OF roln "`mr\fan IV1At2 r vzr Ilru e 2 STORY CRAWL SPACE MODELS ePcr uQ m r N p. rArc ro r non rrol r.N m nn rb• r QINrWAf 1K nT'Mrlrn MIML K CAPE AND IST STORY OF 2 STORY •�� m TYPICAL SECOND STORY v PW MYr1At5 IO! m rm¢r AUL TNrM a yr Nm n,la vmnl [19rrJi.i Olt)R MmYYL N$IL S[[Ma v(Q ASIrQUI RIp m 1\o M 11r11td 1 Q, (D �� m 11 CAPE L TWO STORY a NIIIt STAIRS ),a•von m rAu AI r� NTmI N M)mK mnarLrr Iml >wl OW1 I YllprlrO mmN� pV�A�Ofrn Q Ar®1 rQl N I9r Nrowm mon atom rx ui I°a I�'r rmim�"r �r 1 Vf w I�\ w 1 IIT IN 1 1T IYY r Ir\n von L __ wro Wro m m Y W W i1Y YY Im.mA M1Q �z� mmnNn\Ym+wum I�Vr rr net � ®hil 10� � >Vol ILO Yf Rfll iMu� yry � ti/ '. Dater 0.t An a N rsrr yr r- \rme m r nm N.Iro r n..z NQI D ur i � m nmT oAn a N �wl un wr � I rn\/JYIOML RA Alni raA IrRa 91a vNo.rQ r von TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX mn I FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) N O T E S: © v.m WTm v\ro Wro 1. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED a r s emmai 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT e, rzon rt EXCEED THOSE SHOWN ON DRAWING 10 r ��clr S r 3. 36' SIDE HINGED PRIMARY EGRESS DOOR REWIRED Al '►�.�m r non nlru C (SLIDING GLASS DOOR IS NOT ACCEPTABLE) r m y m ( m rmn Asn Nv\ y m MINIMUM SECONDARY EGRESS DOOR REQUIRED. DVC\ A5, A6,.A7 ® P A. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST ! AIBBIF ONE EMERGENCY EGRESS WINDOW OR DOOR. EGRESS WINDOWS SHALL HAVE A oN� Y.r rLL Aro an Iz'1 m SILL HEIGHT OF M' AFF MAXIMUM. A NET CLEAR OPENING OF 3.7 SQ. FT. MIN. . ia.' • m v.mA oma A NET CLEAR OPENING HEIGHT OF 24' MIN. AND WIDTH 13F 20' MIN. AS PER - Nrayi ® Y.S r rro v.0 vl�n d IN SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATE IPaw r m NpR m m Im[m 5. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE410 ♦p o uvrc m INDICATED ON INDIVIDUAL FLOOR PLANS ' WYR ' Ilv.c m } L SEE DRAWING A5 FOR ADDITIONAL NOTES AND DETAILS op A. (1Z,�h( rtAQ try s �ort 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM IV 4P ♦�. o W K nomas z loll ISLL m Yro R znlml r z maD r uw,lou,s Ism R zeel r THIS DRAWING AND BE AVAILABLE UPON REQUEST c••>" - e u.m r K rnS r rPvn>v+y A •u.m r a,r me r anon onL L B. ALL WINDOW LOCATIONS MAY VARY ACCORDING TO I, c YPlla m mast r nem. A c NYLQ m m9U r room INDIVIDUAL FLOOR PLANS '0 Y'a ero m 9. ALL CLOSET LOCATIONS HAY VARY ACCORDING TO ® INDIVIDUAL FLOOD PLANS v.Oi{T 10. GAS WATER HEATERS ET PROHIBITED IN OR OFF .+ U OF SLEEPING OR TOILET ROOMS FEBr G U. ONE PFS, DATA PLATE AND STATE LABEL QP REQ➢ m / m vra. PER LIVING IMiT) SEE NOTE US ABOVE fa AYIlY um oY\t r w 0) -I Iv� r Aaoar rTvm 12. DVELLING UNIT OVER A DWELLING LIMIT SHALL HAVE A 3/1' HR. MIN m rcn rm z9,lu j NNaIL uLrr o.vy z Is FIRE RATED ASSEMBLIES BET VEEN OCCUPANCIES. BOTH FLOOR-CEILING e r rm zNu lol z erer rm,Qr ma na\ie rlAv (USING TYPE 'C' GYPSUM) L ALL BEARING WALLS L SUPPORTING STRUCTURES uulnnm ____________ __--_---_ e r Nm nvu w z a>S m art Se1snA S nn\r u•oN my u-r u%a+w W�ra rwnavoo TO ISTANT ION SHALL ON BE 3/4 IR. NII FIRE RATED USING MOISTURE RESISTANT GYPSUM ON EXTERIOR. STAIRS TO SECOND FLOOR SHALL BE TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DWELLING BY 3/4 W. MIN FIRE RATED FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER OF 5/9' TYPE 'C' OR TWO LAYERS TYPE 'X' (2ND STORY OF DWELLING OVER DWELLING) (IST STORY OF DWELLING OVER DWELLING) UNDER STAIR. I n, "Tn Nyy, wsw BSL/DRP IB JAN 03 A6 •YI¢RlOVO NI 1[V 101[VATE STAMP BF MIIYJK• YC.Ym ras•Y w¢ v uviizirt w u•r�I.�m m Y r mm> }N^�Ym�lu.�rl i1 w�iYg��io�urt rn uv wn m.x z.o.m Yu m.msmlrllf0v Y. ban, OYmI. ' YTI Y Yi m� Y1CO CIOp ]r._I eR.C. OQt�r�v �)1 K W —C9i}♦<9{Rit� Vf 10..nR�1 o a ■ D7 � ..Tswz Y111 u.w n W Yi + • ly y N y C!•11YLmY Y1 YOI _ AA11�i.m I 11 I 1 � • rn`TYY If010 urr rnz nn�ilvu WC T..M==v. TYPICAL DUPLEX FLR. PLAN zmm nl.Y 1®a1 T•u1ms N'R Yro IM.rLL z flip m ells z nso r VENT TO CEILING DRYWALL 2ND FLOOR LEFT OFF FOR PLUHRIMG ACCESS W(DrY„ O O O O O wNOT. f191! O w T-O'MY TV 101 1 rl I01 SEE ALT. KITrwi rro TN . LAYOUTS PGA Tr MUD 4 SDROH +, Ow (] �,v 1 VI!NV I]" RODI (LTJ PATH 0I TO KDRmI K3 yj ' L wl l ml rvlu[KITCHEN ° <CPT.> :• F r11„ (OPT, ,�IPs1� 1 VP11IJ TIArtr un m a Ely ..� < r O SEE ALT. LATH At p/1T HALL LAYOUTS PGS m � �A}` a .� 1. DINING Rlpl FAMILY Rooth Y WA"-v4 � //yy ..a.=•{ a O UIPr.) 4 O CLDSCT ii• t LTJ � .^i �I IDRDEMONEN It DEN 02 I�'9 ��IIIIII "TJ FDYEA Tr LIVING ROOM DEM rlm 1 m..T4fAYf (OPT.) a m w M1m •,t���' •u.z Toaru rsF M JII APIA Y FIRST FLOOR OF SECOND FLOOR OF THREEr.11.n-...AAF........ BOX WIDE-TW❑ STORY THREE BOX WIDE-TW❑ STORY FLOORPLAN MASTER - IRC NTE SEE STANDARD WO-STQtY DW Im sl< WD ID �� SCHEMATIC ON PG IS BSL/DRP 18 JAN D3 E TAO: RESERVED FOR THE NEW YOM STATE STAMP OF APPROVW G$ i li NRBB-3 aLIN B-7WLw t © s We 2-2 vc ` I � S n 90vW iI Ei un "IN a I I •�rvr. r-___ LM O aT __ - n i (O B_g '14 \ TUN vC B-9 W I f - 1 O fT 11 LW - - i n O IN SolW � Yla . D � � f K f u aYo.m u•mac Rn -! w •ar ur. f MY•rr r r•✓r. e f w R a..rr. f .Y•Arr. LBO S m II B-1 H-12 B-1 • �L- a \,Y -� -17 _ ar 6 n j --© �. ❑ � n ❑ \�nWr.I~Y ❑' '\nW�.M`.f'I�N.TM/ IE4 , 1T rY 8-15 0 t nvr�YIN ' r RTYNL Y1fiM0 rY 4 H-14 ' l Na m ro mra �� O u IR-! O O p '4 Vfd1 M,YFIMU YM ' ((��! ' NO m 1Y mr Y O VrTWI,,,,tYIO YI„ f ® V YYO IO� ..Mw MO m 10 6r[ , It K B�D K K O 2-19 ar LIN B-22 LEDGEND z __ S LrBI VSBor v! VARTY B-1H a v LICMEDICINE CABINET S r-- BTa N INPL MIRROR PLATE MIRROR f 11 LIN W B-21 IN N-! CFM TB TOWEL BAR LIN IT ® r- K 100 FL FAM LIGHT I•-z TS 14 1 I O' S slovot asTJ 920 O LIN _ LIN 0 70 LIN LINER CLOSET ,�® LAR Q _ \ WE WATER CLOSET rf,E7_ /\ IT MAIN TUB (DPTJ : �• PA AIM GARDEN TUB GARDEN TUB ( OPT40J VHIPLPDOL WHIRLPOOL (IPTJ HC HMO-UPPED SDN i ,Y W WASHER S��* . T)m1l PANTY.'�/� 016086 f^` ,® , ® D DRYER SII .0-plo NOTES L ALL RRDIN WINDOWS IMT BE OMITTED D SUFFICIENT 90 IN LIGHT L VENTILATION IS PROVIDED ��yy 2 ALL DSEE DIVIELMS MAY BE REVERSED AND/OR ROTATED 90 IN EITHER DYOUT L HEATER IN PART OR ENTIRETY D 7 200 rran Iwm 4. GF] RE EPTS SHALL BE VIRED S13NS IFTFOR PPED THEY EXACT BATHROOM IILLL NOT INTERFERE THE REMAIgNG D / WTLETS ON THE CIRCUIT AND LIGHTS MUST REMAIN O( 5. SHOVER WALL PROTECTION VILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL BE O' A )Q��AP a77 FIREGLASS OR EWA. MATERIAL - �LP1�Af � v 6 AL SIUVER DOORS AND WINDOWS IN SHOVER/TUB TO BE SAFTEY GLAZED J,(�`//.,/ 7. HYDROMASSAGE BATHTUBS SHALL BE SUPPLIED BY A GFI CIRCUIT OX NL. 8. REQUIRED CLEAR ED IN IN FRWT !L SHOVER TO BE 24'%30' qN 109. A 21' MIN REQUIRED WE IN PARTRONT IN UV l ED MDI IIT WI. "I"w- . M (TAI I I U. A 30' MIN VIDE T COMPARTMENT REWIRED (m)M-!1Y IAB'M-KN U. FAN L LIGHT MUST BE SVITCMED SEPARATELY � 12.S TEH TILE FLR MATERIA.SHALL BE WATERPROOF TYPICAL BATHROOMS - IRC TYPICAL BATHROOM ELEVATIONS 13.1 PC FIBERGLASS TUB/SHOVER UNIT 32'%60'X72' HIGH OR ON-SITEty, DAM Yy, WQ M) A O TILE VALLS BSL/DRP IB JAN 03 HL] _ �� 'SPAfI RESE]Nm fIX ilE IEV 101tl( STAn SIN' 6 MPROVAL' 9 VNaO a65 V]Ya VINO Y V[•4 B-26 vc >T B-25 a uO-z 1 X3_2 R �O t DT l•Jt e S t 5 u« B-27 K-1 K-2 J�z VC 2 0 117 0 �97J La i ta-e i 3 L--------- 2 TtR O YSV H a R-2 W4 1/J[I4 • �' ®O aal vc r 9 R R cT 1& B-30 a -3 1 n uO-z it-t i vc g u-: Y O a ,µ s K-3 K-4 rn�rx rrcwnuss•¢ Yl1TA I.outm. t vuva wrll Hr �ri�yl A 1 �e-e l7U �a j B- 1 • � B-33 � Q r' • u-t i 10 u-e 1 -- ,e�� A pslbZt i in lit 14-E a ULTMOMCW 49 mmT � �• �M on `SEB IAM� ao e: wa ua m arta,t�ncr�U= PA nrw (m}ws-sw r�r ws-oew TYPICAL KITCHENS - IRC CONTINUATION OF PG, A8 CONTINUED ON PG. A10an BSL/DRP %ie JAN 03 wfi� _ l - ' • ZERVCD FDR THE NlV TIM STATE STAMP DF APPR➢VAt• Y Yl1Y WI 4f YYS 7.2779 l4Y Y M{b Y 1/l4Y pl VC21 1�a N$4 r r 0o a b4 ®O r 14 �O b1 TYPICAL KITCHEN ELEVATION R 5 ` . xx r M rAe ❑I 10 DIE ar S: I a I I K-5 K.Y K-6 a VY. vA4Y K-8 .. .® 0 IN IH w I� — ❑IrA/ I❑ I❑ i a 0 )hE u-e A IH _ O O O e , �M •) ,NYJ,L VIII, I[,,,0 ® ALL oruoc , EE++vo b++n+•r (.. Net N i yr b4 n aYa vel vtxti 7`1 r w Yvbl Y Vb10 1It4]0 Ytlb K-9 K-10 K-11 K-12 K-13 © u-e 0 tO QQ 7i5 te-eTL------ ___�O L____O J L_____J t, Ali AIJIM AS ve4b elm velb 40 r vaaVCr m sa vtS1 • �• 1 40lel >r r1 NOTES. • t:iL STANDARD GAS RANGE RECEPT IS 110 V., 20 A SEE PAGE All FOR ELECT. RANGE VOLTAGE/AMPERAGE. N•2. ALL KITCHENS SHOWN MAT BE ROTATED 90 DEGREES AND/OR REVERSED IN CIT)IER ➢7RECTION y S IN PART OR IN THEIR ENTIRETY. .p+ C12608f `R 9 3. KITCHEN CABINETS MAY BE OMITTED AND TARNISHED/INSTALLED BY BUILDER SUBJECT 70 7 � s s •..•+ 4.�PROVIWINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION wrr 5. ALL RANGE HOODS ARE VENTED TO THE EXTERIOR USING SAID DUCTVORIG 6. RANGEHOOD FM TO PROVIDE AN AIR EXCHANGE EVERY 30 MIN. 04M 100 CPJU RE-CIRCULATING TYPE RANGE HOODS MAY BE USED AS LONG AS A MIN OF 4X VENTILATION IS K-14 K-1S PROVIDED FOR THIS AREA (BY MEMS OF NATURAL VENT) rr �AAj 7. SEE INDIVIDUAL FLIYRPLM FOR EXACT KITCHEN LAYOUT. i% "it Ii B. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERT� SHALL BE GFI PROTECTED G i 9. A RECEPTACLE OUTLET SHALL RE INSTALLED ABOVE EACH COUNTERTOP WITH A LINEAR LEMONT GREATER THAN 12•. MAX. SPACING BETWEEN RECEPTS TO RE 48•. COUNTERTOPS SEPARATED BY n n APPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS. 4-e 10. STANDARD 3W HIGH OVERHEAD CABINETS HAY BE REPLACED WITH 42' HIGH / -------- 4 O U. ALL RR4 CABINETS MAY RE REPLACE WITH DVS OR DV tr-e UL CABINET LAYOUTS VILL VARY DEPENDING DN CABINET SIZES 90AfFS, INC, t e +n ON m BYR, JmDLB V= n mu Nr e lnD/uT-.... P"I.TI-otw � TYPICAL KITCHENS - IRC BSL/DRP brz18 JAN 03 u�A wD w A O •a9Arr„cmvrn ry TME,cW rm sun VT 6 AR•9p./&• WA WA msmNEn Ie9A- it 91mm� �' svvla GENERAL ELECTRICAL NOTES @°dT D9ao¢11 v191 LRATI°1 `�T 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN I Ea It-! f1Y1L1 AP7LIAMCe Itp COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. 2 yyA It-t sM&L Izo 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N.E.C. 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. D 9% lt-t LT& FR uT•lmL uL "� °Y1°ri m0 4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. 6 Im 19-2 [6Q&u S N°RCCEPTS Im 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. s Isr, N-; lee 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-7DA. 6 lev, 19-e °0 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. T 1>A 16-t IM 8. 1 0 3 WIRE, 240V, 2DOA SERVICE - SERVICE PANEL •/ MAIN DISCONNECT 1S STANDARD f mI ¢-e DATIAmI 91sT. rr1 Im 9. CIRCUIT BREAKERS ARE 10=0 A/C. 9 eon m- DATNI(DI 9CCMr. DET leo 30. WIRING IS NM-B CABLE r/ GROUND to m9 19-t IYfF11IDR m RECUT >m 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4' OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. ° »H We F]fiRIDt rs1 nc¢rT. Im 12. NH CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS. (RI - SUPPORTED a zw Ie-e gaQWA� ttpn Izo WITH INSULATED STAPLES) p ISA Ift EIt1Nwl0y,� yam& m 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' AF.F., OTHER RECEPTS ARE 18' A.F.F. 14 ml Iti 1AaRPm TIO (rAv >m 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. u zsA I►t WAM IFaTR 20 16. CEILING LIGHTS SHALL HAVE A MINIMUM 18' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL CIE, CLOSET LIGHTS) N.E.C. 410-8 (2), u 9As w 9NII to 17. EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. n zn/, Iz-t WA°EM Ito 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. u a6 Y-D �RRVDI 2b - 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. u ITA Ire fdlDIAL worts AMDRSaPTS uo 21. SMOKE.i)ETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT •/ NO INTERVENING WALL SWITCH AND WTRFD IN SERIFS. E' m 22. ALL SMOKE DETECTORS NRF CFAJNG MOUNTED AND ARE'AC/DC PROTECTED -- -- - -- m 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING 22 tA9 u-t n r.i91C IEI,T 20 CODE 1000.2 f - E. o 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE L13CATED - e4 IN BASEMENT AND WIRED ON-SITE BY BUILDER. - c 25. (RD SMOKE DETECTORS REQUIRED EVERY 1200 SOFT. 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG WIRE IN CEILING, FOR t< ON-SITE INSTALLATION BY BUILDER, 27 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL n BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). 2& ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY • IP9A m� - ID 1'VA , 24 IPImIM •err & Uc clR °in A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. asLrx REIFY urtln r- -� 30. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT mw SV E 0 RcmT DRLET B6 r a -a Fu9xrcsv r r F°cESEEM wort R ro x n� crMr INTERRUPTER DEVICE. 4I WATOM96i r.Fa L__J u°n �n°MAL 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED mm 9C Di°n a 2 a t AIF. O Evou N BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. / ms11vA°FM 9CCEJT oTI1n © RECESSED •cw LIFM• 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SMALL BE SPACED SO THAT NO POINT ALLONG THE WALL LINE SHALL HAVE A RECEssln Llrart RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER em vat KE 7 °rrlrr © 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE 0- cAs R[mT °mET © mlFT wort SHALL HAVE A RECEPTACLE MORE THAN 2'-D' AWAY w 9mra OM. nEassm D•:ARSLFM ucl,r 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS s snru •nE surra ® S1RlACC Mrn nn.,REscExr urart u T _WAV SWIra Q T6EPIpE .MFX 4 I _WAY svrta m mM,ol Surra T6[PME 'A�x -W'iL P1� TYPICAL WIRING TECHNIQUE El 679 FAWNOR m°DMTiR VT. 0 T slw cA n UT FOR SUB-PANEL FEEDERS ®e C°•DE clw IIAp 0 I y1aNINA1 ® !%lAWNai FD°UNTRIN OT. O'• HmD 6ETRX S"E DETCCTM �w CWPIENI 123 AIP © R/,1lCI®❑9MLLST GM CRIRPMENr M601 m jam' 1S = ' m GTClOtV 1U1i[RKT/PH]F JAO( �Ily © OWRCT 91D: ./ 9,r.LIaT f1M191[ CEN1R& vK °uTLEI ISD IMM itMR t • umrr 9R .x Err.urNr nzTI91[ sPan.J°rt rurruM: aG MD L KTECTR 9� 0 m a, ' too �� .� �► ©o, 91ttss[n •uM urxr• vATR7n� EFI izta M1F1 9D+t Q uu9mwr s w (D 0 ••�� ••o Dml 961 ° .11L'TIDlrA O O �� AM rENNYWW a* do ALBERT f0' SIN 9CCCI NrtFT K TMIM(!f SFJ C°QILTIRS MCI& DR (MAIDDY SC9CV O pR Li DR - l YT WE 10 C nctRo &t 9°u9r 9r sT9rr 9rto nnLEr O mrclm MlM9G MCr& �• R � s s. 9K � G9lAGE DISPR& � • _ i IRHG IasE6LArm°nccnrcAl sTlenz m®.. •.M m®n,.., TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS DF � BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES O • '► i� oz =l0 as rtElorE 9lDLT_W rm-0°`sdlr m � r'„�' ••,'�'�•• ra_n_kcum�l m.Tr•,•Q �..: .,on....®,M>n Im vAt 1 I Im r--,, unfEl I I I I 1 l[Gf AI° kIDOW EQI �-i A ID r TR n urzm,ul i 1 '' °I-SITC tA09LC fN, e•' 1 I I 1 �� MI,1> i i .�/fMPCAGR01� LIAM !If m1=G Ar a&M. IrIYI ul PA 17e I 1 (979)99_- P"K7-4K 0@ MIR RW° f(iMD I I MASTER ELECTRICAL PLAN - IRC 9e Al 1 BSL/DRP u 8 JAN 03 we •Pli¢I®NO(Or M NEV Ylft n•m n.W IF Mla•AL• PNNl )D% LDCATIAI AMY VNY 1 -2 R_) PANEL Ws LOCATRM N IN SENW ______�-----}_---- OP AASE N®ELt----, ;� 4 4 06 --- ----------------- _ I N4 14-E 1 D) n I(1. .r'TI 11 IL 1 1© L�U Y 2 1 1 1 I 1 1 1E4O I I OPT. O OPT. i i i I I I LT. I - LT. I I I 4 I � 1 1 L_______LW I 11 _______ ________T__� I O 11 1 1i�fi�r_____ __ ___, Hi I 1 _________ ------ -it 14-2 14-2 i i 1 11 1 O KIO O w NRELPTs. APC 1NSTKmi 1 OAZU 1 IN WTANAL GARAMS THEY 11 _J I 11 J SHALL K 61 MIGM= It 11 6T- _.__ ... h _____r----jai ii 11 3P LIGN1it t flat GARIt AIID All Mars IMT i i t t I i t 1F2 LL ITTITO FNA. 1 1 11 I It 11 j 1 \` 11 Is A i t 11 l____J II 11 i jl 11 li I I II DL It A 11 LL-------_JJ_ __________JJ L--__________G���L�r✓- l M TYPICAL VIRING DIAGRAM ILr>mvmrL ntarnAu TR arT veab - -�— OOVAIML v)arr LL10N6 AVA)Alls -- c L I i♦ i♦ LIR 1 ALAI[ QI 1 L ; G 1 t 1 11 1 r- I I 1 n it vra m:rAULLR Tru rLmr sm - MLOM NCENlAl1N lT 9ai KT[nlw J A L ALA.7PJ4NT 411 46 AII3FAT I LT,w SSUNm iLLl y,• . M. LANG. �P' APi� VIM � ' '^J�/ 46 MA 7114 PRAIT dp L REN Sim V� rV . • r .;. • ',. m1I-SIiD L I I 1 I IIAP IN-LITC A I t1111A1G .Nj • , NfY Iii I vMIK r.r AG ssREv a �j ••02 { !a► TASHI SCI¢V •i �I ^,. E-_ -� ' -U— r�imNauw L�TRAPP (11111T.) I' AlJll onwDlG •�/��i�,, stwP •RJ.7EF i 1 ALUMINUM SIDING GROUNDING DETAIL We)m-rSa Pur m-OrN MASTER ELECTRICAL PLAN - IRC n BSL/DRP HT1 B JAN 03 �n ati ra A 12 'aauw<v nc Icv Alla rtArc rtu•or ArPiavlL• n Liu tmV TsoV 1 B-3 I 12-2 _____- __ L po ttA !•IMI I r-- '� I nar.iiv ____ I ; DIY-3 NK ___________________ UN IT •B• I 1 I dY \ ]9 I a,•�aai �f��------------------- tce O 2 O_Y tio---------------- mw 1Y- "` r4 ---------------- _ 2 p W ip UT J ELEC. DROPS lo-e •A I 1 -Y O r `--� - L __ O I j N j O n \ uN0 r zR as L ✓_'� o a __-__ __ __� _._ _ .. I I I si 2WDV ' 1BDDv TYPICAL SECOND STORY ELECTRICAL TYPICAL CAPE & IST STORY OF 2 STORY ELECTRICAL 1 1� IK II II •® i 0� I O jl u-a Ij I 14a 1 ® I I to iB1 ••lol - ----- `__ __ 1 • e • 0 L__1 '__-__C--- yr F<t17MZ f1eM$mS TLI ¢cc MIVa I� i '•" i si i CA Na �___i T 12-e i• y ® Ns1x Riot � l,. /'•,;1 'tM� ewmm LJ, I I -- • • H-i L_____ —_ _l ' BRI H I I I r----- ---1 • �7 �C S fa I )iiaV �, • 112. a ) > NOTE& TYPICAL DUPLEX ELECTRICALn `,•�Q 1. THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT 2 uT ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE SUBMISSION SET DRAWING All, Al2, ALP, A14 NOTE& 2. HEATER SIZES SHOWN ARE FOR ILUSTRATION PURPOSES ONLY A HEAT LOSS CALCULATION VILL BC DOME FOR EACH INDIVIDUAL L THE ABOVE ELECTICAL PLAN IS SHOVN AS A TYPICAL LAYOUT / la PLS r FLOOR PLAIN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE INFORMATION SEE SUBMISSION SET DRAWINGS A14 SUBMISSION SET DRAWINGS AB-Al2 3. ELECT. CIRCUIT LEADS FOR UNIT 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED 2• HEATER SIZES SHOWN ARE FOR ILUSTRATOW PURPOSES ONLY XOMJ4S, UNC. AMP' CONNECTORS FOR ON-SITE CONNECTION TO LIKE LABELED 'AMP' CONNECTORS A HEAT LOSS CALCULATION VILL BE DONE FOR EACH INDIVIDUAL IN UNIT D' RIFF CAVITY. CIRCUIT LEADS FOR UNIT 'C' TO BE DROPED DOWN CHASE FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS M OF 1fIT iiBN, AUJ=X1D0i PA I>14B ALONG WITH UNIT •D' CIRCUITS AND COILED CV/4W COILS) IN SECOND STONY FLR. !/FORMATION SEE SUBMISSION (nPJ B.)>-B.W PIY B,f>-geip JOIST FOR ON-SITE COMPLETION IN BSHNT. /FON SET DRAWINGS AU TYPICAL HEATING AND ELECTRICAL - IRC in BSl IN.. ��18 JAN 03 Irc�n WG b A 3 HVAC NOTES 1. FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL. 2• ALL GAS OR FUEL LINES TD BE INSTALLED ON-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED ON-SITE 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS TO BE INSTALLED IN FIELD 5. INSULATION VITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED WTSIDE OF A CONDITIONED SPACE. 6. INSULATION VITH A MINIMUM THICKNESS OF P SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIDNS 1. FURNACE (SEE CALLS MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. ATCO RUBBER PRODUCTS-6' CLASS I FLEXIBLE DUCT. (SEE CALC.S MANUAL) 4. SHURTAPE TECHOLOGIES, INC: DUCT TAPE SILVER-PC600 5. ACME MANUFACTURING M (SEE MECHANICAL EDUIPMENT MANUAL FLOOR REGISTER BOOTS Mfr Mfr - f r � f fRETURN AIR SYSTEM fTRUNK LINE �-- �— 16'.24- 16'x16' F- t RETURN RETURN AIR RRRN AIR WILL WILL j a fa o � V O f r 6- FLEX DLC7 FLOOR REGISTEH T l x NO 60C 90' \ �– �- xl REGIS NO 59 CENTER 1B C VER SIfrftTALLED —� RESISTER BDOT �T. MTJ[R vExiEa III `� i DIRECT IRPUt11 -1 1 -Y r® • • �s« PAMIL BASEMENT MODEL o • • n Am. 4 � CRAVL SPACE .c -'� W g • iB 2 M 2004 p 4 2 Ra/1Y4!Y xov s, rvc, BIf DJ 9R Qi2N, �(mD1RDORF PI (9J4i Q70 BJF-1JJJ fI7 OJf-DQRQ HVAC SHEET - IRC w. nrzurn BSL�DRP IB JAN o A 14. 1 F ON WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED 'SPACE RESERVED FDR TIE NEW YORK STATE STAMP OF APPROVAL' SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE -NDITIONED SPACE.ION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. TRUNK N T❑ Nn STARTING COLLAR 6' REGISTER BOOT �- TAPE AND STRAP fLLX TO BOOTSL COLLARS SEE CALC.S NANUEL TRUNK I TNF TAT CROcon 6 FLEX DUCT HBO ' J i ii ® 4X1D,. 4X12 , 2x18 FLOOR REGISTERS - --- •--- ► ----------- ® 16x16 RETURN AIR GRILL ' ----- --'--------- 1 I 'x18' OSD INSTALLEb _ ----------------- 1 ---- --- ------'- W 0 1® J ., 1, h r u p 1 = 0 1 ON I �, ••• s`� A 42' 6'xOSD SHIPLOOSE L. I 1 I V b•••• IBPRT X I 1 L_____________________ m 1____ 1 1 I • a... a* 1� • i N _ ----------- ly#yAL w .. •. ACC �• w rN r. - ------------- ------ --------------------- PAR 1 I .�• • 02w?ib+• 0 ------L 6'x18' OSD INSTALLE1- �- - 1----------- --------- --- -J-- ----- 1 1 I • - ------------ 1111\\\ � Mr. 24Y US BR'",N- B7D'D SBUBQ PA 17015 670 837-23SS )II 837rOSB0 HVAC SHEET 85L/DRP 18 JAN 03 wa w A14.2 HVAC NOTES L FURNACE INS (SEE MECHANICAL EQUIPMENT MANUAL) f / •SPACS RESERVED FOR THE NEV YDR( STATE STAID DT APPRpVAL• FOR INSTALLATION INSTRUCTIONS I 2. ALL GAS OR FUEL LINES TO BE INSTALLED, ON-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED ON-SITE 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS I TO Be INSTALLED IN FIELD f / T` 5. IINNSULAyyTION��V��ITH A MINIMUM THICKNESS OF 1 I/2' SHALL BE INSTALLED OF ANCONDITIOVIE➢SING .ISTRIBUTION PIPING LOCATED OUTSIDE 6. INSULATION VITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. f HVAC MATERIAL SPECIFICATIONS f L FURNACE (SEE CALC.S MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 f 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUEL) 4. SHURTAPE TECHOLOGIES, INC.- DUCT TAPE SILVER-PC6D0 5. ACME MANUFACTURING CO. (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOOTS - f i f f f f FLDOR REGISTER XXIT NO 60C ANLL[ REGISTER NOOT N0. 59 CENTER END RESISTER B00T f f I a 11 a OVAL DUCT TO o �� SUPPLY 2ND FLOOR � W I' 6- FLEX DUCT FLOOR REGISTER x NO. 60C 90• ANGLE PAUL'OgtINyB(pi xl REGISTER • A1J3FAT f- f- NIL 59 CENTER EMS - IB CR ER SITE�$TALLED —"'� RESISTER �T. Pww VEW R • , D CTURN`c"e IV CIA BASEMENT MODELCRAWL SPACE ,•��� �* 27 1 g W U r/ us Dr�AflR, AOAyp4♦i r>w lrnHn-AR41 r•Ar An-A>A9 HVAC SHEET - IRC WG aro BSL/DRP 18 JAN 03 A� 4.3 'SPACE RESERVED FOR TIME NEW YORK STATE STAMP OF APPRovAL' STARTING COLLAR S' REGISTER B130T TAPE AND STRAP FLEX TO BWTS L COLLARS SEE CALC.S MANUEL 6' FLEX DUCT TRUNK I ME TO CRnccm/co L INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE, 2. INSULATION WITH A MINIMUM THICKNESS OF I' SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. OVAL DUCT TO SUPPLY 2ND FLOOR , u , , n , , R , WE 4X10, 4X12 , 2x18 FLOOR REGISTERS -- - --- --- - -------- ----- -- ____ ® 16x16 RETURN AIR GRILL __ ___ _ -- �- 'x18' OSD INSTALLEbLi , �\ L_____ _ ____ _ _ _ I I I C • �® Afibis - ----------------- - --- ---------- -- --- ----- -- ' ,� P AST 's - --- ----- 6'x42' ❑SD SHIPLO St up I : A- • �A 1cu, ,- .Am L_____- _J_ u _______-_ ------------1__- _ _ �,7� �.. PAM -------------- ------ ------------- �- ----i- 6'x18' OSD INSTALLE ----------- ------------- --1-------------- ---- --1-- B 27 20�1�' ------ , j1 ©�Y 90A! S, tNC. Hf D!>A[tib.t®WtRK h Mitt! (/�}M-lA4 l�I Yf-YM HVAC SHEET — IRC MlL LHG IU BSL/DRP 1B JAN 03 A14.4 •mvm rot rrc ewerewo trArz nAw•s vnmvry RANCH1114 FVFI LME *� LVW4 STL TP PLATE TWO FAMILY A-2 r X YX r� �� R M m aHTu Got[Elt TWO STORY yr PARfi • .: xww PRM a yr STArmwn PPE YAM BiADE—;2:• STEEL [oaR►i � u• m au ,p�� Lr d7 or* •' coHc, eovE pEIR. �rTT 4-7 K RE®d VrxR•.R• STL. H v coc nuP yr MA w. As REM „Rr. nm nAR •'•'�•' J} CONT. rDR: rMM J •• py,yFy NLL. vl ,a ;ra.� :4• t0. rIDTERS ¢ms s e �� F :a rIIM WING SECTION FOR EXT. WALL INT. COL. INT. PIER SPI TT I FVFI S n'iivL�Otot T'` AND I's is 4+d' -I Yi'i LAL t'LIU-i jNLj t3L 1ATL - - - �D 40 r •we y�--.L • 1/2' THICK tern_vwns„ tl 6'x6' COLUMN TOP PLATE 1/2' DIA• HOLE FOR 1/2' LAG SCREW DIA. LAG SCREW TOP VIEW FRONT VIEW HL(Ep ^i'TE EVE .Pm NOTES 1. B' CONCRETE BLOCK PILASTER READ. WITH 10'-D' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCHORSi AND LOCAL REQUIREMENTS. Frr tar LwTm To 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 17. OF FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN, CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' nn 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION �,� ��Y..• �� AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 4, IF WINDOWS ARE INSTALLED IN LOVER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LOCAL .� PAULIBNNY9()T4 REQUIREMENTS. ntEERT 5. PERIMETER RAIL ATTACHED TO SILL v/16d. NAILS 6' O.C. : . 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). ire, e(_A•;, 'a ^"" 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. RANCH SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. :Y BI-LEVEL -- --_ S.--- B, LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE 6 LOCAL :NJ.• CAPE CODES (OWNER/BUILDER RESPONSIBILITY) ,•� TWO FAMILY 9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS ,I� .M�.��. N TWO STORY �^p1�°LV ti 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. ,�� `''r•IN1%�- w IF 3/4' FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN 104044116 01, i PROPER OVERHANG. THIS APPLIES TO ALL MODELS. r�T 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO BE WITH ALL APPLICABLE CODES Sm MMT L•J m. LJ M. LID m. L4J m. I 12. ALL DCONSTRUC IONONE IN DANDEMATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY 2 7 € ii AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS )5' FOR LOAD TRANSFERS 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY �P�+x OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) II�i��'.5 INC. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF I4r os���� � ti nRu --- ----- - -- ---- ----- -- - -- -, 15, FOUNDATION DRAWINGS ARE RECOMMENDED ONLY, ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED ra Nm n BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. fm).Rr-iaar nr gar 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) TYPICAL FOUNDATIONS - IRC rV BSL/DRP 5 SEPT 03 �� rrG ro A t 5 9QGW NI M IlV lOY RAT[R/A R N>N!K• SEE INDIVIDUAL PLDDR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN ____________________________ ______________________________ 1 1 i i 1 i -----_----z_r___________� i I 3 B❑X UNIT I m 1 11 > f TWO FAMILY ; 1 I I I 1 1 I I I J ; ; I 101 101 101 I❑1 I I 1 1 f-1 r l K 1 L-J L_J L_J L_J 1 1 II 1 L_J L❑J l i SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES 11 1 I i o i i❑i j 11 > L_J IL S ISEE ES SEE NOTES S E Si ISEE NOTE SEE NOTES I SEE NOTES" I 1 jl i i 1 I I i 1 1 1 N I h r-1 r-� r--1 r-1 1 1 I j 1 ------ I __r i___________J I 1 01 lol - 101 I❑1 1 1 I I L_J L_J L l_J I ______ __ __ 1 ______________________ I I L _� J- i J r _J 1 i SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i i 1 ______________________________ I \ 1 1 1 I 1 I i I 1 , I 1 1 I l J' i ✓- i J 1 1 _________________ J SEE INDIVIDUAL FLOOR PLAN --_- ____ Z 1 I I < I I I I I I 1 I I 1 i� ______i I O 1 I _r________________i_r________________.� I J 17 NOTES, ����� A 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 � PA TPNYBUN" 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT O. ALBERT g i 1 SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, . u i 1 MODULE WIDTHS AND TYPE OF STRUCTURE. 5 r-1 r-1 r-� r-� r IOpp I fop l01 lol I❑I I 1 . I LTJ L_J L_J L_J I, , 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL iN;A, EV- 7 SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES I COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS , � FROM ABOVE. AS INDICATED BY AN ASTERISK <IE). 4 I FEB _' _------------------ -E—INDIVIDUAL _ I I SEE IN➢I VIDUAL FLOUR PLAN V P X HOJ1f�'S JNC. Re JDE/Iir m�; amouaox, �. nµr TYPICAL FOUNDATIONS — IRC R BSL/DRP �T1B JAN 03 lain ow�A'� 6 .SPACE RESERVED FOR THE NARI'LAND STATE STAMP W APPROVAL- IF WE DVG AX DETAIL ELL LS T.12 SEE UVG ASL..35,DETAIL lxSEE DVG ASA LA35.DETAIL C KIT,RANGE 1®L BATH ERHAMT WILEY 12 12 2.5 THRU Ot�- Ji �ES 114N 12 6 �IY MM n@ fIDV I I� rL wH,INN 2,MAIL DH 1 �I ii 11 b a L SI.Tx CIIxAIIST - CITCHEN RHHHHWt OB�� r RmA Ou 1 AIR FLOV rti WJE DH 1 AF DVG ASA M]S. RETAIL X I iE b CLOTHES DRYER Y i IEXHAUSSiT LOCATOR! WE IMSMATIW WHEpLLC DVG MS ITM OF FL 1 CxyK IrRLp OSTS MM BY FACTORY Biy GYfIREi'ERHAR 2 LR!Y FLOOR PERIELER IxSLLATpH OFSETE lY !Y BUILDER MM 24W BUILDER IF RAWHC- VALL IRE Ix51LAIIR 2M TREATED SELL PLATE 9l!R 1/P' FLOOR IMS.TIDR OBIT,BY BULLAR OR 2LD°GALV.TERYTTE SHIELD RB!B 1/A• V/3 1/2'W IMSIIX 3/A•OR OrtSIDE _ CIII.K j DPTIOHAL IIT WALAT RE RY M4UFACTUSR 6FLD) 2BV 0R IX`) D'IASEKw VA4 WE TUT pSUAIED __ _______ BY FACTORY JR!J 3/8 CA DDUSC[IU V/A•>QO BY NLL1ER IR!J VY HRCIEE BOLT 1/ A CAP SE ALL EVERY ORgR PLAR PERIMETER BASE R7 WALL E[HULSITE BY i as,EMIEOIEXT p FAROIATpN V.1lY COARSE BUILDER IF eAAHCNr vnl AK waaA1ED 1•IpSRlG wx FLOOR M3L4TIDR ON-SITE BY INALAR OR V ROSIHD HEM IF TMIIIpR VYL MIC By DBLLATTERDD r— VY COME.PMGMG COVER A'COU,3LAl V/ V/BITIWWS COATING V E a LXL VOMESH Y. 1 _ 1R l Y tYH 41 ._. 20V UR \ -vE16EMTLp WNM TRJ IR e s 1/Y \ ILANDO SAR OATS A•ONvf1 BED TER e a VA. ` LAIUING aA➢PmTs u BAR DOrt1MUH1s TYP. BI-LEVEL CROSS SECTION SEE DVG M] L ASS.DETAIL F TYP. RANCH CROSS SECTION NOTE- 8'-9' CEILING HEIGHTS WILL REQUIRE EAVE OVERHANGS AND RAFTER WE DVG Ain L ASS DETAIL A EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 8'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WILL REQUIRE A RAFTER ROOF SYSTEM (MAX. CLG. HGHT. FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED 8'-0') AIR FLlIV TYP. CATHEDRAL CROSS SECTION N Mp IAWAS ROOLD.IW A[[CSS t0 MCCx.FCNP. FL INSULATION BY BNLIXR M SITE OR IW ARVI'EL) pPilOVt IMTALLATION lY 4W4CYACR *ZX8 ft GALV TERMITE SHIELD W/3�12.OVERAAG ro Ru1DE L:FLUSH p Of NEW ED SILL ANCHOR BORT I/ Ll. 3/A'OVERHANG OI OUTSIDE b OS•EHIEDwxI p FOABRATION WALL) BI-LEVEL OR SPLIT alfiwl CURE PIER LEVEL CANTILEVER � N $. kUL NIL PO.YC /E 1/Y COME.PARGIXGVAPOR WARIER OVER V/BOUIWUSFLOWEHEi1_ WAVELRED COATING COICRCTE FUCTIXG ASS DETAIL L RRAW FILE SFE MAVING A15 A.Rn MR C9R]NI1W2 BRAVING MS �O o. 6770 SEE DVG Ain A A33 DETAIL 1 RO NPS, TH ��2�7� Rrroi TAP. CRAWL SPACE CROSS SECTION AOMLrs INC CRAVL SPACE V ILATIDN SHALL BE PROVED IN INE AROUHT St'/ US N"622X. YfODLBBUBF ➢I I1IIS OF HOT FREE ARE 7 VISO Or CRAVL SPACE AREAVENTS SIIML It LOCATED AS CLOSE TO THE FONLMTNN CORNERS (BJO) 837-2333➢AY BB>-ISR AS PRACTICAL WO MAY BE PROVIDED VITH MAMNLLY OPERATED LOWERS. TYPICAL CROSS SECTIONS H - IRC BSL/DRP 31 DEC 03 erg M'. RE' DVG MIN A17 17 •RESERVED Im THE NEW YVM STATE S"MN 6 APPR4VAL' I2 SEE MG A=.DETAIL N\N 5W-V� N E "TE CEILIXT MESHI VIUPED REMAINS DAVE OVERHANGS TE 1RAFTER BUIL IXE OF B'3 10 IL SHR HEIGHT T SHM AND NNSTMEND ON M-STUNA_NOBEL LAYCAIR INE Or L'-Y CEILING IUGR EER KPEND AK KTWL O LAY= MID WILL REWIRE A RAFTER ISS SYSTEM ONAK.STC,SNG MDR.rES A Wi V[M A IRENWFK11111ED LRVSS[D Rmf SYSRN SIMLL NOT Cx[CCD L'O> b HAIIIFAIL 34VR®l '4 INSTALLED w-SRE V/ 3 1/2'NAx AA2[Tlw b INTO STNVE RLL RW) ME IVO ASS,DETAIL PSEE DV4 A34 L ASS,CETATL D SEE DVG A34 L 435.DETAIL D � n s i rLR L CL4 PERIMETER 116TAATIw T'f'"Ll Xi MSTAL . BY NAAAR Vmt Z4W!)T/C }�1y < W!73A• z TLV ON W ON!L• i3R!))/Y r r_R.M M a5'�EMBEDIUMT IM l0.9@.TOX VILE) 24V In!)3/4' 6FE MAn L 433.NOTE 9) e I1G MM ON!)/Y Mp FLOOR PERIMETER INSULATOI w-SITE BY ROW ON Ip WI!)TR z BLQLDER IF BASEMENT WALL ME I MIATED 4R!T 3/4• f1ID(IMSLL,4TIN w-SITE!Y LURlER IOR Y NV`n L Y NOT IMS I' 4V IN {!l4 - na1LKN Wa4 .,lE WTED m!Y - 2TV w V REBArry FINISH CAR YNI i 2.L TREATED SILL TE W!T 12' MOOR RT V 1 X BAN, a5'EMBEDMENT w iOJRMTIIM vµL> MW e L ills:. ares �y �wswc 3 1/Y MN DW SM CM_a1ESEB TD F FIRMATTw DVO rw FASTEMpG ro n b FT4 L RR GIRIER) 21W B 1/D' px Ree• :0 WIN zeW w w .•C[MC,SLAB W/ u e e 1/B' TYP. IN LINE SPLIT LEVEL CROSS SECTION ' 6x6 VIE MSX In !!114' LO'CmIRSC / VVx 'i 4'BIBLE,CAP ..,. 4•PERFERATED DRAN TILE 61L.14Ki1FENE VMpt IARRQR N4 BAR Cwi1NUw3 4•F VEL MED 12 5� SEE WG A33,RETAIL N TYP. TWO STORY CROSS SECTION NOTES 1. ALL DETAILS FTG FOR 3,000 PSF MIN SOIL BRG PRESSURE 2, GALV. METAL STRAP CONNECTIONS SHOWN ON DRAWING A22 b 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR ON-SITE INSTALLATION a SEE DWG A45 FOR SPECIFICATIONS 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HEATING SIDE 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE FLOOR PERIMETER INSUATIw CM-SITE BY SPACED AT 24' O.C. LMR IF BASEMENT WALL ARE ROOF Ix3LLArzv Y 6. 7/16. OSB, O !1, SPAN RATING 24/16 MAY BE USED ONLY WITH MIN FLOOR INSOLATION ON-SITE BY BITLDER M SUPPORTING ROOFF STRUCTURE B 16' O.C. MINDMAL IISTAUATIw BY MAMFA,TMIN 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES C4 K IF BASEMENT WALL ARE NOT INSULATED ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF (rmm DE NEW y 8. ANY OPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES jw 2m 1O 9. ALL OPENINGS IN BASEMENT MASDNARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE ID. FOR GRADE 6 SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL 2x0 TREATED SILL PLATE ANCHOR BOLT IIVXIv l \ ]l. TEMPORARY 2%4 DEADMEN INSTALLED AT 48' O.C. IN ALL MARRIGE WALL OPENINGS GREATER THAN 4'-1' FOR Taw 504.V TERMITE w a5•E.KDAEM IN'"OKITw WAL 5 lE, V/3 V241 MEN I., 3/4'w GRSIIE LIFTING STRENGTH 12. THE SWING OF A DOOR OPENING DNA STAIRWAY SHALL NOT OVERLAP TOP STEP. 13. INTERIOR FINISH CLASS C OR BETTER FINISH MADE E N B4BT 14. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY r"BATmIXN DWS roR rrmYENIMO io W NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER v a R4 L RR GIRDCIO � WITH 10d (OR EQUAL) NAILS AT 32' O.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC. W (� ARE TO BE BLOCKED AT 32' MAX. I/2•CONE POLICING COVER A V/211MINOIS COATING 15.REFS TO THE EESDEND AT OTIAL CODE SOOR80/85 NEW YORKPSF STATELIVE FIGUREAR30Ez(5)OCATION OF HOME `� I.cwc.aN v/ 16. STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING N as vw MEIN /J 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (DN-SITE BY BUILDER) GUARDS TO HE EITHER SOLID HALL DR OPEN WITH INTERMEDIATE RAILS OR BALLUSTERS PER STATE/LOCAL CODES 4'PERFORATED MAIN nl[ 6K P0.YEDEVC 18. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF B 1/4" AND A MINIMUM TREAD DEPTH OF 9' VAPM BARRIER 19, STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST FTG TO BE 6•Mm .•RAVEL BED / rai P"DP M BMt COIFTMA.A TMO DISTURBED PlR/lCT/ON BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE SOILFTYP) / ./LPEX SMALLEST HT MORE THAN 3/8' clNsiErz 7F-171m HOAlBS, INC. 20. EXIT STAIRS INA TWO FAMILY DWELLING SHALL BE ENCLOSED BY A 1-HOUR FIRE RATED ASSEMBLY FLR OK ORnw ON-SITE BY poo US a 62,M. YIDDO,BUHC. PA 17,4E 21. SEE DRAWING A44 AND A45 FOR INSULATION REQUIREMENTS irle LOOKOR INSTALLATION (bm)837- BSSS,AI s,>-D:I, 22. STAIRS 3 RISERS OR MORE SMALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SI➢ES DF STAIRS OR LANDINGS 18' OR MORE ABOVE ADJACENT FLOOR L AT VINDOV(S) ON STAIRS OR LANDING SHALL TYP. SPLIT LEVEL CROSS SECTION TYPICAL CROSS SECTIONS - IRC HAVE A RAILING WITH GUARD(S) BELOW RAILING THRU WHICH A 4" SPHERE CAN NOT p 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL 6 WALL 32' MIN. L 1 1/2' MIN. CLEARANCE HAN➢RAIL TO WALL Ln BSL/DRP w31 DEC 03 REV DWG NO A O FOLDING ROOF SECTION 'SPACE RESERVED FOR THE NEW YORK STATE STANPA OF APPROVAL' - (EACH SIDE) 2x6 TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2) DUO FAST 607 NAILS DR EQUAL 10d NAILS OR EQUAL AT 24' O.C. (ON-SITE) _ 2x4 TO UPPER RAFTER CONNECTION OPT. DROP IN ROOF CAP �\ i" (4) DUO FAST 607 NAILS DR EQUAL SEE DWG. 8.1 DETAIL 'E' \ 2x6 70 LOVER RAFTER CONNECTION C2> DUO FAST 607 NAILS DR EQUAL 1x3 CCONT) TO RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 2.4 TO 2x6 CONNECTION KNEEVALL TO RAFTER CONN (TOP L BOTTOM) 12 2-10d NAILS OR EQUAL 1 1/2' x 10' 26 GA. STL STRAP V/ (3) IOd NAILS - 3 THRU 12 AT 16' D.C. (ON-SITE) OR EQUAL EACH END (ON-SITE) �— . 2x2 LEDGER TO 2x6 CONN DUO FAST 607 AT 9' O.C. SPF4fi I/2' DIA. BOLT V/ WASHER 2x6 2.4 SPF STUD AT 8`0. O.C. (ON-SITE) KNEEVALL— SEE INDIVIDUAL RAFTER PLAN (CALCS MANUAL) 1/2' DIA HOLT R-30 INSULATION 2x4 TOP L BOTTOM PLATE TO KNEEVALL GUSSET TO RAFTER CONNECTION (6) 6d OPT. 16/32 STURD-I-FLOOR CDNNECTHIN (2) DUO FAST 607 NAILS OR EQUAL GALV NAILS EA. SIDE STAGGERED r _____ - OR EQUAL (ON SITE) --- ___- --- ---� C3)BUD FAST 6077 NAILS ORTO JOIST CE CONNECTION 2X8 CEILING BEAM TO JOIST CDNNECTION 2x2 MICROLAM LEDGER TO JOIST CONNECTION RUSSET TO JOIST CONNECTION EA. SIDE - 3-DUO FAST 607 NAILS 132 EQUAL DUD FAST 607 NAILS OR EQUAL AT 6' O.C. (ll) 1 1/2' x 16 GUAGE STAPLES o'_n• ut A�. )c,_q� unV g .-n• yT�l 15'-9'- MAX. OR EQUAL (STAGGERED) 16'-0' MIN. 31'-6' MAX. ATTIC STORAGE RAFTER SYSTEM am REFERENCES. SECTION R8D322 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 024 i H I as OSI, EXPOSURE SPAN RATING 24/16 MAY i - MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE 0 16' O.C. � ) RIDGE BOARD TO RIDGE BOARD CONNECTION MULTI-MEMBER MICROLAM 10d NAILS OR EQUAL AT 24' D.C. (ON-SITE) —C2) INSIDE L (1) PERIMETER FOR EXTERIOR CLEAR SPANS DBL RAFTER PERIMETER 2350 ASPHAULT OR FIBERGLASS 2x6 SPF 02 UP TO 10'- SHINGLES OVER 150 FELT OPT. TRANSVERSE CLEAR SPAN KNEEVALL, 2.4 STUDS 0 16' OC. 12 �3 THRU 12 2x4 SPP STUD AT DHL 2x6 CONT. TO RAFTER CONN 16' O.C. ENDVALLS (3) DUD FAST 607 NAILS DR EQUAL 1/2' DIA BOLT GUSSET TO RAFTER CONNECTION (6) 6d GALV NAILS EA. SIDE STAGGERED OR EQUAL CON SITE) r_ I/2' PLYWOOD GUSSET EACH SIDE APA RATED SHEATHING 16/32 EXP.I MIN. (3) MEMBER 2x6 (CONT) TO JOIST CONNECTION MICRQUAM UNDER KNEEVALL R-30 INSULATION (11) DW FAST 607 NAILS OR EQUAL GUSSET TO JOIST CONNECTION EA, SIDE QF NEIN (I1) 1 1/2' x 16 GA. STPLS OR EQUAL STAGGR.D DHL 2X8 (CONT) TO JOIST CONNECT 5 `,),x S. If& (3) DUO FAST 607 NAILS OR EQUAL ENGI PARTY, H_ (p. W 2 TRANSVERSE ROOF SYS. NOTES 1. ALL FRAMING TO BE 16' G.C. pROFESS10`,P� 2. ATTIC AREA DESIGN FLOOR LIVE • • • • • • • • ° • • • • • • • • • • • • LOAD IS 30 PSF (BEDROOMS ONLY) //Z 3. ERECTION SEQUENCE OF ROOF SYSTEM! ________ ______________________________ -/ H A. MODULES ARE SET ACCORDING TO 1 i © PAX 60'-D' MAX. BEFORERERECTIUkP uORFTRSVSTEM I 8'-0' MIN. 15'-9' MAX. l HOAUS ZWO. B. RAISE RAFTER L INSERT KNEEVALL TRANSVERSE ROOF RAFTER SYSTEM - SIDEWALL DETAIL C. MAKE GUSSET -SITAND RIDGENECTIONS AT E BOARD TRANSVERSE ROOF - ENDWALL ROOF SYSTEMS - IRC DRP 1B JAH 03 {. rJ LJ U qSINGLE STORYL 1 STORYSINGLE V,I � U L■i■ ■■ Y K 11 = 11 = TVO STORY SIDE ELEVATION �tw -sww� u LI STORYTVO •1ELEVATION �► -� AT �TIW a VALSM XT } Weir m ■t \�\`\ice/ \ ' • STORYTWO 1 . PROJECTING I . DVG smm em■ 'DACE IIESgVCD rm TIE KV TOR( STATE STN! m APP9WAL• FSO O(-DB CM D(SLLAT M V/ VAKR 2SL KIN RIDGE JCM IARRIDt IOVCDOn1OE➢ YALE (SEE D1IG 10%. STATE REpIIRER as SFE MY DC m!-fITC BY 91A➢Ef) CALL IIAIUIL.) Zit SKIN RATERS AT IL• W frfIN RIDQ BCNI eLt SKN RAFTCRi a u• oc m tA• oG 12 2.5-12r— zn m 2LA AIEF vALL1 t Is• 1/r Grr BOARD CLASS c ➢rrmlln Fl1ESN AIR FLOW 1/2' GYP D(IARD cl,Lis c CED MSTS AT O• p1 N' M CW JOSTS AT li' R fSQ UTART AAOK !O[ f2MD[ (SQ CMlT ADDVE MR GRADE L SKCES) AIO SPCCSS) m LEATIOG w T/u'DSD am m w.M m yr rLYVD n-u w T/u•uD (STD) (b 1/r RtiLAY a m D/t'RYVp TI-u Vr fTYRmOAR m 1/e' rt m Da•ET M f EAnrojp ZAN W SND!M'M M 21' M YtL M1E0 Q !yA yf SIM t 14 W 0 21' M KDJI ru R�/V➢m LUA➢S, SFE CALL s1CAT� VEDA P[R NmNY D IIMOC. SE[CXG 11AIBAAU MMMU MSK STIO ! IL•W ON M'OC M .GISTS ! li• M REDJ IR II�MTO LOADS. SEE CALL. m Srf IN fm 2t VOE MNMU ISDICLS 2.1➢ SPF N fm eT vmE NmELs DSL wa JOSTS OK N M 19/ Aa Mro STu 1l Is/r NA Mro sTUF2rtme =MTM SIZE 6 M MST V/ 4a [ l Di BNO JOSTS 1= STIldDED A' 1 fM N M MTN 1i•m ENa-1 =6 M MSTS MM 0-19.F29 ON FSO DdLLATpI V/ VAS JANSEN TOWARD CJIDSROm SrA[E D/r DRTS v/ VADERL AT Wa M ( SITE WTALL VC GYr BOARD Li SK 62 R 2W SPf N - CLASS S DRG1O1 CL)Lp1G =STS BAIDN MSTS V/ DL16S C1AIS C D(IGIDI 242 m 2RID Df IN fDDSN AT W R STAGGERED AT W M MM SAND MITI;V/ SnZCFS STADfiQ[D AT 9' M F19I &LLATIM V/ VNO[ HARRIER 0-19 D6LLATTW V/ VAPUR DMRmt IINARD ClDmRIDE➢ SPACE TOVARO CDOffIbED DACE UT 4 sm V➢IYL m SIDWG T]E sm VDIri ST6 m n-u m 71-uzr m U4ar nw ! Woc m 24' M L+L ON 2S9 SK STUB ! u• [c ON 29•¢ MST v mn Twala oTnAL flA MSTS ! 16'[Y i DBL DAIO HITS 2.➢ SK 62 Fm 24 DY B MST& M PCAIOE'FED IYSOATTO(O SITE n Ym pi9 SK IN TD MTCR VIR RODELS• Ul0 19/2r NA MTED ST1AD-1-rLIDI (SK IN M MTE V BSINT WALLS ARE T Aro SIS 6 M MSTS SK 92 Fm 27 VIDE It- (1C W-1 PLY TREATED Sn' SIS Q M MST& a 19/DC NA Mro S1RRD-I-ilml Us TTEAM S V/DEICES STAGfLRED MELS PLATE M IIaTLAT=O SITE DY BU1RA m DTOYL IL• Q ED-1 PLATE A'V D TEW DY MWACT1 Q 3SWT VALLf IAL DDL DAIO MSTS NCIQ BOTS V 4r IER DELL m m CMVL DACE rOD1DAT04 (R2 SK TO MTCN NEIt1f BRTS L .17- IS• OOfSE➢ W fORIDA SIS m M =sit D/r DOTS V/VASKRS VALL AT r OL ALI DCD�rONpATIDI AT Ar W (SIS WTAI . CEi STAB D NODI ARTS Vr 7'/LS• ERYDCD R-I9 116LLATION INSTALLID A• S�W Y R-19 IARLLATIOI WSTA A• s4ID W Y O FDIDRAIIOI VAU AT r m OrfITE/mT. BY MIAY, DAL DAIO MST& ;3 Ew W ; zK N M MTCR :cawsE c u A o SI E mi. DY MM1LA'. B OF NEW vri V/ 1 w�a rTm WIUS ` v:� STA aa➢ Vr c rA Y DASFiort Y T2 rnuss ou Q•�F' S. Ir au v/ m, W/BTT1➢DIpC f TIa v RD SITE wrm.n cm u vsnc� �`.�N kU?�0 'F mATWG �srR n IULLDCR) ElPN6Itl1 �mITTs nnN �• sIL.O MATM W U t' [DG ri.AD V/ LAiIID u CnA[ o ■ t' COOG SW v/ LYLS10 VDIC IEA( W V!!C IESN D"N22E2 rcs •I BARRIER ••P i N O` 4, 4'GAAVFE DED • , WI. •GMVCL 1ED f 1„-W Q O• 677 DRAW TIu w BM wrrwna TAAw A-A Tat ➢RAw Tu Z/Z 7 � pq�FESSIDNP i CROSS SECTION " BAY �^D''O1u « BAR mrtnAnu M DAAI �Aa CROSS SECTION B-B SIA SCC DVG 72 F ADDR CAMS SECT IpiCS SEE MG Als M ADDTMAL CR➢K mxC wTCI AOA/ , INC. s99 w Arrr➢BDR, AmIR[ VWD PA FTsaB (rn DBT-Bsu PAS uT-us➢ PROJECTING SECTIONS DETAIL - IRC M mm ALN m p 9SLORP iD JAN 03 A30 -SPACE RESERVED FOR THE NEW YOX STATE SIAM w APPRpVAL' © Q o Q A aau•c®li 6bl�llMR w1f Y� ___ A— A- --------------- ____________________ ___-J y WVa�R M K YWI Q<1RiAL Yll•ml AIR• I Hw aMa m U!_! TEI-________T J ()" TN __ y��SEDDII / DDoHaIom >4 �11r I ®d N 6 tt1Y1 < nil II,vAY a s 1610 A T i Y �Yi•YIWR i y_, 1 1FE II n ii14 1 oil ani•B � I ;. �ti�� � ' H VALX-IN i HXu I I B[DRDM Y O I ` 11 j HALLAIl Il�rCLOSET � O a"'o'' " ` Y Y L J - ANRY ES �1 i aut w � ��moar•A:we 11 1 II.. YTLJ___ 1 1 rr ' B ��•i L __ ______ n Y t<AA•mr R —n OORDON �Q - T~C m'ri aaNr 1 I If>RDfDI 1� 'f �1 annlD Rml o 1 1_ vla•L amT 1 11 Amt A NN IVAA 11 V ` R•-a Iml /IY-Y IEAX MULTIPLE ROOM PROJECTION ELECT L W, KIN / 151-V HIAX MULTIPLE PROJECTION ELECT. MULTIPLE ROOM PROJECTION FLR PLAN HEATING PLAN MULTIPLE ROOM PROJECTION FLR PLAN L HEATING PLAN ( 1ST STORY OF 2-STORY OR SINGLE STORY) ( IST STORY OF 2-STORY OR SINGLE STORY) ( 2ND STORY OF 2-STORY) ( 2ND STORY OF 2-STORY) MULTIPLE PROJECTION FLR PLAN NOTES AS PROJECTION SIZE INCREASES, ROOM SIZE WILL INCREASE PROPORTIONATELY, BUT NO ADDITIONAL ROOKS OR SPACES WILL K ADDED OPENING IN PERIMETER WALL ADJACENT TO MAIN HOUSE SHEATH PERIMETER WALL OF MIT FULL LENGTH © + INCLUDING OPENINGS V/ 1/6' THERMOPLY OR EQUAL REMOVE SHEATHING, STUDS AFTER MDDUE PLACEMENT SIM --------------- --------------------- o ' __ ___ ® -i J PROJECTION EDR SIZE WILL INCREASX PROPORTIONATELY, --------------- � LIalSVKIT. LERION,SlRUNSMLLHANA LIGHT PROVIDED THROUGH AEXTERIORGLAZINGNGAREA OF NOT LESS THAN BY IT THE AREAN > BE TIatl � ,1 • r r •� , ,S B O OPENING TO THE OUTSIDE AIR, NOT LESS THAN 1X OF THE FLOOR AREA *� • • �'� !, PALL. do lb Tr Tr i ' _ eSroW II II II � • � • W AARfTI ra Ial-1r-Y RAE ii ii ii ,, • '•*1�V,1, ROOM PROJECTION FLR PLAN ROOM PROJECTION ELECT. L HEATING ii ii ii 1 (1ST L 2ND STORY) (1ST L 2ND STORY) FEB aL u ❑ .Y II Y. ' q nrRnrYTar N u u 11 11 II CHREr N IT•A! 11 11 11 M W ARl•fl! �» LLI """"""m PROJECTING SECTIONS DETAIL — IRC PROJECTING S ION WALL OPENING DETAIL DA YlE gllA Rly IO BSL/DRP 18 JAN 03 A31 'SPACE RFGJlVf>t FOR THE MEV YDe( STATE STN W APPROVAL' X Q S p p e3 WINDOW i ^ KU WIDTH 30 MIN. NDS. REVD.. 2-226 SPfe2 2 SEE FLOORPLAN S FOROPTIONAL D!L E40 SKe! ➢!L 2x10 SKe2 WIND" LAYOUTS SEE NFOR OR, REM � e S 1 R y J r" s 1 MANGERS MP) I 'm 9 Ex10 S '^ I R0. XT. ! IV Ib' OG j� S P &- u` R mvlw All I 1 FOIOMA710N WALL �p P 1 j SECTION 'AA' t of ° DM. 2d0 aPFlz j ^ h10 SK02 FM JSTS ! U' OG I I B e B I 1 axle SKeE fLR JST. ! 16. 6C i N k 1 SRM �. N-=DG m JOIST r,,GRS.1 ~ oZD (-HANGERS (TYP) �0 d 11 Jill e3 VIIDIOV L RA WIDTH 38 G/B' 1 MIM HDR. RED-1. 1 2-2x6 SPFe2 I / FOUNDATION VALL— , 4 Y � FL�tPLAN WINDOW LAYOUTS Q SEE CA TIONSfOMDAT101 WALL I ' , of 11 DOL 2x10 SK82 ' ,•O ,� iFOR )mF. RED-13. I m 6'-5 3/4' 31-0' - -- -- -- -- DOL Ede Sprat D!L 2x10 SKe2 3-0' 6•—s 3/a' 3•_0• pf NEW yo A7/, �N0 DETAIL SHOWING BAY AND DETAIL SHOWING BAY ANDFIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERINGBY FOUNDATION BELOW OUT OVER FOUNDATION BELOW7FEP EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. � FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ON UNIT WIDTHS AND BAY LAYOUTS, AS WELL AS LUMBER GRADE AND SPECIES, 141 as s►r aux, 1QDOLasUSD. ro 17041 SEE FLOOR PLAN MASTER PAGES FOR MIN. (aro) 127-"= r1r e0!U" L MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS - IRC SECTION 'BB' BSL/DRP ��18 JAN D ' 5ZpA33 ' 04 Com, ( 1 'SPACE RESERVED FDR THE NEW YDRIC STATE STAMP DF APPROVAL' FW IM6i LL•�G 110E JJ 01-LiD LL 14 19 w ru tort. a ea laam 1> u mNi. N f m err sno WacvAu von v EXT, WALL CATHEDRAL TRUSS DETAIL 'A' m W t¢1/,6111 EA01 41 uRE.GOI 11>AY 1. 10K AM VAD( a otenc ow n tR a u Y Y LL AIR n u „ as RW IT Y W R 29• DETAIL 'F' m. u LL 1 EXT, WALL STD. TRUSS DETAIL E' DETAIL 'H' STD. & CATH. ROOF BRG. & MATING LINE DETAILS w w BI—LEVEL OR SPLIT OVERHANG u u u DETAIL 'I' (STUD WALL) u LL IS 9 mmwm NOTE, SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES a e j > 1 > I u u u w �VM U4 � u OQ LYL lam v.p1T lyl♦a u a ua .mf � a —� e e veno s ' e11x sorer NW TYP, ONE STORY FLR GIRDER BRG. R DETAIL 'G' OF NEW yo 4 TYP. BASEMENT WALL DETAIL 'C' > w � 2 0 Ney 6771 pq�FESSIONP� �X /!>lAISlf11Y ~ BI—LEVEL OR SPLIT OVERHANG fml A9+-s>a+Pyr 099-one CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I' (MASONARY WALL) DETAIL 'D' DETAIL 'H' TYPICAL SECTIONS k DETAILS — IRC m aTD uv� P„y w BSL/DRP 18 JAN 03 A 3 4 SPAM RESERVED rM THE NEW YEM STATE STAMP OF APPRDVAL• m n m u NOTE- x fl n TfOx(SLLAR OVER RA,TRIG SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES FDESTV DPACOI YD12{TGh r v 17 H b m DAT PLATE SIV iPA(.a]1 TRUSS DFSITE 1] Ym AT DI• m!. 4' x IR u r la 9PPVT TV nrn VTTH F ELFASu 6lOV1) I nuwfElDfarE➢rD� X O ETRAa IIA6t Rurt FfALTRAI[ sa>a rIAImG 1'DIESTV SPAM- STANDARD OVERHANG DETAIL ntTAa v R IIL�J11 n m CHIMNEY PENETRATION DETAIL ft a IOti D47T sum ILDtl(D6 DR PIYVD D s CAlx SIDE.. FASTTNED VTTH 1 VM& DI. )< ITAPLES D CADI IlS STAfiEiFED BI-LEVEL ENTRY WALL ® u DETAIL 'L' rLmt T I \4 Daus vDm u Dr DUDJYR m zl- n m zTDDo le u BY ztmr Dr DUD_DEII ) ! DFSITE DWTEM IURDCR M SECOND FLOOR MATING LINE D[TAD. Y Y O Of NEW SPLIT LEVEL OFFSET p y DETAIL 'N' -D S. TYP. GABEL END OVERHANG R tra ,mrt DETAIL 'M' To Rlo¢ vert � WAGES 6 AUST RO Nps. M MSTS " """�` BI-LEVEL ENTRY WALL AF0.Dd TYPICAL SECOND FLOOR DETAIL 'K' VEHfm DCII.L T (Inl YhxY IY(xr-�� S6T1T TYPICAL FLOOR FRAMING TYPICAL SECTIONS & DETAILS — IRC TYP. VENTILATION DETAIL �, IHm rnre lu BSL/DRP 18 JAN 03 A35 9ACE lCSOIVm iQ 1NE Nll Y[Nk STATE STN' E4' AKRCNAL• FOR UPPER RAFTER TO RIDGE CONNECTION AND UPPER RAFTER NOTES FOR ADDITIONAL FASTENING REQUIREMENTS REFER TO TO INTERMEDIATE BEAM CONNECTION AND LOVER RAFTER TO SECTIONS 28 AND 29 OF APEX CALCULATIONS MANUAL INTERMEDIATE BEAM CONNECTION ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 5/12 2 16' O.C. (4) 16d SINKERS PER RAFTER SPACE 5/12 2 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 7/12 2 16' D.C. (4) 16d SINKERS PER RAFTER SPACE 7/12 2 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 9/12 2 16' O.C. (4) 16d SINKERS PER RAFTER SPACE 9/12 2 24' D.C. (6) 16d SINKERS PER RAFTER SPACE 12/12 2 16' D.C. (4) 16d SINKERS PER RAFTER SPACE I 12/12 2 24' O.C. (5) 16d SINKERS PER RAFTER SPACE I FOR INTERMEDIATE BEAM CONNECTION FROM 2x6 TO 2x4 FOR GUSSET TO RAFTER HINGE BOLT AND 2x6 TO 2x2 ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT ROOF PITCH RAFTER SPACING BOLT SIZE 5/12 2 16' O.C. (3> 16d SINKERS PER RAFTER SPACE _5,7,9,12/12 , _416' L 24' OC. 1/2' DIA.. BOLT V/7D END DISTANCE (3.5') wle 9 e4' :AL. (4) 16tl SINKERS PER RAF ILk-SPACE PLYWOOD GUSSET PLATES TO BE 1/2' EXPOSURE (TYPICAL) 7/12 2 16. O.C. (3) 16d SINKERS PER RAFTER SPACE 1/2' DIA HOLT TO HAVE A MIN. Fy6 OF 45,000 PSI 7/12 2 24' D.C. (4) 16d SINKERS PER RAFTER SPACE 9/12 2 16. O.C. (3) 16d SINKERS PER RAFTER SPACE 9/12 2 24' D.C. (5) 16d SINKERS PER RAFTER SPACE 12/12 2 16. O.C. (3) 16d SINKERS PER RAFTER SPACE 12/12 2 24' D.C. (4) 16d SINKERS PER RAFTER SPACE I i iFOR STUD TO TOP AND BTM, PLATE CONNECTION V/STUDS 2 16' O.C. AND 9'-0' WALL HEIGHT WIND ZONE L OF 10d NAILS THROUGH DR L OF IOd NAILS TOED I (1) TOP PLATE TO STUD FROM STUD TO TOP AND THROUGH BTM. PLATE PLATE AND FROM STUD GUSSET PLATE TO RAFTER CONNECTION (ON-SITE) TO STUD. TO BTM. PLATE ALL ROOF PITCHES - (6) 6d GALV. NAILS EACH SIDE - STAGGERED. 18 PSF 2 2 24 PSF 2 3 32 PSF 2 3 *-OTHER LOADING MAY REQUIRE ADDITIONAL FASTENING •••MINIMUM PENETRATION INTO STUDS 1 1/2' GUSSET PLATE TO CEILING JOIST CONNECTION (EACH SIDE) FOR STUD TO TOP AND BTM. PLATE CONNECTION V/STUDS ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 2 16' O.C. AND 8'-0' WALL HEIGHT 5/12 2 16' O.C. (11) Bd NAILS PER SIDE OF CLG JST 1 WIND ZONE M OF 10d NAILS THROUGH DR M OF 10d NAILS TDED (1) TOP PLATE TO STUD FROM STUD TO TOP 5/12 2 24. O.C. U6) Bd NAILS PER SIDE DF CLG JST AND THROUGH BTM. PLATE PLATE AND FROM STUD of NEW `- 7/12 2 16' O.L. (8) Bd NAILS PER SIDE OF CLG JST TO STUD. TO BTM. PLATE 7/12 2 24' O.C. (12) Sd NAILS PER SIDE OF CLG JST 1H PSF 1 2 5 /Q rNrcn 9/12 2 16' D.C. (B) ed NAILS PER SIDE OF CLG JST 24 PSF 2 2 32 PSF 2 3 w 9/12 2 24' O.C. (12) ed NAILS PER SIDE OF CLG JST 2 •o OTHER L13ADING MAY REQUIRE ADDITIONAL FASTENING 12/12 2 16. O.C. (6) Bd NAILS PER SIDE OF CLG JST 12/12 2 24' D.C. (9) Bd NAILS PER SIDE OF CLG JST •Rx MINIMUM PENETRATION INTO STUDS- 1 1/2' 4 No RaFESSIONP //Z J / Ar L �C ©� AO.Yh'S, I C. of ooP m mX,IRarJfDGli. PA nw TYP. 16' WIDE UNIT FASTENING — IRC m DRP -T18 JAN 03 Ac�n '�`pA36 DETAIL REFERENCE NOTES 'SPACE RESERVED TEA TE NEV 'M STATE STum W APPROVAL-I 6M6R26 W GRAY Rn 'NI,,R.rE 1. ALUMINUM RIDGE VENT (OR GABLE END VENTS) 20. 235# ASPHALT OR FIBERGLASS (CLASS C> SHINGLES 2-10S EACH m 2 2. R-19 INSULATION E, VAPOR BARRIER TOWARDS OVER #15 FELT Tausl IN01, CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. AA 7BE OSB, EXPOSURE 41, SPAN RATING 24/16 NADH T 2v n BY UIREM (SEE DWG A45 AND A45, ADDT'L STATE MAY BE USED ONLY WITH SUPPORTING ROOF zx6 sue GnA REQUIREMENTS SEE CALCULATIONS MANUAL) STRUCTURE 2 16' O.C. Dery iS. 3. SAME AS NOTE #2 W/ UNHEATED BSMNT ONLY 22. APPROVED METAL JOIST HANGERS OR LEDGER 6•ALIAIw1A a 4. 3' DIA. PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF r;snA 31 FOUNDATION DETAILS FLOOR JOIST v6xrEn ALIIIL 7 5. 5/8'x4' LAG BOLTS (4 EA. COLUMN) (ON-SITE 24. 2X4 SPF#2 B 16' O.C. (OPT) SEE NOTE 40 YTrtT BY BUILDER) 25, 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED ALW J CNA_L 1 30 6, 5/8' BOLTS W/WASHERS AT 48' O.C. (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION " 3-10tl MtLs AT 2a'MC. INSTALLED) W/COL OR PIER SPACING W. 6 2a•°Pi U,sT0 z-16a MILS 6T 16•pL ,IA-SITE)MDs NST 1z 7. 2.2 CONTINUOUS LEDGER (NY-2x2 M.L. LEDGER 26, A 1' AIR SPACE FOR VENTILATION IS REQ'D VIA AN POLTRATE Sam PRARIM(l 7 OR JOIST HANGERS) INSULATION RETAINER INSTALLED BETWEEN TRUSSES 8. PLR JOISTS 2 16' O.C. 2.8 SPF#2 FOR 24 WIDE (EVERY OTHER TRUSS) A0 MODELS, 2.10 SPF#2 FOR 28 WIDE MODELS 27. 2 OR 4 MEMBER SECOND FLR GIRDER W/SPLICES SEE CALCULATIONS MANUAL FOR OTHERS. 4' O,C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR 9. DOUBLE BAND JOISTS (SPF#2 TO MATCH SIZE 28. (4) 2.12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. DETAIL 'XTp RmGE OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN.) EXCEPT AS RESTRICTED BY SPAN SCHEDULE VENT RETAIL r 10. 4 MEMBER CENTER FLR GIRDER W/SPLICES 29. 5/8' BOLTS 2 8' O.C. (ON-SITE) STAGGERED AND LOCATED AT W INCREMENTS 30. 2.6 SPF#2 CLG JOISTS AT 16' D.0 IN COORDINATION W/COL, OR PIER SPACING 31, DBL. 2.12 SPF#2 BAND JOISTS W/SPLICES STAGGERED MAmT DR.ursiS ¢ (4) 2x8 SYP#2 FOR 24 WIDE MODELS, (4) 2x10 SYP#2 4' MIN, FOR 28 WIDE MODELS. SEE CALCULATIONS MANUAL 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY FOR OTHERS. BUILDER) SEE FOUNDATION DETAIL 11 R msrS 7 tt 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. EXCP.-1 33, BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH SEE NOTE 32 13, R-13 INSULATION W/VAPOR BARRIER TOWARDS 34. 16'x16' CRAWL SPACE FOUNDATION PIER (ON-SITE ST xw+m CONDITIONED SPACE (OPT.) SEE NOTE 42 BY BUILDER) SEE FOUNDATION DETAIL AIR rLOW (SEE DWG 10, ADD'L. STATE REQUIREMENTS) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER SUTTEE EYT pHc tTkiwG - - - ) --_- L"J \ S1 (A) OSB (N.A. RATED SHEATHING) <STIlJ -- 36' 2 PCS 1/2' PLY OR STRUCTWOOD FILLER - (B) 5/8' PLYWOOD T-111 (C) 1/2' MAX (OPT) 37. DOUBLE 1/2'x1 1/2' COMPRESSION STRIP TYPICAL FLOOR FRAMING (D) 3/4' GYPSUM (OPT) 38. WEDGE BLOCKING TYP. VENTILATION DETAIL (E) R-MAX (OPT) 39. DBL. 2x4 SPF STUD AT 16' O.C. MARRIAGE WALL u 15. EXT. SIDING (STD) 2.3 SPF#2 AT 16' O.C. OR 2.4 SPF STUD > (A) 4X4 VINYL (STD) AT 24' O.C. (OPT) (SEE CALL. MANUAL) DBL. TOP 1 tp (B) 5/8' T-111 (OPT) PLATES (STD) REQ'D IF TRUSSES DO NOT ALLIGN 16, R-30 INSULATION W/VAPOR BARRIER TOWARDS W/STUDS 3�IPP maAw°�It'�°H° GOND. SPACE (SEE ADD'L STATE REQUIREMENTS) 40, 2X6 SPF STUD GRADE 16' O.C. (STD) (24' O.C. OPT) SECOND FLOOR OVERHANG v I7. 1/2' WOOD COMPRESSION STRIP OVER ALL 41. EAVES FLASHING STRIP OF MINERAL SURFACED rtrxsTro SPACER RETAIL INTERIOR WALLS ROLL ROOF TO EXTEND TO A POINT OF 12' MIN, 18. PREFABRICATED WOOD TRUSS E 24' O.C. (STD) (SEE INSIDE THE INTERIOR WALL LINE IN la DWG 1 FOR ADD'L SPACING/LOADS 42. 1 1/2'x16'x26 GA. GALVINIZED STEEL STRAPS 19. 2x4 SPF#2 STUD 2 16' O.C. (OPT) (2x4 SPP#2 PLACED AT 48' D.C. a �sI�C1 REQ.D PER ROOF/WIND LOADS, SEE CALL. MANUAL) 1P.CE. PACER 21 PBL. TOP PLATES (STD) REQ'D IF TRUSSES DO NOT 13 ALLIGN W/STUDS SEE NOTE 40 t1 (#21)R• REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE SUPIPURT TCP EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 ELAN R r3ELRwa-16 4A STAPLES STAPLESCAtx STRAP CIRESTpP SEKM STANx IS READ UlY VNERE VALL SET{RATES TECO RKTEA WISE L GMtAGE 1 V2'xWx26 M ROOF/2ND FLOOR INTERSECTION DETAIL GAiv. STEEL STRAP 5 1 1/2'v6'xM M T 4 0'Oc L DCTNL 'R' GKVSTEEL STRAP AT 1p pC 4-16 GA STAPLES L EKx STAN 4-16 6A STARES GCM STRM TWO STORY FIRST FLOOR TWO STORY 2ND FLR OVERHANG CLG, ANCHORAGE TO BRG. WALL 2ND FLR TO 1ST FLR CONNECTION OF NEW CHIMNEY PENETRATION DETAIL IPERDR:TER a IalaE AxD mraE«AL1)CLG nR GIYaR) '10 �� ARTYi li 3 4-16 CM STAPl.E3 r u CKx iTRAP n 'Y W a-S6 W siKLEs (1) UO STRAP 2� o` V 67 1 x6'x26 ST p\' GAA V.STCCL STRAP 1 1V.STEEL G Al aN' pt, WV.STEEL STRAP pR�fESS10N JO EAC Mll EKM TRU$$ A--AA puclAr g 1-16 GA STPPLES ac a'^l"�" nm m✓ar w pc /lRl60• EACx STRAP a-16 EA STAPLES ,2 1T CAM STRAP J!y(.f. HOMES, tNC. 3 l9 T'Oi Sv Yl m.mtlOPN.x,Ml SECOND FLOOR MATING LINE ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD EXT. WALL TO PLR ANCHOR TYPICAL SECTIONS & DETAILS - IRC ICTPII 'D' (x.T TOR NTS, Bn DATA REN DVG No DRP 1B JAN 0 A36 I ' - W<• LMLI Y'O' 'SPACE KS0rvf9 fTSI M MEV YUIX STATE STMT Q M•vxpVK• AOIRIQ)/10[ Ll iKK1 Y•LL' lmDn.IDiT[ C!LVL ll]®6Ip F A T m ��mry/Yr-r v4o mn.ba R >R 65mQ 4V VmD Yp.bA SIfK VY LCy'/I!y'VO[l n2 d iP>K 1n61 MVA1iY t5i01 41 CLU a QYW4✓Y _ - Ln0 VlOK lLlal TYP¢M.M bA VALLS MR K01O0 NI L6 VML[ Y4->A[OIy/1Y-I VID d tTK NS Aamn It'Y Vm[J b fK« w orrt/v-r vnc m air'K TYPICAL CFiI INf. FRANIN. ➢ TAI � 4/4 Damn«-a•VWD d sme 1S/le 11r-P I V-I VOD m S1Pai FOR 1st BOOR (IFA Tv❑ eTORY Tnrx K!I Li Y s rtun Kan>A16 a/4v>K y/v-r vm>ol u DYK ane Damn Y•Y'van R d OYK w4 arti•/n-r vmo«L m w« Y/1C mama!TW Vm0 SL LO SRK ■ wma aro n uomY mKmYY -v r4u u e mex�r AKo irr¢X.nail wea ry TYPICAl rFTI IN. FRAMING D TAT Homo vKE vAnr ���� i FOR 5/12 TNR 1 12/12 RAFTER lZM M AT KIaUAG vKL3 J Imlmin lMm6 tl m Yi Ka 4-R n�rmimmaca 12'-0• TO 13'-9' VIDE M LV� OF NfW E r m mmmnK �.�P N S KUZ/p��F - — -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - 4M.:Mona � eK Anos,n m..slv - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - MRF E nmY cvoRY """•m•• "•• Y2 s N mu vAu � P� UNDER 12'-0' WIDE OFESStiON W STKa4•C R RIDI Tmm6t - 7 ) / Ja.YIfY ROWAT, 7,Wcv. Lu¢as arL n m o mn,¢Amr _ ria�� (m}wn-aaas lAl ufwK �m 6 V0 iOH°n TYPICAL FRAMING DETAILS - IRC an MTU AEN aVi b TYPICAI FL❑[1R FRAMING DETAIL BSL/DRP iB JAN 03 A38 DBL 2.6.14 SPF 63 ]/16 DTR 2.6.14 SPF # Du a4x6( SPF # TOP PLATES LOIIPRESSON STRII TOP KATE TOP KATCS 7/f6 OSR 2.4x14 SPF# OR COM6 Emssi TN STRIP BEX1 L # •vA(t II®VO m M IRW TYY tTAT[ RN►P AMRDVAL• � ATE Fu yyG JN JJ� 'I. >S HIs yyy ff Nis 7/16 OSR 7/16 DTR ]/16 OSI R!O( VN1 EXTERIOR VA1 ExTERIOI WALL V2' nR VALL AT SHEATHING SICATIMG WT[RIOI SDE 2x6%14 SPF # 2-2X42913 TPF K 2X6%14 SLL PF 1]J E-2%4%# SPF K 2-2X4x913 SPF K �-2%1!!11 SK 63 2x4x14 SAFES OI 2-2X4%93 SIF Be KATE FLAT VALL TIE V/ FLAT WALL TIE V/ A LAGS PLATE 4 LAGS 4uL ALL TIE V/ PLATE 2R(XITT011 PLATE V/ 4 LAGS TIE APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2x6 STA CLG REAR CLG RENT SIZED PER SPA( SIZE MDR SIZED PER SPAR SIZE u 11 u u clyr) tUIR SIZED PER SPAN SIZE (Im II •, 2X1 TPF K 1+6): Sf1DS 2X6 SPF K J -STUDS—`'. _ _ - ND DICTATED BY SPAN SIZE 1 n I I 'r rcTYr� I I— 1 -+--- - ). 1 1 0. 1 I > 1 NIL BY SPAN SIZE 1 NU u A. 1 I r I SNGL I 1 I LIDS IiiWINDOW i MULLED OR COMBO EX4uiAienAUX BY vTAN 2X4 K lEK II i ( i i OPNG i i WINDOWS II SMPNG SLPPWTS II I I 1 1 I 1 N 40' DG—II I I 1 (TYP)1 1 12X6 SPF K 1QFTO1 SILL (TYPT� HEADERED ARCHWAY u ii DOOR 1 CLEAR SPAN OPENINGI OPNG APEX SERIES MARRIAGE N=,ALL FRAMING MEMIERS NOT APEX SERIES SIDEWALL NDTE ILL FRANIM IEXKRS NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE FRAMED OPENINGS NOTED ARE AS LISTED AII1VC APEX SERIES Ig STRAPPING DETAILS �= 15 6A, g 6 IRR�r I NlrwaN.. �@ ^� �� iiil Ss aar."m rtr MN fid �� »N 1,1•d !tll"YI < Y A,A` STA EXT. WALL TO FLR ANC DIR TWO STU" FIRST FLOOR C»»D 'F aG A(CNORAGE TO DRG. WALL N N{� I� NNN I 41�'N'WYi" NOI "lV.tIR rtrP 11 (�W 1•� 1 KW9�Y APEX SERIES ENDWALL APEX SERIES INTERIOR "" 4TV� WALL FRAMED OPENINGS "— FRAMED OPENINGS DPT• TRUSS TO WALL ANC411RAMP�6 DF Nf{y yo . TRuss m WALL N1C16RAGE RMF m IIATINIG WALL S APEX SERIES INT TO INT APEX SERIES INT TO BEARING APEX SERIES ENDWALL TDP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS EXTERIOR CORNER WALL SIDEWALL TOP PLATE FOR TIE IN W CONNECTION DETAIL as n: 'TES GANG NAIL P 3 r4"TE INT TO INT TOP PLATE INT TO HEARING WALL CONNECTION DETAIL WALL CONNECTION DETAIL GANG NAIL PRPL3 N INT WALL TD INT WALL 4-5/16• X 4• LAG CDNNECTION DETAIL DLT WWALn INT WALL TO HEARING WALL HD.Y�'S INC TOP PLATE TO TOP PLATE CONNECTION DETAIL RIP O/I tl . EDADIt M IA 1/114 ENDWALL (ne)ISI-a.SS6 III 6XF-RBIO EXT WALL CONNECTION DETAIL ENDWALL WALL SYSTEMS - IRC FLOOR PLAN VIEW P-2%1Y9] SPF K )*, IAA-, Tu ATv, ]N6 N) FLOOR PLAN VIEW FtwT Vw.L FLOOR PLAN VIEW HSL/DRP 78 JAN 03 A39 APEX SERIES WALL FASTENING SCHEDULE FASTENERS ADHESIVES - FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB IOM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN .50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 M40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 8225—BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB 10000/BX NOTES ALL BLOCKING IS 3/4 X 1 WRAPPING TYPICAL APEX SERIES BLOCKING DETAILS STICKS UNLESS OTHERWISE NOTED C OF VANITY n •� 1 cuzm F U � Key KPi NQ NJ Q O 9 p$ A h r W J %Y m N K J U % r 6 �� H�i- ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING APEX SERIES PROTECTIVE STEEL PLATES wW m �� OF NEW Y S. kU2/��� h ei Ri g wy 3X5 2DGA PROTECTIVE 4Xt4 1/2' 20GA PROTECTIVE gJ STEEL PLATES REDD STEEL PLATES REOD c w WHERE PIPES PENETRATE WHERE VIRES PENETRATE PLATE 2 �F. STUDS OR PLATES AND V ARE WITHIN 1 1/2' OF ip^p 2 EITHER EDGE Nc. 67-70"� 2,7 ; �OFEss1oN° X STD SHOVER BLOCKING KITCHEN BLOCKING XOX�'S, INC. � M W I/I sur.YOMt)orC. H ram (m) ,af-aau ��r wa-asM PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS — IRC m an. uti. crc xa BSL/DRP 18 1AN 03 A40 ONE HOUR F R T EN - ❑ E HOUR FIRE TW❑ ❑NE HOUR FIRE TWO-ONE HOUR FIRE 'YALE RtsE¢vED TTi TK rox STATE iTAlr W APPP➢VAL• SEPARATION WALL SEPARATION WALL SEPARATION WALL SEPARATION WALL DESIGN NUMBER - U340 DESIGN NUMBER - U341 DESIGN NUMBER - (2) WP3510 DESIGN NUMBER - (2) WP8105 STC RATING - 48 STC RATING - 46 STC RATING - (2) 35 STC RATING - (2) 35 SHOWN V/ VERTICAL OFFSET SHOWN W/ VERTICAL OFFSET SHOWN V/ VERTICAL OFFSET Pott 9EATIm6 4m'tac fiYIT coot svuTwvG aunmT s/r w crPDn m stc4TTmm yr w GYPJL m MAT)mt /r Im mPDD D/neMvtwtiuwc lm�DWODLWr M m FASC3A m am face roux S-myG m m faro !� T nnsti m RArIEDf R06 T SCS mftALmG PMWmED 4 !� =r AWnNM ��4aY ALIImLM m L/fi D6TAUFD K Dwtppl m NtTAtID n IULLIOtt Ot RALm! MWS t a6TN1[!n RaLDm bm STOtY 6a(M> yr CP. La 1r Y!. Da Lr m LtR IOICf) SPEC 3/D' n I/!' crP. n � M Snmf AT N'DL )Mi LY G'eP. in tSL ELW) KTmTMTTVG m o .ITTxs PAPM m vTvn FA= s 7714 WTtm PUTmlEvam:aunt. TME]ED, OR c f=- vAD.m To m Snm T = V/W a/r TYK'lc'GYI.m mOTT m N s DA w wD TYK•I'411,m - APRIID IfR m WMT. IM T'K 'S•W.m 17M L 449tY fIMN( W ` W/ LL QAA Mmmo L IMaID 10 STVECt MPLED 10. ot WMT. Aa YC�F Nlt rtv //trsrWS fy •,,'-�T.p -�_ )'aLSO A0 �yy/iN� _. _ .. __. KARIM ra )' 17/r LaC, '.WA t66 Q 7 Nm arlt00 f1A�ti Y' ul: ^ AIz--i3:{Tis IMZS— T T aSnV(yF .. =m DTWR TI 4r GYP Da V/W mOR Tm IIAa2 r 17/r L 44f13'STNw!I _. - -_ - - 'i... e TO C D6TM1ID wRRW y 1 7A•L 44n9 S~AL 1/4'l KM[ 1 7/r L MC DWK t .IDVri CnWMm V/TMC i A.V4 i iI AD wl STAf J s fT•iY,GEIIm J®ITf!1•aG" .fmff mf6Lm WAR; - f�LmCD IMI KAP mJmm DV O S.1 7/1, u W SIDS V/ JmVT FDfpDID Jm•TS CW V/ TMC L M a[AIImL M aCAIImG �V/ M SWAT Dm S1pIT M RM M fMFAllmla ilafE Rot !ST@S Q llJa !tiDPt Q .tIISR INEiC uYm 3/B• "mils FWST �m JmSTt L!•Lr GYI. m JmSTf a sl DIP.m T'PC 2' GYPDD AT AIy yam iDESTDPPDG l➢1ETf<naf� AT ALL CEi➢G { TYP L Flmt tact L rTJaa LOCI �Trt�IDRIsKs 4 tatt ctltat; .ffiTi .msn _ Finaa r JOTiTi .fiiTf ^, 1ST CfmY 4G RYN 1M 'S•wm foci[IAYM YY g 3/r GYf. m M T GYfJO Mnt urm yr TYPE'a'GYPJm T/z•GTP.fa TUE volts AfDWD yr GYP.La TY TYYII IT 4x.m g 1 yr amaATmt IW/ V/ss wTT C LN u To STAS TO sT xagvG) sTM� TTaS yL, �.m =K vmm A yr GYP. m yr n TtEE vmc:AEq/p tt[E wrwr Ef AIaWp TO K tTRviTtWL SICATV aTTT Sm LAM GYPSUD rm vAmaArc./wT VAu A- - --A a yr FLaEAAti MTT a 1/e' nv.n... MTT a yr FTatnF4/ss LAn 1 TaiLLATTm1 a LtaD rm M Tmm a RMD Tm 3 V&F N a REas M PRET a �Y , MT �Y � „mom n r M SIEAnaVG RR SWAT M MA11D11G nD yEAT 1\/�'� IST STORY M RYh `/ , '' D �®` Ja�l'TS r .�IS MST � s•1 B !�� JmiTS 4, r Am YAFF rat SPAM r Aa YALE �® AULTTDUNYDON ! v y DASMW VAu ® • ALBERTi M SNE a a E 4♦ TM 'i•4TTYw • 'V It 4e. sWIN PANTY, SECTION A-A ''9•� R O0 low Y R( M SAHs AS AJ rt v/Lt oei W VASIWW AS v� vA: JABS �Wru EB 004 GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U340 �. CANADIAN GYP. CO. - TYPES C, /Jf'S, NC. CELOTEX CORP. - TYPE FRP sn Tm XOAoAiflive aA n nDo DOMTAR GYPSUM INC. - TYPE 5 (nµan-ifu iv an-uw UNITED STATES GYP. CO. - TYPE C, IP-X2 FIRE SEPARATION DETAIL - IRC an wTo REM SSL/DRP ID JAN 03 A41 `SPACE RESCIAM FOR M NEW YOR STATE STAMP OF APPROVAL- AIR RETURN 1/21 GYP. DO ANG LINING TDP O' OING CLEARANCE FRR IS CLOSED OFF FRNgw MOOERS NY CEILING I� I TUR SHOWN FIRETRATI N ROOD MOUND PLY -`` )�FDR TYPICAL LINES IST FL OESTDVV L SUPPLY y DETAIL PPING LINES liN FLA EREST?PDG IS n DETAIL DUCT lMATERLIL 24 GA 01!-SITE NY OLDER. R 2ND STORY ^ I OPENING GLAIR RETURN TO V.R-2/29 G FIRESTO'PING LS w APR MCS INS,,\1 1 1 I'1j GN.V. R-1 O \ll i i 1 j I CMINATION SUPIOMT/ LST FRESTOP MIN W. OA O1I I I N -ICTALLlC ROf COIL m PLEWI ON T OF O FINTCRIN TYPE, O32-C ABLED NAL#`. C EGCR ELECT RETIRE BELOW W TOA 6 2ND RR CDR EQUN-) FINISH GYP DL FLOR OI-SITE TIGHT m YO NO CALLF DY BUILDER NOM, SUPPLY GIOIALL ETS ,pTST V/ NON CDTE TO BE FL¢ SCALNR. PLACE AIDES IN USING SNC METH® ALTCRATC STUD GV RETURN AIR PLENUM ❑PQIATDSN SIPPOR/J FIRESTOP MM 30. G (SINGLE STORY MODEL) GAL AI.V.V. HE7AL INSTALLED ON rrp or in FLA cllo� To RETURN PLENUM 313-OVFLAP TTP. PC FIRESTOPPING PlPC (OftJTE PD7NICD) FIBERGLASS INSULATION—, SEAL ME L'r) DS � I .... ALL DUCT N SHALL VOID @ COPLT VITH NTA KATE 1 HR. FIRE SEPARATION RETURN AIR PLENUM ISMsuaEa VAu SPACE SEPARATION WALL <Tvp STORY MODEL) DESIGN - U344 SHOVN AS HOUSE/GARAGE SEPARATION ROOF SHEATHING� 11113, TRUSSES OR RAFTERS IT GYP.10 FIRESTPPING FOR LARGER V®S AS SHOWN TO BE MIOVDm orsrtE w MULLDR SD�pG.LE LAYER GG Vr GYP.RAJ SIOISrIttHKRisisTVw.Taa. APPL)ED MIX ON VERT. SHEATHING TO RE 4'-B'MIW INTERIOR PLYWOOD SINGLE LAYER L NAILED m STUDS VTTHM EXTERIOR RIE AND TLG LONG CERAS Lr TYPE R. GYP. RD AND REMING KATES DWNIED PERPENDICULAR m JOISTS VETH END LPPLED NOL R VOLT. AT 7. O.C. VITH A JOINTS CENTRED OVER "ITS AND STAGGERED L MALLEI NG STUDS CEMENT-COATED NAILS KYWmD SECURED m .01M VETN CONSTRUCTION AND NEARING KATES ! 3/R' L EUYUr S1N)4( 0 ADHESIVE AND W RING SH" MALLS AT 7. OC VITN W SrJ2•R HEADS MING SHWA( - r LONG- O V2 IDAGG) CENFNT-COATED HALLS ALT STALES HAVING EQUAL OR GREATER VITNDRAVL 1 17/P L VMS' SHANX I AND LATERAL RESISTANCE STRENGTH MMY R P VI'l/HEADS SINGLE S HEATHING EDr SIASTIMCD rO! THE W RINGED SMMN( MALLS 2Na STORY KR a") �, I�1 �' Y •� 2X6 STUDC.� HA, OR VERT. t ] 3/Y FACED FIBERGLASS MATT SECIRR m SIDES NOW (LCR \ NAILED TO SmOi OF JOISTS VM STALES SPACED AT Ir = MAX. ,, •� 2%R EL CDS AHO HEARING PLATES N REQS FOR TIEIIMK PRETRMAIEE ONLY a FOR ElE[ AT Hr OC VITH Bd A 3 12• FOE CEMENT-COATED STL MD( GUY) SEE BVG D FOR INSULATION REQUIREMENTS ,, Qi HALLS ALOE INTERIOR STUDS • 0 ; ]THERMAL /REONLY L L' OC, AT KRMMR 2%N FLM JOISTS AT 24. O.C. �, 4� O' PANELS I= SOLID ILOODG ITLTENNI'S�'>t" Rfa CELLIG JOISTS AT 24. O . MA% RR SHEATNG PLASTIC INSULATION ON OR IOlf SOLID MLDO(ONG BOB. �• ALBERT ) RA IN FIRE SEPARATION VALE S/r%Ir GYPSUM VNIIIARD OCE TYPES MELOV) WRNGE FLOR APPLIED V/ LONG DIN PERPRO TO JOISTS �•IF USED 1 HOUR FLR/CLG ASSEMBLY )ST smRr DLG RTP, AND FASTENED TO EACH JOIST AT 7• DC • Pte, VITH w CEEW-COATED NAILS W �(S�A ,+ DESIGN NUMBER — L539 1 yr L LMW SHUN( L 1/4• DIAMETER HEAD ^ (j• N.T. Mn L BUGLE HEAR DRYWALL SCREVS 17/M• L • STC RATING — 46 VN110NR0 JOINTS MY DE EITHER EXPOLED R CONVERTED VITH JOINT COMPOUND JOINTS REKmCED 'j,,, .. 4 •`;,,� GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U344 CANADIAN GYPSUM CO, LTO - TYPE C SCX, SHR. VRX GYPSUM WALLBD USED W/ FLR/CLG ASSEMBLY NO. L539 ., CELOTEX CRP. - TYPE L SF3, A. L C. FRP CANADIAN GYPSUM CO T- TYPE C DORM CMTRUCTM MATERIALS - TYPE C FELOTX CORP. - TYPE FRP CANADIAN GYPSUM CO - TYPE C Y S/ DOFTM GYPSUM NS. INC T - TYPE 3 DORM GYPSUM, INC - TYPES DELTIC% CORP. - TYPE FRP Ji PB.Y DORM (PACIFIC CORP.INC - TYPE C UNITED STATES GYPSUM CO. - TYPE C, ID-%2 DOIfIM GYPSUM, IMC - TYPE S GEORGOLD 3 ALL C `IS - T Drv. - TYPE GPGSL, VP , UNITED STATES GYPSUM CO. - TYPE C, IP-X2 GRD IOD ALL PRDOETS - TYPE FS%t, FSK-G, FSV-L, fSV-G, MOS lR ISAAC. I01I1)DM.Ii MTIY FIX, DSV UNIT GYPSUM UNITED STATES CO - TYPE C. SC%, ib(, VR%, VRK. IP-%2 (a7/}Itt-Birt FAS YF-YN FIRE SEPARATION DETAIL - IRC m um Rrv. '; YD b RSL/DRP TO JAN 03 A42 YPNE RESERVED FOR THE BEV YORK STATE STAY OR APPPIIVAL' 2r<B OR 2xID fl^ 3 rIPP efn ^AT1fY: M p e FLOOR .RUSTS na. LAYR S/r TYPE 'r W. INSTALLED ONSITE DY RIALM R �_ Ae�rnl r yr IRM TRE T APPROL CLL WEIGHT B KF a vMiutOaamR DG FIRE TEST FM FC IM 2-25-72 ) Vmrm TOa C TRUCTION TYPE VOCD JESTS, GYMIN WALL"AD I _ Y _ DAM LAYER S/r TYPC 'r GYP" WALLIGVD APPLIED II is ro¢w AT RIGHT ANGLES TD WOOD SMIAT RI' OG WITH 1 1/4' TYPE 'r DRYWALL SGREVS N' OG % IOmmNT� FACE LAYER VV TYPE 'X' GYPSIAN WALLBOARD OR VENEER / rlmH BASE APPLIED AT RIGHT ANGLES m JOISTS THRORN BADE ------'-_----- ,I LAYER WITH I 7/2' TYPE 'r DRYWALL =KWS W ¢E AT J®RS AND INTEREDIATE MVL FACE LAYER JOINTS OFFSET a' FRON BASE LAYER JOINTS, 1 12' TYPE 'G' DRYWALL SCREVS FLACED r BAIT ON EITHER SIDE OF FACE LAYER DO .IDNTS. W OC. 1/2' NDL PLYWOOD WITH EXTERM SL1E APPLIED AT RIGHT ANGLES TO TQ OF JOISTS WITH m NAILS MEILING Pl BKS ONE HGR RESIS- TANCE PROTECTION FUR v® FRAMING SOLID BLOCKING u 10\N EACH SIDE A1SDRi FHx rAa MI FIRESTOPPING REWIRED AT TUB L SHOVER DRAIN PENETRATIONS INTO FIRE RATED FLR/CLG ASSEMBLY IFIRESTOPPING INSTALLED ON-SITE BX BUILDER.V/ACCESS THRO IST FI.GIIIR CI f.) - - _. I 1 I-1 u s stol>a RID 1 1 VaRIIa NJDVO 1 I 1 I j 2 aMs AiIDKY I 1 1 FO"IA ARM M Rm I HELD VM TO Y yr NH TYA[z - Nm FLS _____________________ � FRON�u� 41P.a DIIX. AN,NOT YfLRDAOIa \VMli IIITO[I➢E 7L� - PNF6TM r00aR J�__ IOmddiRERIOORY 11 t+—II>triQIKDE VN1 1 11 1 a THIN AW A l80 A IIRY INVE GORY NRminvl a A v�IF MTRG bm RIDI y�pDf ym/QgR14 RDXS VpIF FIWL STV a \VILLf TCIWR SPMATDH Nm NOTm mff � BE ^i Y DO rtlXr ��mr PA AES 4c .0 4 . sa H i{�• PA.,r, 1 00 40 A-e TWO rAwLr • •�(�0�6DSR •� • it i i i LAPwIITFS #/s1/std{{*„T'��� YN LU� LL>a ML•�M i AM FLILI 111 i of M NM aRDI L A GARAGE Or B OR NORC ENCLOSED VALLS L WITHOJT A 5'-r NIX BREEDEVAY BETWEEN GARAGE L DWELLING �f✓ I 1c1 1 SHALL RE SEPARATED FRON OTHER SPACES IN BUILDING BY B/A HR. NOL FINE RATED ASSEMBLIES. I 1pl 1 R MAAXKTIRER SHALL DETERMINE FROM THE OWNER L SITE IKA DR RILD FACT01 M1M1 PORTION O ASSEMBLY APPROPRIATELY. HBO/ YP LL IOM 1 S/r TYPE 'X' MIX GTPSUN PROIFLTIVE A'ROSH 61 GARAGE BEARING WALLS AND CELL PJ�x AIRIIIORLI i YfA1 KLiAI PRMECT DWELLING MOVE ETRE RATED WALL. FOO.=TSO Am FRAI[ U ^ 3([FN2 Ml A. DOORS FRON A GARAGE SHALL NUT WEN GI A SLEEPING SPAS. 4OL• IpmDlglD� ______________ S EACH OPENING BETWEEN GARAGE L OTHER SPACE SHALL BE PROTECTED WITH A V4 M. AND SELF DASLRES. Rh m lARIIIFW Y,AlIDOiDI@l'. PI IPDA( bOR OT Ftml __�sr RICR01 - L7. GARAGE�ASTIONTIC �AR TSHALL DBI SHALLT BE BE DRAWN FRD�WIGTN U2'AND NI) AtaxjTPSXH AS A THERMAL DARRIDt� (Ffa) Yl-S2SB lIS MF-MM -------------- L WIDOWS IN B/A HR. RATED WALLS MOVED AS LOG AS THEY NOPE WINDOWS WITH ORD” FIRE SEPARATION DETAILS - IRC HAVE A S/A W RATING TMlU R[N RVL N] BSL/DRP IB JAN 03 A43 2x4 BTM CHORD 7/16' O.S.S. SHEATHING 7/16' EL .3. SHEATHING ')rAS IEAQIvp Me M NEV)vee ZIAM DAMP I AMMaVAL• IMSLL. AREA FRAMED 3/4' POLYSTYRENE 3/4' POLYSTYRENE 2x4 BTM CHORD 2x4 HTK CHORD AREA FOAM BOARD FOAM BOARD(R-3.B) INSU.- AREA INSUL. AREA FRAMED R-13 FG INSTIL. V/VB R-19 F.G INSUL. W/VB FRAMED AREA AREA R-11 FG BATTS 1/2' GYP. BRD. V2' GYP. DRD. WSUL, VINYL SIDING VINYL SIDING 2x4 STUDS B 16' OC. 2x6 STUDS l 16. O.C. R-30 FG INSl1L R-38 FG INSTIL, R-38 FG IMSUI_ V/VJL V/V.B. V/V.B. N LO 1/2' GYP. URD. 1/2' GYP. HRA 1/2' GYP. BRII S2 13 W Z QWO O O W_j > U -1 3 7/16. O.S.R. SHEATHING 7/16. O.SJ. SHEATHING Z \ ¢ 1 1/2' POLYSTYRENE 13 LL Q' VINYL SIDING FONT BOARD(R-73) Of�f R-19 F.G. INSUL, VM ♦- O Z . R. 9 FG INS(L. V/Vl Q O 2xB CLG JSTS. 0 � 1/2' GYP, BRD. 1/2' GYP. BRII 'J K 2x8 CLG JSTS. 2xB CLG JSTS. FW- VINYL SIDING (n Q, R-11 FG BATTS ¢ X 2x6 STUDS l 16. O.C. 2x6 STUDS 1 16' 6C. Z C3 INSUL J W .-r LL —i S_% I i Z'I Z) R-30 FG INSUL Z ty 14 15 VN1 R-38 FG IMSLL. R-38 FG INSLt- .-i I/2' GYP. DRD. V/V.B. V/V.l. t/2' GYP. BRA 1/2' GYP. DRD. 7/16' ASN. SHEATHING l\�J! t' POLYSTYRENE ' FOAM BOARDER-SI R-21 F.G. INSUL. V/Vl 16 L2' GYP. BRII VINYL SIDING INSULATION VALUES INSULATION VALUES 2x6 STUDS D 16' at- FOR ROOF / CEILING - VAULTED FOR IST FLR. TO 2ND FLR, EXT. PERIMETER 2.30 RAFTER *R-30 V MIN AIR SPACE O ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS LS SH OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2351 ASPH S11YLS. , SHTG 7/16' OSJ. SHTG. T1-11 NOTES, 3' FRAMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PART SMALL BE DESIGNED IN ACCORDANCE WITH THE THERMAL PERFORMNNCE VALUES LISTED IN THE ECCC OF NYS. THE APPROPRIATE THERMAL PERFORMANCE R-30IL. REQUIREMENTS SHALL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES CEIW13RT CONDITIONING W/V ( MPREINSUL. R-19 FG INSUL TO TIE MAJORITY E TIE CONDITIONED FLOOR AREA V/VJ, (COPRESSE➢) 2TAKINIG tP ING ANDEHILDING MLOPE OSTURESSHMAALLL BE PROTECONTAIN CTEDRIALS HY A VHICH APORRE ARDERR LOOF CATEDSON THE WINTER t/2' GYP. BRII . . WARM SIDE OF THE INSULATION IN ACCORDANCE WITH THE ECCC OF NYS. I INSLLATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSOLATION AT PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (Vh n tested A NLtordance eWP ASTM E 283). WINDOWS ( cfn Per Sg . 7 O feat of WWWI" ores) - 0.3 Ref, MNA 99 /VDMA ID1/LS2 L ASTM D 40 . SLIDING DOORS (cfn per spare foot of of Maar Area) - 0.3. SeYplrp Doors ossenmy. (cfn prr spun'- 1`001 of tl are.) -0.5. Regal .,Rent, B ..d on Noor 5 ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWPAWLS, AT VANS AND RIF/CEILINGS, BETWEEN BALLS AND FEDORA OR FOUNDATIONS,SHA BETWEEN /� ^ VALUED CEILING V/ ELECTRIC KAT 12 NOT AVAILABLE WALL PANELS, A7 UTILITY SERVILE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED. GASKETED, VEATHERSTRIPPED, OR OTHERVISE SEALER 6. AN AO INFILTRATION BARRIER SHAT BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS [NSTAAED H OR THE SIDING INSTALLATION TECHNIQUE NECESSITATES A LOOSE-f[TTING APPLICATION. 7. ALL FIREPLACE EXCEED 20 CFM ATi0.3 INCHES WATER GAUGE, IF THE TS SHALL 14AVE INFILTRATION SEDAMPER NALOKNE IXES NDAMPER QT IHETCLOSED REQUIREMENT. POSITION NOT TO a n•r�,�� INSULATION VALUES TIGHT FITTING NONCONDUSTIBLE FIREPLACE DOORS SHALL BE USED. FOR FLOORS A ALL FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FRON THE Du7noDRs, �� tf-Y Ap �! OF SUFFICIENT QUANTITY TO SUPPORT COMBUSTION THIS SOURCE S ALL BE EQUIPPED WITH A DAMPER ENABLE OF BEININSTALLED DINFULLCLOSED, !i d• a Ams SC, .x,11 00 9. IO DEVICE INSTALLE➢ IN A FIREPLACob E THAT USES A GASEOUS FUEL FOt ITS d'ERATION STALL HE EQUIPPED to 2x8 FLR. JSTS. 2x0 FLR. JSTS, WITH A CONTIN.OUSLY OPERATED STANDING PILOT LIGHT. j4r do . 10. TEMPERATURE CONTROL EACH DWELLING LWT SHALL HE PROVIDED WITH AT LEAST I TNRMDSTAT CAPABLE OF db L�Grs - • 19/32' T L G O.S.B. 19/32' T L G ASJ. AUTOMATICALLY ADJUSTING SPACE TEIPLRATURE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE IF TEND, •. • �A,t • IRDERLAYMEM UNDERLAYNENT SETTINGS FROM 45 DEGREES F TO 05 DEGREES F AID SHALL K CAPABLE OF PROVIDING A NO DEADRAD OF NO LESS THAN 5 DEGREES F BETWEEN FULL HEATING ACOOLING s LL ZONING. AN ACCESSIBLE MANUAL IA AUTOMATIC MEN • R SHALL BE PROVIDED TO RESTRICT OR SHUT r OFF THE HEATING AND/OR COLING TO EACH TERMINAL OOT. • ® •� i IL AIR DUCTS WITH A MINIMUM THICKNESS IT NO LESS THAN 3' SHALL BE INSTALLED ON My SUPPLY NR ,� e IY2WW DUCTS LOCATED OUTSIDE TIDE A CONDITIONED SPACE 13. ALL TRANSVERSE ,DINTS ON SUPPLY AIR DUCTS LOCATED OUTSIDE Ir .i;c A CONDITIONED SPACE SHALL ,y { IVF R-30 . ( 1M RE R-19 . INSOL. BE SEALED WITH ADHESIVES, SEALANTS, GASKETS, TAPE SYSTEMS, LR COODATMNS THERff. � 2 7 200 VN.B. (COMPRESSED) y/V.B. U. SUPPLY AND EXHAUST AO DRAKES AID OUTLETS SMALL BE EQUIPPED WITH TION SHUT OFF DAMPERS I�I!!� AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE 15. INSULATION VM A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING 10 CE 1i 16. IINSULATION WITH A MINIMUM THICKNESS DF NO STRIBUTION PIPING LOCATED OUTSIDE 13F A C LESS THAN 3/4ITIONED 4'' SHALL BE INSTALLED ON ANY SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER / � A>o AF 17. PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719. SHALL NOT EXCEED 200 SQ. FT. IN AREA L 5'-V KIM /.ON�[YIIMr INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED BETWEEN SKYLIGHTS ffo eS, J C 18. DOORS L WINDOWS LESS THAN a-0' FROM A LOT-UNE OR IN EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE Hy w rm Xis It THE SYSTEM AND SUBMITTED TO LOCAL SEPARATON WALL$ L ZFRD-LDT LIE VN.Ls A—= SMINOS,LONERS, L RIDGE Vons an THAN TWO FEET TRIM 1m-L NCO N0WL0R AN Nr•A CODE ENFORCEMENT OFFICIAL IN CONNECTION PASSING THRU A FIRE RATED CEILING IN A STAR OR GARAGE SHALL HE 3/4 HR MIK FIRE RATED L BE SELF lsn)AFHA•PII YI-Iter WITH BUILDING PERMIT APPLICATION SHALL BE CLOSING OR HAVE A 3/4 HR. MIK OPENING PROTECTIVE ACCOMPANIED BY A MECcheCk REPORT 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUB L SHOVER ENCLOSURES (INCLUDING DOM, PANELS L VINDOWS) INSULATION VALUES -IRC (INCLUDING THE INSPECTION CHECKLIST) 2D. SEE INTERIM ALLCULTINS MANS NuALL AOR PPENNDIX V F13R ADDITIONAL nKORM�TIONTY cLAZEA .r )v.TD Ren R.c Ho 2L MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED 15X O THE TOTAL EXTERIOR WALL AREA, HSL 18 JAN 03 A44 •ar¢www ru nc r:v nax Hart nwr a-•rriwK• INSULATION SCHEDULE VINYL SIDING 1/2' DRYWALL . ROOF/CEILING 1 I/2' POLYSTYRENE 2x6 STUDS B 16' OC. _ U-0,038 FOAM BOARD R-19 INSUL, w/ VB. r/3V,BNSUL.1 i-2x4 TRUSS I/2' DRYWALL 7/16' OSB. � NOTES U-0.032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. R-38 INSUL 2x4 TRUSS 1/2' DRYWALL W/ V.B. /\ �� INFILTRATION U-0,025 /\� INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE R-30 INSUL. 2x8 RAFT. 1/2' DRYWALL W/ V.B. �� O's = O18 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) w = VOLUME U-0. 039 TI-TO 72 - 0' F = TEMPERATURE DIFFERENTIAL BASE 1 AIR CHANGE = WINDOW OR DOOR 1 WALL .018x.72xlx.667 = ,86 BTUH/SO.FT. ROOF/CEILING 1 1/2 AIR CHANGE - WINDOW OR DOOR 2 WALLS _ 7/16' OSB.-\ T _15A FELT. -2350 SHINGLES .018x.72x1.5x.667 = 1.30 BTUH/SD.FT 2xl2 RAFT. 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS U-0.035 1/2' DRYWALL .018x.72x2x.667 = 1.73 BTUH/SO.FT, R-30— - INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING, WINDOWS, 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS, 0.5 CFM/LF OF DOOR AREA SWINGING DOORS, .03 CFM/SF OF DOOR AREA 19/32' TLG OSB, MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA ■ HANDBOOK OF FUNDAMENTALS - U-0.050 WR119 INSUL 2x8 FLR JOISTS 19/32' TLG OSB. INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE U-0.040 R-19 INSUL w/VB. 2x8 FLR JOISTS ACCOMPANIED BY A MECcheck REPORT COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDS% 'D' FOR ADDITIONAL INFORMATION 2z4 STUD U-0.070 7/16' OSH. R-13 INSUL w/ VB. VINYL Si DINGW112' DRYWALL 1/2' R-MA% OR2x4 STUD U-0.0543/4' STYROFOAMR-13 INSUL. w/ VB. , /" ' �� 7/16' OSB. 1/Z' DRYWALL 5/8' PLY T1-11 2x4 STUD U-0.076 R-13 INSUL, r/ VB. - • � • v rum VINYL SIDING 1/2' DRYWALL �,,�. 0 62 7/16' —T-1F-'-2x6 STUD U-0.053 R-19 INSUL. ■/ VB. VINYL SIDING ];; W112' DRYWALL1/2' R-MAX OR2x6 STUDU-0.043 3/4' STYROFOAMR-19 INSUL w/ VB. ffavAs ML: /16' OSB. ur of m nrr.1QarflwU•4 H Brut (rnJ ur-eur>.Ar ut-ww INSULATION VALUES -IRC m nim r+c b BSL 1B JAN 03 A45 NOTES, Nm) K ro tY L, �= T/rt[tOQVO r91 M KV Y¢Y "AW nxf V MI11pvK• L ILL rUarr ,pf ApV¢q r/yp m Y illrtSa\Y¢llLLla µ�� r M 1 K MN 1G 1 K WI �MQ a srrt N�S•Dr R vIv Ke 1 aM LTm m�" riAew[ mum rrmK. t Yr vert L N w•rr IrmL vATln Mr r lawro N rrrt,a sTx Lw IPI a mu�Tmnrrm I"HIAMAS.Y taro n w wrwta u K I.nr KR {_I v Lou¢ ro vAnn to •KIDTr M vAllvmala r»W YwM OVQ a a'-r IM - m a rm Ma uv. 1 ra>e r tW IR a T Ev NER efalA\O m r\r xlar,I la[a l 1 ru 1 Kr I drµAV• r mt M•MAIL OS,Yt oval W L91[M m r MY va!VITV sue ve tomlolr.IDrt u p¢+al¢rt na L NrDm•¢Tbl W vortt m x rrcRT MY VKA[rutTxK r.nAsre rec Dval Y•LrMro[var r-r lO®RALT W FIELD CONNECTION BETVEEN I I I I I At OOR1 r r mM vmatlr eR Los TZ r m Yrr¢no n/MT ri mM- MODULES OR BSM(T FIXTURES I I I LKnn to tarT. KIT SINK DRAIN L VENT a wrt ort.n m r mt LAV SUPPLY LAV. DRAIN L VENT KIT SINK SUPPLY vltrt rr !Kt m1IDIRK volr PPaa aYl r A Kx Y r AmK M u rIDLIIE rNt Y V/ OPT. DV. SUPPLY l K r Sur V/ OPT. DV L GR DKP LIS uva Iw¢M N N JI rxlME w7`147 MAN Mwo LrIVrYYlr vtMTO l K• ¢o mm i u rxTIIY rMLL Y M nw MTpVL m x Ive a Ar sooul w a[Oal m vAxa rtas Ama VIe\I tW LMVOatr Vprla 1 r0'r0 m e KTK fIt 6 a'rIItT\Ymm rlal eR L0 2141 LL¢LM MV 1 LL rK\AY tlIEX ml m ILO Kllm I KGWrK lL•61m1 ISaATIa VKw W61YG m A rLa le ML MAN lIn m Y avo Yr Pa rmr m IY.LI VKK aru r Ac7aCSI m Ga TCIPFMM a MIQ4L i q OWV WASHER BOX VAS/IEFt DRAIN L VENT u Ns®rTK m vuTPAt m•¢T.m x Mx v/Lac tIa T¢ wec ucT rIo VKK r lOr KIT SINK DRAIN L VENT uMIVMMLT veno to MaOaTK m N &L K m IM®RK MAN Dwn'a r mI¢Ta aYa1 m q lml¢vYTz,LDEi sKV vAro nav— —Kro ILLV r lr var rocTMTOI^��m r ama vrn.Inc:vm r raQ nm L+r avEo MY VATMTm1T,aR a AWA,r lro m HOSE BIBBS MN uurvr VKK mr VAR OntcT PM:lrx Y rAcrrO Lrlv¢uMlr Vmo V/ VACUl14 (t{r{t}"tQtM? �svv%nth tr[oYesn.Abp t%V *v Ltpo� RIM, rnrna twr ar vKK r ml m mwa rx W xlnsc BREAK (NY. ONLY) 15 ML 1llLTM r1a VAT.7 M1lT 11118 W_r¢EV 0`A. fRS VAt(A 6rRY m rnilY6 N r061LM AT f01m LL ML ri1M[:Q rM.lYI m VM 1 K-r-L•,rii. mU VAO M2T KT K War m VOIr,' u m m t L a n RIX m K t Imow R&R,"t m 'm"v"i¢mAnTEm vK�vE iu�tla \v 11 t K Mrw«Kn rva K to WASHER SUPPLY YI¢ RAX 1!a.Yvr La[i MQ TYI[•t•LA0 ILYIplO ro Av ax — K• 4 mr'rp qE tWLL x"PR ml E Fi m ,&Lr W AT IMI T N .mr m a Wi VQT y rYSLK tnlRATmE Imlr n Yl lLIrT N 0 r TO x Rl0[a V/E I Y'Llx VKK 9WL rLY m W M M r MK Vr.LmI m y AT[OVO Lal W a OWL ME T•b ltM illi M W"LY W KM Iu N.M rIY Y.RYTa IK rMll mr pCMm LYE MlO��.+��• KTK Vm Xm 6 a rriT M SEtOw rNT"K 4LLf Y Vnrr ml Y—J W IPE II m x IOO A ml IATS xI;=R W m'A1 M MNM DNl rrE IRD/ y�II Yom• r-R.PAL 4=1 m T MY nAa Wrf aI PMZ Ar tF AIo lOp OMe>ml to rM ITATbi Q AsmrLOt ITgT M Imvm N Il/af rJl _ 6.1mlfi MON ILINLIE I➢IIItQ Mll.m Mx MIRtM� tPAN rWl IP[t aSflYNi Y AT M W L NDIIQZRY m A MIAp Im[ P� �MY 6Lmp r mft2l M I ea aT:rmEi rlI¢LLS tab[6 m Y rrtrun W wrt n r�u PmTr % na•MLS rMOI vM a0b I 6 VANM Yr rarllaa I=m Y NR3 IMAM Rl LLV4 O A Irl Y V a rATTMr aAnMao rinrlc vAncl w-ID r 1 leY vASKa T+erLr Tnq. Nrr vAR luR ra/ •� K¢ERT.Tm M M1.O M ITTTYI[6eDPt VLL MK's •:1K M I rMI6 I:ATOD bs. 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DRAIN L VENT w Y rtY nallc Ont Y ILDVDM bR rt O rIImo a m6MIa n nwcrc rR a«u�OY rmraTo KM vxr°m=aTm' I a ME oWr TWO STORY (2ND STORY) Mm Nd M M�TlliD01 v®Khat LCII nYa i POTABLE PLUMBING SCHEMATIC YV Ie E TIR 6 IOO M VAM IGO amKLAlID1 rnl KIT DIAIIW 6 M W b SII.Ar W I:rA1 v M®ORIK fmE v AN TOY nATL LT = LONG TURN r•.ol , a Au Itlrra rvaL x T.tIM M LI M aY2 LTTY = LONG TURN TEE-VYE r ^'a M � i t r• Vr a �' r wqt bvnv b m RJOgm tMlt Y mvl>o>Dor ttST•K m\ DHL LTTY DOUBLE LONG TARN T'wrt Y lIIll MTKID PPIm aETtm tm MOtlt.W KL MI I vr-rll 1 KI M Ae•r s r rW W R wY mK a nrt sMu Y IOQK IDM:yX KN FOIE M IUAL raMw TEE-WYE IDMra yTI K u YdR1D1 W! a Nr - u70 r Kw,161aa Ofam M11Y1 Tet n.r IL,VTr rrnE IMMt a ILL Oa N[twit x rmrmo Vr• M CMIm\LAYLII r 1MVPMT AYv K q PwA M LV®lI TINt YNt IDT MK DIDY.DGKYr[a ¢J ru.VrW a er I.r Y .tNnS ILI(aDIL 1W2 DLT DWL x OwVAII V/Ydl N I KL ,T Y I Mm q I VFIeI SAM 6AL a MK DLMR DOwL TAK rla K 1W. uI-.IOA •ITL rp r v M VA.712RN:r{rM1 MK RlOre tLV�W rMIKt r FIa„Y.yaa I M L r Y ArsmrlQ MM iClOa rlTta,WMt]W RNA a M lG N MYi i w VATM¢mcrs araC r u\MlOa Pn rtax ML LL M IawL(VAR MR twll Y rIIl miE6Tp K M �t K L01MV/P�Y MIL Wli ICT Epa,t t/I MM�V M f1ElMwlp DytL MK A r ml tlllLY MM H rMlMD IPIf N bNAM AAEAT WIYf 04lTSM VILIl DWl x PmfRlEa AMlal rlmmm Y IlY1r.TLe OYII x rPl ORO M1N w _ IMAM Kwt NOY IO®L pr r4 ym 1-r V Y MTM m N m¢Our v sunm fM lO/OO.q 1NK A rwrM _ ITM!� r• , � _a Lm _ K• m ru MT KvvaT A vAoaM Mum wd u®VIGN w MTM r K u I yr T trWT xVMTW M OOL x I IIm V/A VADAN 1YMml M Z-1 Hon[IMOY Ilan I=Am PNM OOI 1MNT IHTT wl �„ K• I • '^ r s Mnmc rlla r AmK W sTMr ru tx W 16tH ants w _K „r•.'.'/ I o u "1- r m •\•\ I K u Oe M1 P N M1lNf AttD•LT W m TTDNf sMtL ME M �d f•�/!'r” !<rl¢I MIDI IIIIIa[i LYL[Dt6T rre m®rIK llLLbfm MAN ItE SINN r LPI twctos mvmTYAM Y nAa uAx r[_` °err lm -K- I AY L -y.I+Y T '\, '�. r ,y� a mr sTs•¢T Ivro Yme rm MAN nMx nV _`_ C ,C,r,�'^ _ at�_Y I \ "a ,••� ■• tT.D[Pa¢raD16AY Tu/nw.v LlET arrr.m IRI a S- y • •M _ KK IT Y •\ rwA _\ -.,A., HN arKMs-OEeaDMtrtrOKAvrIKTTr II\ImVAwLIavViTDKrrKIirKK14`11TDxI OMM•mmKVMln ItmtDY AYn K l,•5-'.am►.TrMy„WSl_ _ III,IT • \ ' ''� "'•�• Nl IT IaLS _ 1 r DWL x KMO Y rKTaT 1TM A!KM TO N l ___ __ •�MfAy�Y tt r!\N lY ! _ �,� .l RX ITIvp tpav Ie¢i MIDI l101[uIo W LARM ^�- ,I„�nt_,11 vr• `-_ "� _ \ MIIMar VM Mr Y DDaa wd TL➢rlea vAnO¢a rem a r lm /�� � _ vT•Ir•A '�_ u •\ r u ;_� - P TBNNY901/ M T�um1 warm w mr Tla wu MK A 1 K r=ti� ��/' � wcP rrT I a.��Y�`M •\ ``-�___ Ll AIBBRTdo Y IGt 1LMt TIMLL Y Ld1O ra ODYTIL VAM In,Ta tTnDC IT r•`�/ __ a w vM \•\ _ Y I rr �,. `\ ^a • • lMrrA PLUMBING MATERIAL SPECIFICATIONS r D �\ • s M Vrl wrir�isnTw wnllo •, • r_` aIlk '► rvc nwsTc mE-KTII-toaua wt W Os,x>an a —avr rw •••• MTM N �'9• �-�,� •ryc M M.ATIL PP[rltTl(S-AtI1Fb�lll Y MAfA�1N I r r 1r rll•nY M lJ p M mVDR IIlp(1-ASN atLLFIy n•m r r - / !R ti � • ��$ IIDS ACTTC04011ouo r W r.rmw MTM r i _ +,,_`Mr. r lm v .. LIVG ` fir, c. LAM savor ram-Asa-mese I. "0”VKK-Nm blMyl `=r M. N Lm K at R! TT I w I . . L IpPM MADMM i1Mlf- 1[ _ N tm _` Ilta ImIaD]R'•Ella Lm1 LORI •J�r�sr v/uTaot►alw-N � 1 yr Rano A rrr o '. a nwTT¢Tlas TMm/Mm-ata-Ifel v/AramM-�arro - n nAsam nm ranuYt-ADV WI-MNAlalsrr �tr�ww.�w I ur Im M „r � _ Y VIT®Y OLM r➢IIMQ-IM/MOYYJfA-t1r r i `- / a DeM Ttnite3-AtIVAvsI-wlLasl•r /` MTM r ri TWO STORY• TVO FAMILY A-2 K rota KIK IOYaAr-Aa.Mm-M¢,l.I�t,.. m ru P� - a owns u:r sa ranlsYs-Arlvxq-wusrrt,n TWO STORY, TWO FAMILY, A-2 DV V SCHEMATIC r m" /1 POTABLE PLUMBING SCHEMATIC .V Vr`\I tDmYTc arvll a TM.LMT sa Im,.LII,IDE INR ©� RO dTS, NC. K MRLKs rAets TY a rMlll[a,\[rWlpT rKl Y r mll V/VYE �� 1 epT Ywwl x YYaiM 6 irLOMlx r6V A erg\a Rr ®E ¢r DWELLING OVER DWELLING n.rune t¢rlr nrI W uPL MMoO bLRrO Mac uwL M}IL TWO STORY, TWO FAMILY, A-2 ®C n s= mrysW AY Am ArAPVR rtASTc\b1iILD MOtf NYiM TVS AY Mrmvm _____rmt atKLn rwoec POTABLE PLUMBING SCHEMATIC •pR• am Au um uT ru MAN a vars nNl x nc N Lora mm trau nA aO DWELLING OVER DWELLING TWO STORY, 11NE FAMILY, A-I TYPICAL PLUMBING SCHEMATICS THE RE ENIIAL CODE OF NEW YORK STATE l�uc NTT�LaMP M SIN m\�rml�eat 6M l•G Ma MAN\vorr IPa rn M m\M nS POTABLE PLUMBING SCHEMATIC SHALL BE RE TO HEREIN AS THE R.C. of N.Y.S. >a rt•u M nm RMI an DRP Mt18 !AN 03 mw m A46 ANDERSEN WINDOW SCHEDULE 'U' VALUES M & W WINDOW SCHEDULE U' VALUES THE NEW ,r"An R,,,w�w KEY TYPE CODE ROUGH OPENING 'L' I'V' 'SOFT.' 'R' AIR V/GRILLES /O GFtILLES KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SOFT.' 'R' AIR STNNARD WITH ARGON 1. DOUBLE HUNG TV2432 30 1/8'x41 1/4' 5.09 2.94 8.4 3.2 .10 .34 .35 1. DOUBLE HUNG 2432 30 3/87x41 1/4' 5.8 2.74 7.39 3.3 .11 .37 .33 2. DOUBLE HUNG TV2B42 34 1/8'x53 1/4' 8.23 4.64 12.34 3.2 .10 .34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 91 4.4 11.11 3.3 .11 .37 ,33 3. DOUBLE HUNG TV3046' 38 1/8'x57 1/4' 10,31 5.73 14.85 32 .10 .34 ,35 3. DOUBLE FLING 3046• 38 3/8'x57 1/4' 11.2 5.9 13.5 3.3 .11 .37 .33 4. DOUBLE HUNG TV2852 34 1/8'x65 1/4' 10.48 5.88 15.14 3.2 .10 ,34 .35 4. DOUBLE HUNG 2852 34 3/8'x65 1/4' 11.4 6.02 13.7 3.3 .11 .37 .33 5. DOUBLE HUNG TV2856 34 1/8'x69 1/4' 1122 5.05 16.08 3.2 .10 .34 .35 5. DOUBLE HUNG 2856 34 3/8'x69 1/4' 122 6A4 14,6 3.3 11 .37 ,33 6. D.H. PICTURE TV20-DHP4246-20` 99 1/4'x57 1/4' 25.4 6.4 39.0 3.2 .1D .34 .35 6. D.H. PICTURE 18-4046-18` 93 5/8'x57 1/4' 25.4 6,4 39A 3.3 .08 .37 .33 7. D.H. 45' BAY TV45-31046-20` 90 3/8'x58 3/4' 25,4 6.4 37.1 3.2 .10 .34 .35 7. DH. 45• BAY 45-18-4046-18 ` 85 1/4'x57 3/4' 25,4 6.4 371 . 3.3 .08 .37 .33 B. CASEMENT BOW C45 BOW 97 1/4'x61 7/8' 30.2 10.8 42.0 13.21.03 .34 1 .34 8. CASEMENT BOW 2050 4V 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .D5 1 .35 1 .31 9. CASEMENT PICTURE CV25-2• 114 3/8'x60 3/8' 30.2 10.8 41.5 32 .03 .34 ,34 9, CASEMENT PICTURE 2050 QUAD' 96'x60' 30.2 10.8 41.5 3.3 .05 .33 .31 10. CASEMENT CV135 28 7/8'x41 3/8' 7.2 5.7 8.3 3.2 .03 .34 .34 10. CASEMENT 2435 29 1/4'x41 1/4' 72 5.7 8.3 3.3 .D5 .35 .31 11. CASEMENT CV15` 28 7/8'x60 3/8' 11.2 8.5 11.8 3.2 .D3 .34 .34 IL CASEMENT 2450' 29 1/4x60 1/2' 11.2 8.5 11.8 3.3 .OS .35 ,31 12. DOUBLE HUNG TW2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 12. DOUBLE HUNG 2042 26 3/8'x53 1/4' 5,79 3.4 9.41 3.3 .11 .37 .31 13. DOUBLE HUNG TW2D46` 26 1/8'x57 1/4' 6.31 3.7 10.12 32 .10 .34 .35 13. DOUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 10.12 3.3 ,il .37 ,33 14. DOUBLE HUNG TV2052` 26 1/8'x65 1/4' 7.37 4.31 11.54 3.2 .10 .34 .35 14. DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 11.54 33 .11 37 .33 15. DOUBLE HUNG TV2D56` 26 1/8'x69 1/4' 7.89 3.7 12.25 32 .30 34 .35 15. DOUBLE HUNG 2056` 26 3/8•x69 1/4' 7,89 3.7 12.25 3.3 .Ii .37 .33 16. DOUBLE HUNG TV3052' 38 1/8'x65 1/4' 12.03 6.671 16,95 32 .10 34 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 113A 639 16.95 3.3 .11 1 37 .33 17. DOUBLE HUNG TV3056 38 1/8'x69 1/4' 12.8915.731 17.99 3.2 .10 .34 .35 17. DOUBLE MUNG 3056 38 3/8'x69 5/8' 113.9 6A7 17.99 3.3 .11 1 37 .33 18. D.H. CIRCLE TOP CTN20 26 1/8'x15 3/4' 1.1 0 2.9 32 .1D .34 .35 18. D.H. CIRCLE TOP FCH-4 26 3/8'x14 5/8' 1.1 0 2.9 33 .11 .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/B'x17 3/4' 1.6 1 0 1 3.7 13.2 .10 .34 .3519. D.H. GIRLIE TDP FCH-6 30 3/8'x16 5/8' L6 D 3.7 3.3 11 1 37 .33 20. D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 1 0 1 4.7 3.2 .10 .34 .35 20. 1 D.H. CIRCLE TOP FCH-8 34 3/8'x18 5/8' 22 0 4.7 3.3 .11 37 .33 21. U.H.tild'L`LI iU• C7N30 - 38 1/8'x2; 3i4' 2.11 9 - !).ii 3.2'.10 .34 .35 21. - -D.H. CIRCLE-'(OP - FCFi-10 38.3/8'x20 5R8'. -2A D 3.d 33 11 .31 .33 - - - -- 22. CSNNT CIRCLE TOP CTC 28 7/8'x17 1.5 0 3A 32 .03 - .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/41x16 5/8' 1.5 0 3.4 3.3 .05 .35 .31 23. CASEMENT CN235 41 1/4'x41 3/8' 8 7.4 11.9 3.2 .03 .34 ,34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7A 11,9 3.3 .D5 35 .31 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4' 29.2 0 40.1 32 .10 .34 .35 24. C,TDP/PICTURE FCH-21 OVER 6053 73'x79 I/2' 29.2 0 40.1 3.3 .08 .33 .34 25. ELIPTACLE ET6 72'x17 3/0 4.3 0 8.7 32 .10 .34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 0 8.7 3.3 .11 33 .34 26. OCTAGON NOT APPLICABLE N/A N/A N/A / N/A N/A N/A 26. OCTAGON 2020 22 1/2'x22 1/2' N/A N/A N/A / N/A N/A N/A 27., AWNING AN3] 36 1/2'x21' 3.5 1.9 5.3 32 AD 34 .35 27. AWNING 3018 37'x20 3/4' 3.5 1 1.9 3.3 33 .11 1 .33 1 .34 DOOR SCHEDULE III m DrDSw TTrE m OrDmc x 1• ti- r -m AIR v A a{I r 116LL,mQ NL .!I TIOIIM-Tw 0 ns las 1116 W J4 a ON r p6Y.,rsC N LY.!yr i101N-tw y 17. 711 lu M JA c t!N r• a i/Y .r 1T MnY-7w 0 17A las y1 JY J• a ar{ Li•L... mx v7 r.!yr 7.rnv-rn v 1sz vs n.> r n ' [ ae•{ 7` v u yr.!yr 7vcnw-7w 1. iss an nn .0 n 1 1 3 { �`' v/ as ve.!yr TIQxMrn a. Ifs ]q ]!1 J• n G 1{N WI® rAa,Q O VY.!VC a1V6 WA WA WA WA WA WA N im MIRI! rAEML a VY x!VC aFVq WA WA WA WA WA W. 1 •i•{ Mf101 rA6.1Q w VY.!V! A WA WA WA .1 ]ON YID 1K2ML !VY. OR VC WA WA WA WA WA VA•.!VC a0-Vp WA WA WA WA WA WA l fiY WRAOI YPLL) w VV.!V! .8D-VDI wA WA WA wA WA WA M In{ MDI •m27 @ tY.M K .11D-VDI WA WA WA WA WA WA I{ / IMill x aN DOOM 1mQT @ Y' .M 1/Y bD-VDI WA WA WA WA WA WA C aN Dli®•Y]RT @ 7!'.M 1/[• bFVCI WA WA WA W. WA WA , r NH LUDO!4-4rY6 MmC 41 VY.0 IT a)Vd W WA WA W. WA WA n•.W WLTA NJ7 LL{L [t af.l JR n P �� L !N {•amrc Llsn m n vv.r rV an 17.1 Ll m m 7C.w Mm101 nn 117 v Ml n n ryc.aw{ IS WY.OR VY ywp -Tw aw ILII L7 u n 6 { bN V NLfi rA7n m A we.w ILv aw Wl v aJ 1 a A . • • , w.w Mm1SG S! WI ]L Ml M N VA•A w . • i i •0{L Y iVN.MTY @ Oa TIfJIM-Tw L7 Y0 IW N.f n n 70F .w .VC[FtDI YlG WI ]L IfJA AN Mdp I�• T lOfL al DRLl2ll-mS {l V.•.ORVC 1X[LW.-TW 0 um V ! M %! n n rao{L ex..am7LSIL me n Vr. VC T7cnv.-m 0 W4 Aa 4v n n • a • ' TIpON-Tw ]4 Y1 Y YL n Y V }l.5 KM nM6171 Wl m !YY.!• TIOIM-Tw Ln I" R 17.5 MIX 1{Mf01 VIbN m N VL•.%• 7I -Tw YS If2 Y fl{ n n ,• ,,,,''��� Y li!I!I 71NIDI V/.•{1 NYC.M• 7151v.-Tw [!5 191 4 K] n n NOTESr (n) DENOTES EGRESS WINDOW FE /ra ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW grnRRIVIAIZA-6 IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW .OF NEW YORK STATE. vn,♦A 1>{.4ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR -!» MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE, ❑R EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR WINDOW AND DOOR SCHEDULES RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE HT1' lev. ---r- DRP DRP 1H JAN 03 i NOTE: SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT IS OK TO BE BUILT x 1 1/2' xIB GA STRAP EVERY JACK Bd NAILS 5 EACH SIDE DBL STRAPS FOR 90 NPM OR HIGHER TY DOWN A. TOP AND BDT OF KNEE V NAILS Id 6. 6C. EDGE EDGE 12' I_N`TERMEDIA / OPENINGS W-V OR 00/ LARGER USE STRAP ZX" BLOCKING BENEATH / ON EVERY JACK STUD ACH SHEATHING JOINT EXTERDR AND MARRIAGE WALLS TACH AT EACH END /, . V 16a NAILS'TDENAILED / EN ST . FT fPOI / / ENO HOUSE W STRAP EVERY / JACK Btl NAILS / OO 5 EACH SIDE Dx FOR N 0 90 NPHROR SHIGHER 1 1/2' x 10 GA // A / STRAP EVERY ,/I61 NAI S d 3 5,.0 TRUSS Sd NAILS E IN ER D E / 5 EACH SIDE DBL STRAPS FOR / 90 HAN OR HIWER 1 1/2' x IS GA ah dL OCKING / STRAP EVERY TRUSS Sd NAILS 5 EACH SIDE o / DBL STRAPS FOR B61 O O,SY 90NHP ON HIGHER /161 0,5' 7/t 1 Bd NUS BOTTOM STAGGERED USE SANE NAILING �•' AS FRONT WALL OF NEW SHIPLOOSE DSI 6' WIDE PCS yQ AGG° NAILS ERED AT MG FL RPMIHE ER `DEQ S. • NAILS Bd 6' D.C. S EDGE 12' INTERNEDIATE 7/16 Cl ' w W OASNONOTION STAGGERED r" 1 11 TP ANDO Z f BE NAILS 3.O.C. AT BLOCK SPLICE . 0 FR SALpgn'q 67l NP�'�� FESS10 BLOCKING AT SPLICE OPT . T W O STORY z 77 c 4-0' FRON CORNER OF HOUSE TNE'P61E'OP 90 MPH, 100 M MPH P6RPE•CT/ON TECO I6 GA STRAPS /LP�'X FASTEST MILE IN NE TO ATTACH TO LVL jJ ,�/�T[�' ON PIER EVERY FIRS DC 1L off eJ INC. DRAWN BY, DATE. SCALE UYER, FILE NO W RANCHES OR FIRST FLOOR Of TWO STORY - - _ - -- - I` Vi q , L f007/1 V 4-7 IS kA Q 1 s , .9 n 7 Nl�� r � ..,. NOTE: Tau 1 All 120 mph wind requirements per New YorkState Building Code shall be MAxiMLW PAN WoNDursTlMWNS HOUR 3A Apl.a %DNNOI..Im.1 m complied with including WPCM prescriptive design Table 3.2B calls for MAN.1 A„,, ,. M,.M„ n ]D o.,gnw,nasw., using %z" anchor bolts, 18" long and spaced @ 30" o.c. and Simpson LTP4 " "A^"`"MD'T-T°F S„n R.ew W.aM na.iN I SIN¢„Spon .115.14 ah1 1'/4" x 20 gage straps with 4 -8d common nails or 10d box nails per table '� + --�' 3]/1' 15 30 0.5 3.4B sill to studs @ 1'6" o.c. _._-„ 4. 10/20 2 36 0.5 ---.- - --Rni,6 wY 46/24 24 H 0.9 tr.c _ NWwI1•u. - __-_ 3.672 IS .�jx. F6, an,nx ESTIMATED DEFIECTION AT 110 MM DESIGN WIND Sr"D AT 1 S-fa HEIGHT I _FDR SMUiTERS W1TN]x In AT 111N[N[S..r. 4+,aQMY 06o AA App,nima♦ f6S 11n.) Sp.n ROOM W.fE1N ]I 36 4E -- f0 72 4 Ef 32/16 25 0.2 0,2 0.3 0.4 0.5 ae 10!20 2.9 0.1 0.1 0.2 0.2 04 0.7 1I CeA .(Z�. HGNE 40124 3.4 0.1 0.2 0.3 0.6 Lo ]a - �_ri7wi-v e111wo fxoc 1e 0.1 0.1 0.3 0.5 09 Ll -'AME2p S/ZZ vo�lr J4O/ SEIVRIa AT7ACEMIEM_wnoM Window and glass protection shall meet ASTM E E 1996-99 PHragmph 66or struct47 and�eE shutters with attached hnrdwarc!provided. Details meet or exceed the requirements of New York t 124 O. State Building Code. 4 Mxa ins. iW4,..11 � G._ Zk / ,/ g�(..Q'G_Ccs SGA Tea 0/ " TAaIE t MNIIMOAI STAN WEiEr60_T ST[NaNOM flotsam ArF•.nFawl. onwa.n�Nlnnl ai ArAhnM A.p s"AI huftro lm lYIlhONsn.Wae sprt SNUam A1TACfIMENi-TGF __--- SW'11.1YW WalEhl n{nVh?I ShuMMf}.n .IISJA NdEM Sdna - lad wr 32/14 1.5 30 03 GENERALNOTES: V iI „ 40/20 2 36 04 The Architect Will not have control or charge of and will not be responsible for construction means, 12do.M., 4&124 2,4 49 0.9 methods,techniques sequences and programs in connection with the work. ay.n. -rWUI.oY _ anWaP.a 48.r 3.6 72 1.5 7iW contractor Shell give all notices and comply with all laws,ordinances,rules,regulations and lawful orders of any public authority bearing on the performance of the work and shall promptly notify the Architect if the drawings and specifications aro at varimm therewith prior to comuuction. .°u . Owner and contractor shall indemnify and hold hmmless the Architect and there agents and employees TABU 2 arm all Timms,damages,losses and expenses including but not limited to attorney rets arising out of or WWAM np(ECTIONAT IN MFF1 OE,51aN WAD SFEEDAT 1 W.NDOHT resulting from the performance of the work provided that any such claim,damage,loss or expense(1)is MR suuTal,�a WITH 2 X OAT T41keWf..0 _ attributable to bodily injury,sickness disease or death or to injury to or destruction of tangible property APA 9.Nd App mh .% sW"w SW on.) (Otho.than the work itself)including the toss of use resulting therefrom and(2)is reused in whole or in ---'--,_ spwA Ilpyna W-W la.&II 14 2a a Ea 72 N 96 pars by airy negligent act Or,omission of the contractor any subcontractor,anyone directly or indirectly 3211f 9.5 0.2 02 0.3 D4 DA 0.9 - employed by any of them or indirectly employed by any orthem Or anyone for whose acts any of them may be unable,regardless whether or not it is caused in par by a party indemnified hereunder. 40/10 2.9 0.1 0.1 0.2 oa 0.4 0.7 It An codes and regulations of NYS Building Code shall govern over all construction and Installation As concrete to be a min.3,000 psi at 28 days. A8 footings to bar on virgin soil wilh a adnimum Soil 4424 3.4 - - 0.1 0.1 0.3 02 1.0 baring capacity Of 2 tats --- nelaa v 49. 4.e - - 0.1 0.1 h3 05 0.9 • Architect is rot engaged for supervision in airy capacity arld it stws he ft owners or his agents - s„dhtm Awaew�wr.ronoM ---- reV adbility to valla a8 diaaxnions prior to consbucdon l� _ Window and glau protection shall meet sI„.a ^ ASTME 1866.97 and ASTMS 199(699 �,�,. _ _♦ paragraph bra or atructainO shutters with attachedhardaareprovided. Details meet cr, or ow"d the rex uhr menta'of Nsw°Yor7s Baste Building CedeSMAIS t.Ao �G / s #♦x., bra 1 r �' �L_.,� win n4wu $�C,/ �ti% FUTURE SURROUNDINGS / JEWELL G ❑ NZALEZ _ QN - 11738 / NY THESE PLANS HAVE BEEN !EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION BUILDING SYSTEMS FILED )WITH THE STATE, REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS, 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 'TO THE BEST OF NY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, NY. CERTIFICATION FOR MOIDULARS APPLICATION W. M1168-02-074, MANUFACTURER'S NO, MI168, YES JY., NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. TO TITLE II OF THE NATIONAL HOUSING ACT, AND 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 IF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) ON A SITE-BUILT PERMANENT FOUNDATION. AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE lz Q ® DD ® ® 0000 00IN 00 PORCH SLAB AND POSTS ON—SITE BY OTHERS r LL pF NEIy Y �E o o: � w n 2 G� FO No. 6770 4= Nt ,. 0 FE ID Z/z /C5' Q 71 PAGE A1 , 1 WEER FT ® � THE PEAR OF3264 - CUSTOM RANCH P ERFECTION FRONT ELEVATI ❑ N 11 N1Ylli A�, INC. DRAWN BYE DATE+ SCALES LAYER+ FILE NO, CMG/JRS 2/19/04 Iia'=r-o A11738 I FUTURE SURROUNDINGS / JEWELL G ❑ NZALEZ QN - 11738 / NY 'TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-071, MANUFACTURER'S NO. M1168, VHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE VITH THE ENERGY COME -w9damEm PORCH SLAB AND POSTS LEFT SIDE ELEVATION ON—SITE BY OTHERS --------------------------- ---------------------------------- r' I I I I I I I I ----------------------------------------- ----------------------------------------- ----------------------------------------- 000 i Ab tAUL1RDM1BON GARAGE DOOR RIGHT SIDE ELEVATION A m ON—SITE BY OTHERS me FEB 27 200 ` PAGE Al2 THls' PEXA- OF 3264 - CUSTOM RANCH PTX PERFECTION LEFT & RIGHT ELEVATI ❑ N ffoffi s, INC. DRAWN BYIJDATEI ISCALE, LAYERS FILE NNI CMG/JRS 2/19/04 va =r-o A11738 FUTURE SURROUNDINGS / JEWELL G ❑ NZALEZ QN - 11738 / NY 15•_8• 7'-10' 7'-10' ❑ HBR-3-1 1/2'x9 1/4' M.L. D (SEC 4 PG 38) 7'-10' 14'-10' 22'-3' `0 14 ® ALL D1•MENSIONS ® 55'-4' 64'-0' ARE TO RARE STUD O 44 HDRi3-11/2'x9 1/4' M,L.m 14 HBR-3-11/2'x9 1/4' M.L. OVERTURNING / HOLDDOWNS - REFER TO CALLS PG,9 FEE] (SEC 4 PG 3B) - -----(3) 2x4 SPF-STUD GRP➢E ---------- ❑° (SEC 4 PG 38) 1. ______ •1 1. TD5 (USP STRUCTURAL CONNECTORS) W/(V __ _ __ ______ _______________ '-0' ® 14'-1 1/2' ® 9'-6 1/16' v- 14'-3' - /2' ® 3/4' DIA ANCHOR ROD 12' MIN. EMBED AND 2 8' HEARTH ROOM 16'-4 1/2' ,1 (2) 3/4' DIA THROUGH BOLTS TO DOUBLE STUDS in 2. TD7 (USP STRUCTUAL CONNECTORS) W/(1) MARTIN VENT FREE 624D 96.82 SQ. FT. 3/4' DIA ANCHOR ROD 12' MIN. EMBED AND VS jU 1 ❑I SEE-THRU FIREPLACE 7.75 LIGHT REQ'D N (3) 7/8' THROUGH BOLTS TO DOUBLED sruDs p W/ MULTI-SIDED LOG SET 3.87 VENT REQ'D `Fq CLQ INCL. MARBLE HEARTH 6 SURR. Q FLUE FINISHED ONSITE >T- 29,70 LIGHT PROV'D m BEDROOM #2 ^ i\u BY OTHERS 8. 0 34 1/27.51 VENT PROV'D SHEAR / SLIDING - ALL SHADED WALLS SHALL BE 135.36 SQ. FT. 1 -' 2 HIGH WALL 4'-9 15/16' 3'-6 7/16' 3' RADON VENT 2 SHEATHED AS FALLOWS. 10,83 LIGHT REQ'D o+ m • FUT VT 1 vb _ _ EXTERIOR - 7/16' OSB W/ed NAILS @ 6. O.C. 5.41 VENT REWD - � �1 BEDROOM T, iu iu 22.80 LIGHT PROV'D HWF\' M,^ 1 I 1 260.38 SQ. FT, (�\u iu PANEL EDGES 12.20 VENT PROV'D 1 I 1 M "m 20,83 LIGHT REQ'D ,\., INTERIOR - 1/2' GWB W/5d COOLER NAILS @ ❑I ``6 1 _I 1361 B9 0 10,42 VENT REQ'D o 4.O.C, PANEL 1060 C, @INTERMEDIATE SUPPORTS m: n CLO GREAT ROOM 9'g DATA PLATE. STATE LABEL ` ` (CI 44,40 LIGHT PROV'D m d' 280.47 SQ. FT. AND LABEL LOCATION w v ti 24,40 VENT PROV'D 22.44 LIGHT REQ'D PFS j. F-1' I - EXCEPT LEFT AND RIGHT EN➢WALLS OF MAIN HOUSE AP 11.22 VENT REQ'D KITCHEN/DINING SHALL BE SHEATHED W/7/16' OSB W/8d NAILS @ Q I + 35.89 LIGHT PROV'D a �.� 011-� 1 (' 17.90 VENT PROV'D m �" III = 1 m ? 2'0.C. PANEL EDGES, inAND CO swR ul n PROVIDE 3' NOMINAL FRAMING @ADJOINING EDGES N� VB24 VH24 t•y U\j .mo a ......U..E.T°..• F-1 ) �� e o> O © . AND STAGGER r, (>` N NAILS (EXTERIOR) AND 1/2' GWB W/Sd COOLER SPACESAVEVIRE FOR c F---"9 R. 2 -0' NAILS AS(4Q (INTERIOR)AHOVE v`\^Pia BATH # MICROWAVE HALL 1 ❑ a a Gi w ❑ 1y H w CONNECT MODULE TO SILL PLATE W/ �3 I _ f________ CW24 1 W36I5 1 ______w ❑ PAN 1 6'-10' I -7 3/a' a'-1 1/a - 4r_Dr v2 - - ----- (3) 2x4 SPF STUD GRADE 42 L_ J (2) 2x4 SPF STUD GRADE AP z8 OWT 2'-8' SECT ❑T ❑I - USP CONNECTOR MP4F @ 10-O.C. : CLG t WALL GYP AROUND PERIMETER OF MAIN HOUSE m - - 1 - 3'-0' 1'-0' 16'-3 1/2' - '- ' - '-2' - 16d TOENAILS @ 6'O.C. AROUND PERIMETER OF 2 I , L _ _� LEULL�OVli_� O 2 CLO CLO LIN ---- Db�a 1/2' HALL STAIRS L-- ----� GARAGE 1V m w I 1 LASCO 1483-SG .� © ❑ ❑ 7 1/2' 19'-7 1/2' z6 1/z•xs4 1/z' R.D. m i7 \ SHOVER STALL W/DOME CONNECT SILL R TO FOUNDATION W/ m N @ MAIN HOUSE - 5/8' DIA ANCHOR HOLT @ --CASED_OPEBIBC__ ❑I ❑I a -lo- 2 -0- 0' ¢ 2 -0' 8'-1 1/2' > t? o @ GARAGE - 1/2' DIA ANCHOR BOLT @ 3'-6'0,C. 8'-7 1/2' ❑H iO BATH #2 2 as z ,\. iu O O O LLH UPLIFT STRAPPING @ MAIN HOUSE. \ a .. ❑I N ^� ROOF TO WALL, - SIMPSON H6 @ 16'O,C. WITHIN 6'-4' OF CORNERS 13Em 1 - SIMPSON H6 @ 32'O,C, AT LEAST 6'-4' FROM �0 1937508Q.#FT, 1 ➢ m \ f A CORNERS ti 15.50 LIGHT REQ'D ;n OFFICE ;n =___ ❑I "� 2 N 7.75 VENT REQ'D a 106,38 SQ. FT. : N °) • p WALL TO FOUNDATION. 29.60 LIGHT PROV'D 8,51 LIGHT REQ'D 1 I m 6'-0' 10'-0' r- wH �y - SIMPSON MSTAM36 @ 4'-O'O.C. AROUND 15.70 VENT PROV'D FOYER 4,26 VENT REQ'D W j _ u� 1 PERIMETER 18.20 LIGHT PROV'D i © yLT in 9,60 VENT PROV'D ---- aM 0 \ LAUNDRY ALK-IN ® UPLIFT STRAPPING @ GARAGE, 2' LLC. FRAMING LANDING- CLOSET FOR WHIRLPOOL ROOF TO WALL, N • 1 2 ' - SIMPSON H6 @ 32-O.C. AROUND PERIMERTER < 2 15'-6' 11'- ' 3'-0'm 9'-3' S'- 0' in 6 -4 1 WALL TO FOUNDATION. iU - SIMPSON MSTAM36 @ 4'-O.O.C. AROUND • .1 PERIMETER 1 (SEC 4 x10 ❑ HSR3-2z10 ,� +ZMI�ITYPE 1 i (sec 4 PG 39) 22'-0' (SEC 4 PG 39) 35._g. 0'-11 1/2' 10'-11 1/2' ;r o NW TVDH 28-2CH 4'X40' ABOVE PORCH iDORMER OABOVE H➢R13-2x10 CU YLL I R.D. 5'-4'x2'-B 1/4' (SEC 4 PG 38) PULL DOWN I PORCH SLAB HDR. MGT B 90' AFF AND POSTS MW E 28-2CH ri STAIRS OBJ-SITE - OTHERS HHOVE z6 vz•xs4 v2• D.___________ R_IL 5'=4'w2_0 1/4' ________________________________________40_4-___________________-_--___-_______ HER. HGT E 90' AFF I I u I I D PO N 4 i� NN I I 3 11 \a m 1 I 11 \ I I 11 'TO THE HEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT N 11 rcw 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, m BE 11 w APPLICATION NO. M1166-02-074, MANUFACTURER'S NO, MESO. ^ II Jog WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) 1 I 11wa 1 AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE w I 1 �V (U I I 11 I I 11 I I I ALL E%T, LOAD BEARING HDR'S. WITH SPAN OF 3'-11' OR LESS WILL HE (3) 2x6 SPF #2 ALL OTHERS WILL ..................... BE SPECIFIED ACCORDING TO NEW CALCS MANUAL, y 1 I 11 • USE HIGH WIND PACKAGE p d1 .I �....................� '"' QQ GARAGE 1 Ii1 ALL M/W HDR'S. WITH SPAN OF 4'-5' OR LESS �p OMIT GARAGE FLOOR iOi i1 WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. HOUSE TO BE ERECTED AT SOUTHOLD, NY. ? SUFFOLK COUNTY a I 1 45 LB. SNOW ZONE 1 i 1 OFEW y 120 MPH. WIND ZONE(3 SEC GUST) I 4� N 09 ® 4'X10' FLOOR REGISTER (3' FROM WALL) 12 REQUIRED 26 PSF. WIND LOAD •1 1• y'. �.(N 6' KU 'y TOE-KICK HEAT GRILLE ( LOCATED @ WET AREAS) 2 REQUIRED SEISMIC DESIGN CATEGORY - B 4 + ® 6'X14' HIGH/LOW AIR RETURNS @ 87' 6 18' AFF. 7 PAIRS REQUIRED O ABOVE HDR-3-2x8 SPFk2 C+ Z 2 2' 11'-10' UNIT 'C' 11'-10' UNIT 'D' (rQ hp 6"lTpA 4, 23'-8' pWOFESS0\ Z//¢ PAGE A1 . 3 NOTES: 1, BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 8, CLG BEAMS OVER GARAGE TO BE (6) 1 1/2'x16' M.L. (SEC 4 PG 92) 3264 - CUSTOM RANCH SIZED HEATING SYSTEM TO COVER A 87,000 BTU LOSS 9, ALL CONNECTIONS SPECIFIED MAY BE SUBSTITUTED WITH EQUAL OR BETTER, THE PEAJY OF 2. HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 10, PERFECTION 3, X> - DENOTES ADDITIONAL COLUMN IN BASEMENT PTX 1 S t STORY E L ❑ ❑ R PLAN 4, EXT, WALL HDR OVER HEARTH ROOM TO BE (3) 1 1/2'x14' M.L, (SEC 4 PG38)107/12 RAFTER 16' O,C, 5, CLG BEAM OVER GREAT ROOM TO BE (4) 1 1/2'x18' M.L. (SEC 4 PG109) ffoffEs 6. CLG BEAM OVER KIT/HALL TO BE (4) 2x10 SPF #2 (SEC 4 PG 109) DRAWN BY: DATE, SCALE, LAYER: FILE NO, 7, CLG BEAM OVER BEDRM #1/BATH #2 TO BE (4) 2x10 SPF #2 (SEC 4 PG 109) CMG/JRS 2/19/04 1/a•=1'-0• A11738 FUTURE SURROUNDINGS / JE WELL G ❑ NZALEZ QN - 11738 / NY ----------------------------------------------------------------------------------------------------------------------------------------------------------------- I -� %L I 1I ® mm; I WP $ $3S GFI I T I I I L_ I r----� I GE I I GFI I I CH I II I %L I SL • I II I I - DOBTU LJ II � II II {p��yqI • SL 1 3'-1fi50BTU D L J O J 2'-]IOOHT I �fi I I ____ L-------------------1 �_ --J m r--------� I I 1 I J I I N I BO % AND HLOLK I Y ,. I r__________ _______J FOR PgDpLE FAN I m I Slp BOX AMBLOCK 0 C . 1 C IbI - C CT TVj I FOR PADDLE FAN 1 I �T I 1 4100 BTU I I GFI II I 1 - _ _ _-_T31E JctCK C O 11 BOX AM BLOCK $$ I n' BOX AND HL{[[�LK 11 FOR PADDLE FAN I Q FOR PA➢➢LEiFAN 1 Ali[ II e p11 i n OL i III TB i m 1 I I 1 1 I III�_1 AF II r -- _-____ HF ___ NUTUNE 60' 665NFE 1 I I I II • 2'-I100HTU 21-11009TU I ELEC. ' C[XL 3 31 3 TO EMERGENCY SHUT OFF W/ 20' CDQLS i 0 JBO% D0 FLR 1L FOR BSNT S➢ I I I PULL WERE L___ __ I $S T'-3850HTU TO ATTIC J,H I� T CHINES I I p I So GF[ j IJ 00 BTU V S➢ I I I 1 TOE KICK ff��77 I ❑ I I ___ I NUTONE I 1 N PI I I GFI I 665N I 1 J ml j I AF GO L - _� o ----------- I I I J I IU/ I BOX AND BLOCK L _________- I ' m --_-_- FL GFI • FOR PADHLE FAN O I I o 0'-- j L O elBO% AN➢ HLDCN 'OFOR PADDLE FAN P GFI5'-2TSOBTUSLI0'-SSOOBTUELEC, DRS • ®$ ry 21-110OBTU$3 I W/ B' CULLS C ES ' 1 &--------------- %L -JI WPI WP I S S ---------GFI__ � • j _______J GFI GET � GFI ____________ I j I GFI I � I I IIII`_—lyllll I11 I 111 TO ATTIC J.B I 1 II II I II II I II II I II II I ALL BEDROOMS ARE ARC-FAULT PROTECTED ii l 11 II I it I' I I 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT II II I 1. THIS FACTORY MANUFACTURED HOME EVID PLAN HAS BEEN APPROVED i� I FROM A SYSTEM SET OF 2FMN-0 PLANS PREVIOUSLY APPROVED BY DOS, I WHICHAPPLICATION T MEN MODIFIED MANUFACTURER'S NO, MllfiH, 11 1 WHICH HAST NOT BEEN MO➢[FIE➢ 3N ANY MgNAER. Ij 11 I I I 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 GFI __--____(ll --- ----------- 4 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION LODE (ENERGY CODE) MID IS IN FULL COMPLIANCE WITH THE ENERGY CODE CLG MTN j GFI ti 1 II I I ti 1 I II I I � I I I I I y 1 I I GFI p • ®�� PAVLIQMYBM '� 1#v I ��C 20 PAGE AL4 THE PF4A' OF 3264 — CUSTOM RANCH p,FX PERFECTION 1st STORY ELEC PLAN ll OJL AJ, INC. DRAWN C# BYi7DATEI SCALEI LAYERI FILE NE, CMG/ ATE1 4 GALE, -o A11738 FUTURE SURROUNDINGS / JEWELL GONZALEZ QN - 11738 / NY 29'-0' 15'-e' 19'-4' i i ---------------------- � 3' •i 3'-9' -- ------- --- ---- . 3'-9' ------------------------------- IIIIIIII1IIIIIIIII1IIII IIII -r -- ------------------------------------------------------------------ 0 -----------------------------------------------r--- 1 4 4' 4 ' I�1IIII1II11IIIII IIIII I1III 5'-0' 4'-10' I 1 I 1 I I I I 1 I I I 1 ro 30x30' CONC. A FOOTER W/3 1/2' 2 �� DIA. COLUMN 13 I I 1 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I 1 sy. FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. APEX HOMES WILL NOT ACCEPT ANY I .,r LIABILITY OR RESPONSIBLITY FOR INCORRECT FOUNDATIONS. I I I I I I 1 -- MINIMUM CONCRETE WALLS I I • I I 1 ' I 1 I � 1 F ------------------------ ____ ___ --_ , I II p I I I I I Ni_ I , I , I I I I I I I , I I I � j I I � , 1 I 1 I 1 I I I I 1 I I 1 j I N � 1 1 1 ti I 1 1 1 I 1 I 1 1 j I m j I I I I I NOTES, 1 1 1 1. FOR ADDITONAL INFORMATION SEE FOUNDIATION TYPICAL DWG. A15, A16 OF THIS SET 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6' O.C. j 0 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 1 I I 1 °1 4. CONCRETE COMPRESSIVE STRENGTH, 25001 PSI 5. M OR S TYPE MORTAR TO BE USED I 1 I I (4'-0' O.C. MAX. IN AREAS WHERE WIND WELOCITY IS @ OR EXCEEDS 100 MPH) 7. WINDOWS OR VENTS (INSTALLED BY BLDFR) ARE REU'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CmRNERS AS POSSIBLE. j B. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION O 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED 1 1 1 1 FROM A SYSTEM SET OF FMH PLANS MANUFACTURERS APPROVED BY DD$ WHICH APPLICATION NO.BEEN MODIFIED MANUFACTURER'S ND. M11G& I (� I (l\V/�J\X/ WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 1 ® , 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 1 -� ----- --------------------------j--- l ON . ` I I OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION LODE (ENERGY CODE) L __-L___ 11'-10' 11'-10' 1 � �� � •� � AND IS IN FALL COMPLIANCE WITH THE ENERGY CODE I _ I pp A 40'-4' 23,_8• ® '��i`y,C 64'-0' she,' ! '0 is IFEB 2T PAGE AL5 C4THE PEAIf OF 3264 - CUSTOM RANCH p�X PERFECTION F ❑ UNDATI ❑ N PLAN ll offEtJ . INC. DRAWN BY, DATE, SCALE, LAYER, FILE N01 CMG/JRS 2/19/04 I/a =I'-o' A11738