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31687-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32868 Date: 02/06/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 290 TOWN HARBOR LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 62 Block 3 Lot 39 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 14, 2005 pursuant to which Building Permit No. 31687-Z dated DECEMBER 21, 2005 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 DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ANTHONY MATTESSICH & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0160 11/08/07 ELECTRICAL CERTIFICATE NO. 3024166 11/28/07 PLUMBERS CERTIFICATION DATED 12/18/07 CUTCHOGUE EAST PLUMBING or' ed agnature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802/ e i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the Mlog: 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 New Construction: Location of Property: House No. Owner or Owners of Property: Old or Pre-existing Building: Suffolk County Tax Map No 1000, Section Subdivision Permit No. 3 l G Date. Street T LSJIC74 Block 3 Filed Map. _ Date of Permit. o(, (check one) Health Dept. Approval: OjU—nV_i,/d n Underwriters Approval: A n V I & (, Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ,7> — co _?_ 3�B Lot 29 Lot: Final Certificate: (check one) C , Ap�)icant Signature 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. 31687 Z Date DECEMBER 21, 2005 Permission is hereby granted to: A MATTESSICH 7 SUTPHIN RD FLEMINGTON,NJ 08822 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR at premises located at Tan TOWN7 uaRnnR T.➢ SOUTHOLD County Tax Map No. 473889 Section 062 Block 0003 Lot No. 039 pursuant to application dated DECEMBER 14, 2005 and approved by the Building Inspector to expire on JUNE 21, 2007. Fee $ 1,387.20 Authorized Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BRIAN BROOKS ELEC. INC. ANTHONY MATTESSICH BOX 1001, 455 BEEBE DR 290 TOWN HARBOR ROAD CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 Located at 290 TOWN HARBOR ROAD SOUTHOLD, NY 11971 Application Number: 3024166 Certificate Number: 3024166 Section: Block: Lot: Building Permit: BDC: ns11 ISS? Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of November, 2007. Name 2 Rate Rating Circuit Type Miscellaneous modular house NY State approval #19-40165 mfg -Apex Homes Inc. serial # 9501 Alarm and Emergency Equipment Sensor 4 0 Carbon Monoxide Appliances and Accessories Furnace 1 0 Gas Wiring and Devices Switch 2 0 General Purpose Fixture 6 0 Incandescent Receptacle 2 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: I seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BRIAN BROOKS ELEC. INC. ANTHONY MATTESSICH BOX 1001, 455 BEEBE DR 290 TOWN HARBOR ROAD CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 Located at 290 TOWN HARBOR ROAD SOUTHOLD, NY 11971 Application Number: 3024166 Certificate Number: 3024166 Section: Block: Lot: Building Permit: BDC: nsll Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of November, 2007. Name QY Rate Rating Circuit Type seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1:2 -' DEC 18 _ t----- B�fF�IKCO M Tow.^. Hail, 53095 Main Road � P. O. Box 1179 Southold, New York 11971 Fax (516) 765-1623 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. Owner: /&-geSi6 1 (please print) P lumber:cV b `S UCL' uc E -Tplease grin j z g- j 7- 1 certify that the solder used in the water supply system contains less than 2/10 of 12 lead. Sworn to before me this __ f � day of�!t�,�_� Notary Public, _ - Plumb �-lumbers Signature) su*AN J. NAGY No 4896 8,, State of New york Qualified in Suffolk County Commisslnn F oires May County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ( ]INS TION [ INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR 31W 7 -<� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTW CONSTRUCI REMARKS: CMS [ ] ROUGH PLBG. [ ]INS TION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATI01 DATE INSPECTOR V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION IST [PI ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT �CONNSTRIJ TION [) FIRE RESISTANT PENETRATION % REMARKS: / - -Cr-fl Q^Z4.,4 eL DATE 545102 5© INSPECTOR C. 3 161, F) �-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATI9J_2NQ. [ ] INSULATION [G41F AMIN / STRAPPING [ ] FINAL [ ]FIREPLACE IMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI01 REMARKS: e� . DATE �3 �,�INSPECTOR 31 P7,2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] F"-0- DATION 2ND [ (j FFRRAMINGSTRAPPING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE 0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE / �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR A,, IG P72- TOWN 72 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE -OL INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[ ] IN [ ] FRAMING/ STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI01 REMARKS: .,; i2l S-24, DATE 417 lodf INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ----------------------------------- VA °0 FOUNDATION (2ND) .r z �y z ROUGH FRAMING & PLUMBING 0 UP p 1 1 INSULATION PER N. Y. STATE ENERGY CODE d �r y V� FINAL % co r f AD IOAL COMME S z m z �R C O z LIZ) x o 1 1 d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BbILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. / k & 7 a Check Septic Form N.Y.S.D.E.C. Examined / 2�Z / , 20 a s Approved_i zT4_, 20__!�y Disapproved a/c Expiration 202Z i &44 Building Inspector Contact: Mailto: Sl cs24 aril -460 /V6 LJN7MV,C.J eo/ .iau7tyoc_� Phone:—'7 (o -6 1 /'Z 14 APPLICATION FOR BUILDING PERMIT Date '7zc , 20 0-)— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si tune of applicant or name, if a corporation) /3� GJA -RYZVIu.J �.L V(1 'r1JJLfo N�/" 1/9'�I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /tia i-T"rss c -N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License Is Other Trade's License No. 1. Location f land on which proposed work will be done: fc�1-J ty1a2�S.1 �) Si\�nitmUt-�-, House Number Street Hamlet County Tax Map No. 1000 Section -' , 0 G L Block 3 Lot 9 Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: ; a. Existing use and occupancy /AC-A%)7-L-o"T- b. Intended use and occupancy a, a Sj"(-c r r m lr i [Ade 1/ u L Nature of work (check which applicable): New Building- Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front of Stories Dimensions of entire new construction: Front --A Rear 6 Depth � $ Height 'q ` Number of Stories Size of lot: Front Rear Depth 91 ` ' /70 ` tF+ T- 0. 0. Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 3. Will lot be re -graded? YES NO_Will excess fill be removed from premises? YES_ NO 04- 4. Names of Owner of premises /Wn rrr vuc AAddress ') SuTPAW ,moo Phone No. 908 --2k2 - t 76 7 Name of Architect Address 012,n4"jf%N r" Phone No Name of Contractor LL ,1- Address /;-u cin nxcviw l Phone No. 76, s -G 71-7 5 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 C74 - * 7`* IF YES, D.E.C. PERMITS MAY BE REQUIRED. 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) S: 'OUNTY OF (-;�acj13)st,k),,2 being duly sworn, deposes and says that (s)he is the applicant (Name o mndividhual signing contract) above named, S)He is the Agent, Corporate Officer, etc.) & said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be erformed in the manner set forth in the application filed therewith. lworn tobefore me this q day of 200�7 Notary Public LYNDA M BOHN NOTARY PUBLIC, State of New York NO. 01806020932, Suffolk County Term Expires March 8,20-4 of Applicant ). 4. 20 �1„ 311��,i�I IPV _- SOUTH BAY ABSTRACT, INC, (631)283-7215 25 Howden Square • Southampton, NY 11968 Fax: (631) 283-7685 Title No. SBA -1891 SOUfl.T BAY ABSTRACT, INC. As Authorized Agent for LAWYERS TITLE IINTSURANCE CORPORATTON Does hereby certify to: N1COLO MAT YESSICH & DOMENICA MATTESSICIH That it has caused a search to be made in the Office of the Clerk of the County of Suffolk in the Statc of New York against the promises described herein and premises adjacent thereto on all sides I'rcmt 1951 to present to ascertain the fix chain of title for the subject premis %,; and abutting premises, and has found only the returns as set forth herein on the following pages as they hear on rewrd title; and; Does certify that the owners of the premises described herein have owned the same in single and scparatc ownership as by law from Much 1, 1967 to present. Th is company's liability is limited to One Thousand Dollars (51,000.00) for negligence only. 5C)i" 'li/BG,Y Al3�kltA ,INC. 3y: �G G Clarence R Banks President represaww'! LandAmerica Lawyers Title SIO• >;'. D!'. Subject Laises Suffolk County Tate XQ ksignalion District 1000; Section tit; Block 3Lot 39 Alice -Louise Miller to Florence Jeannette Mulford Clung or Poo Sor Rub'gt P..frm Liber 3255 puce 470 Datcd 8/24/51 Recorded 8/24'51 ilorence learmetie Mul lord Liber 6802 raga 152 to Dazed S/15/70 Nita 110 MattOgSiC.11 and DOmenii:a Meltessi Raeordcd 9;4/70 LAST OWNERS OF RECORD �No 1:3o2 J 4 Ad oinin , s tc the West District 1000; Section 62; Block 3; TAn 34 Alice•Louiee Millet Liber 3255 page 470 to Dated 8/24/51 Florence.1cannetteMulford Accorded 8/24,151 Florence Jeannette Mulfurd Liber 6120 pagc 506 to Dated 1/31/67 Roy A. Schelin and Joanne K. Scbelin Accorded 311'67 LAST OWNERS OF RRCORD Oct. 4 29042 ?:22PMjgpM AAoinin , Preinises to the Bast District 1000; Section 62; Black 3; Lot 38 Charles E. Terry and Mary M. Terry Liber 986 page 545 to Dated 1/2/1920 Michael Fishn and Annie Fisher Rticrxd&11/"1920 George H. Fisher, Katherine Fisher and Libor 6949 page 188 Margaret Fisher as exeeutm under the Datad 6J10/71 last wi 11 and lealamcnt of Annie Fisher Reconled 6/16/71 to John J. Butter and hour Rutter Jolm J. IIutter and 1ma Hutter to Lori Feiten Lori Feilen to Barbara Lutz and Nicholc Elliwi Dated: July 7, 2004 Southampton, New York Liber 12014 page 417 Datwj I /6/m Recorded 148/00 Liber 12260 page 896 Dated 6/25103 Recorded 7/14/03 Souti1v Abstract, Inc., By: Clarence R Banks President Sworn to before me on this I day of July, 2004. Notary Public M,CMF" IOSS.VOPBES Nowy No O1K15065W7 01 w York tauCommuWon Fxpv Sntl'S��� Gat• 4. 24.� 22PN,, 3 � p4 Florence Jeannette Mut fond to Alice Louise Miller 2P - Adjoining Promises to the West District 1000; Section 62; Black 3; Lot 40 Liber 3255 page 472 Dated 8/24/51 Recorded 8/24/51 Alice Louise Miller Tiber 6040 page 40 6r Dated 9123/66 Maxwell A. Miller and Alice Louise Miller Recorded 9/27/66 Maxwell A. Miller mid Alice Louisc Millcr Liber 6802 page 155 to Dated 8/2280 Nicola 3crivaruch and Giacomina Serivtutieh Recorded 914/70 Nicola Scrivanich and Giacomina Serivanich liber 11641 pago 19 to Dated $/28/93 Nicholas Johr Morns Recorded 8120/94 LAST OWNRR OF RECORD SEP -30-05 12:49 PM MHS J ' 7177432130 P.02 Permit Number B check Compliance Certifleate cherlcd By/Dae Iew York: State EterU Conservation Construction Code �ehamk S011*0 Version 3.6 Rdeoe 2 tTr.". .lr a t:1Oocuments and Satiugs\Oregory Sioditsldc\My Dowments\IBS\New Yotk1C19720AC197204.2 Fps PROJECT TITLE: 0197204.2 Tw"tory VUNTY: Subllt rkATE: New York ibb. 5750 :ONSTRUCTION TYPE: Detached I or 2 Family If ATING TYPE: Non -Electric VPMW / WALL RATIO: 0.15 LATE: 09/30/05 4ATE OF PLANS: 6/6/05 RMCT DESCRIPTION: itttrre Surroundings / Matt"ch III 43 Housels Rum Rod 4iton, PA 17847 'ROJECT NOTES: �'Sasemmt wall insulated in fdd by others ', LIANCE: Paves timum UA - 488 a Home UA = 394 ?J% Better Than' code (UA) s: Floor Cdlilrg: Fist Ceil4 or Scissor Truss 7loor Walls:! VVood Ftantq 16" o.a dM:Vinyl Flamta:Double Pone with Low.E 6bb8 SOD: Glu ;3058 DSL: Solid 2858 9 Lite•. Glen 2868 Solid: Solid 2nd Floor Wails: Wood Frame. 16" o.c. f 2 2005 Gross Glazing Area or Cavity Cont. or Door Maier R_ Value R•Value U.Ferter jlA 1421 38.0 0,0 43 1272 19.0 0.0 61 104 0.370 38 80 0.330 26 40 0.164 7 19 0.358 7 19 0.149 3 1272 19.0 0.0 66 t. SEP -30-05 12:50 PM MBS 7177452158 P.03 Windows: V*I FnancDou bit Pane with Low -E 176 0,370 65 Aftement vlails� solid Concrete or Masonry 1272 0.0 10.0 78 q.,,' Wall h ishi 0, Depth bdoiW�:ic 7.0' Insulation depth: So =COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building f'lam, Wdllmfidm, and other c4siculistions subihitted with this permit application. The proposed systems have been R*lllned to meet the New York State EneW Conservation Construction Code requirements. When a Registered Design kTO"onal has stamped and Signed this page, they we attesting that to the best of his/her knowledge, belie( and Isesional JUOStncnt, such plans Of sPecilw4ons are in compliance with this Code. OA !" I , Builder/Dati A Date __q �/Z& OS' SEP -30-05 12:50 PM MBS 7177432159 ... R$Schtcl nspection Checklist *W Yorl We Pbergy Conservation Construction Code RESct4ack Sotiwae Version 3.6 Release 2 DATE: 09130ADI TrrLE: C197204-2 Two -Story CdBmp-. I. 2x14 Floor Ceiling: Flat Ceiling or Scissor Truss, R -38.o cavity insulation Comments: Aboths$rade Walls: I. lit Floor Walls; Wood Frame, 16" o.o., R-19.0 cavity insulation Comments: 2. .34 Floor Walls: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Bametat walls: I. 8atement Wells: Solid Concrete or Masonry, 8.0' hO.0' b&18.0' insul, 4-10.0 Continuous insulation Comments: Smatior insulation must have a rigid, opaque, weather -resistant protective covering that COM the exposed (above grade) insulation and extends at least 6 in, below grade. Windows: 1. Windows: Vinyl FrarneMouble Pane with Low -E, U -icor. 0.370 For windows without labeled U-icton, describe fmdum: 0 Ppta_ Frame Type Thermal BreW [ ) Yes [ ] No comments: 2, Wipdows: Vicryl Frame:Double Pane with Low -E, U -actor; 0.370 Vor windows without labeled U -actors, describe Eatores: e, P`ames_ Forane Type Thermal Hanle, [ ] Yes [ ) No Comments: Doors: L 6068 SGD; Glass, U-t'sctor: 0.330 Comments: 2. 3068 DSL: Solid, U -aero 0.164 Comments: 3. 2558 9 Lite: Glass, U-idor. 0.358 Comments: 4. 2868 Solid: Solid, U-ictor. 0.149 Cori:matts: Air Lesduage Joints, penetrations, and all other such openings in the building envelope that we sources ofair P.04 SEP -30-05 12:51 PM MBS 7177432150 lsil ! must be seYled. Reel lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with;a D -S" deantnco Som combustible materials. Ifoon-IC rated, the fixture must be installed with a 3".d6simot from insulation. VaperRetarden Requirod an the wane -in -winter side ofall non -vented flamed ceilings, walls, and foors, Matariva Idantlfieadon: Ms*als and equipment must be installed in accordance with the manulieturar's installation instructions, Metaiials and equipment must be idondied so that compliance can be determined. Mautuberurer manuals fbt all installed heating and cooling equipment and service water heating equipment must be provided. Inaulatign R -values and glazing U•fiorms must be clearly marked on the building plans or specifications. DuetIaiutadon: Supply duets in unconditioned attics or outside the building must be insulated to R-8. Retutp duds in unconditioned attics or outside the building must be insulated to R4. Supply duds in unconditioned spaces must be insulated to R-8. Return duds In unconditioned spaces (accept basements) must be insulated to R- Rck* duet in unconditioned spaces (except basements) must he insulated to R-2.. Insulitidn is not tequired on rdum ducts in basements, Duet tonstructlea: All joints. Beams, and connections must be securely listened with welds, gaskets, mastic@ (adhesives), mere i-Onsanbodded-lhbdc, or tapas. Tapes and mastics must berated UL I M A or UL 181B. Exagr(ton: Continuously welded and loc dartype longitudinal joints and seams on duds oparatln$ at less than 2 in. w,g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Tamp mre Contralst Each �vvblling unit hes At last one thermostat capable ofautomaticdly adjusting the space tempduure ad point of the largest zone. Moonie 9ystenst Separate electric metes aro required Ibr each dwelling unit. Fir ltfsr ?iroPI ftU must be installed with tight fining.non combustible fireplace doors. ?irV iogt must be provided with a am= ofcombustion air, as required by the Fireplace construction uovislons ofthe Building Code of New York Stag the Residential Code of New York State or he New Pork City Building Code, as applicable. ;avian Water Hesdag: i ow hepters with vertical pipe chats must have a heat trap on both the inlet and outlet unless the War lifter hes an integral heat trap or is pan off circulating system, nsulatb sitedleting hot water pipes to the levels in Table 1. 3realitaps not Water Systems: nsulate circulating hot water pipes to the levels in Table 1. iwlmming Pools: P.05 SEP -30-05 12:52 PM MBS 7177432159 All *W swimming Pools must have an oWof hater switch and require a cover unless over 200/6 of* Eaedng CnUiY is fam non-depletablo sources, Pool Pumps require a time clock. Haloes aid Cooling Piping JOBVIstion: HV*C 1. Piping conveying fluids above 105 OF or chilled fluids below 55 OF must be Insulated to the Table 2, 1% P.0 SEP -30-05 12:52 PM MBS 7177432159 P.137 Zable I.- Min#xk an , In fadon Thickness for cireglatingMV, Walff pipes, Insulation Thickness Innd= by Page s Alaw Wffff q NOR-CiMll Runnuts cimlating mail 4ire( g) Un to IN df 1 180 0.5 169 tin to I )S.l 1.0 I's"10 1.5 2.00 Over 2" 2.0 0.5 M-139 0.5 0.5 0,5 1.0 0.5 1.5 1.0 0*1t 2: Miskmakin Insukftm 7*idnagjbr HVAC piple, Plaid Temp. Insulation Thickness in inches by Pies Sizec RAMUM 111001,11 1:and .es. 1,25" to 2" ZILIgA: 201-250 1.0 1.5 1.5 2.0 (tow T=Pmm 120-200 0.5 Lo 1.0 1.5 PIwn Cond*oe (Sr food was) Any 1.0 1,0 1.5 2.0 Powing syahmO. Chilled WNW, Rddjemnt, 40-55 0.5 0.5 0.75 Lo fpd Btinc Below 411 1.0 1.0 1.5 1.5 �07193 TO FJZGD (BuildinS Depmtment Use Only) SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway, P.O. Box 38, Oakdale, New York 11769 June 28, 2007 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 290 Town Harbor Lane, Southold SCTM 1000 — 062.00 — 03.00 — 039.000 A water meter was installed on May 17, 2007. Very truly yours, Lisa Cetta Assistant Manager- New Construction LC: ba E10\TapLetter Revised 6/03 2006 National Source Water Protection Award Winner Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 12/11/07 Receipt#: 1444 Transaction(s): Reference Subtotal 1 1 Septic Permit - Operation - Resid. 4366 $10.00 Check#: 129 Total Paid: $10.00 Name: Clerk ID: CAROLH Internal ID: 4366 SURVEY OF PROPERTY N SITUATE: SOUTHOLD \ TOM: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 08-24-04 i SUFFOLK COUNTY TAX S 1000-62-3-39 � O (MTIFD TO: Anftny ManeWch o '13 f Test Hole Of e, m 110• { 09-23-04 , v� + L0 0 �1x\ j o OL ' k 0p05�� Oy o.a ML A 3.5 =� X63 pts` Ne�o pp i� 3 EAPaES A1^E! Y .ii CAPPROVAL 09 tace'/ oP a e za 00 mm a T t s a 0( �+ '.� �.1a Laid ��....a s,E.,.o�Or\ b\\L m -. NOTES: n Fey, e 'M° ` os x MONUMENT FOUND x p PIPE FOUND] � o0 y 3e 9 F AREA = 22,921 5F or 0.53 Acres / JOHN C. EHLERS LAND SURVEYOR 6RAPHI6 SCALE 1"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Iip server\d\PROS\04-261.pro SURVEY OF PROPERTY 51TUATE: SOUTHOLD TOWN: SOUTHOLD SUFFOLK COUNTY, NY 50RVEYED 08-24-04 REVI5ED 0-7-18-2006 FOUNDATION LOCATION 05-24-2006 SUFFOLK COUNTY TAX a 1000-62-3-39 [elm rr 1:4 plots Anthony Maumich NOTES: • MONUMENT FOUND 0 PIPE FOUND 25 I OF °`°� F , a0 OC NU �. � re " a q sZ �d 9� m 0 AREA = 22,921 5F Or 0.53 Acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC, SGALE 1"= 30 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\04\04-261.pro P` \\ 11" a1mp.C,M MIIbemtiveJbb,w� ty'W Ilr Ywk RdafY�wH 511. NueYfun> bl cyvy atl I�tlYg �wtgtb IbW Is.on, w1 e� P�4�• a w I.�erre.aam. c.a� baMSMs b sNlbf YNARb. AREA = 22,921 5F Or 0.53 Acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC, SGALE 1"= 30 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\04\04-261.pro SURVEY OF PROPERTY N SITUATE: 5OUTHOLD TOWN: SOUTHOLD SUFFOLK COUNTY, NY w E SURVEYED 05-24-04 REVISED 0"l-18-2006 S FOUNDATION LOCATION 08-24-2006 FINAL SURVEY 10-26-2007 5UFFOLK COUNTY TAX u y 1000-62-3-39 SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REF. a RIO - 04 - 0160 / CERTIFIED TO: �D Andiony Mat msich of �0��� vt SC 3Q y�o �• �� A I G � 3 F. t� �� �° a O Of O� NOTES: �Aot\(� MONUMENT FOUND p PIPE FOUND�`'~�� \/ ,.V.,.�IF.-l.—.m..,.u�.,. A v. _ IF F AREA = 22,92-7 5F or 0.53 Acres JOHN C. EHLERS LAND SURVEYOR GRAPHIG SCALE 1"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Compagserver\pros\04\04-261.pro Page Description bk6 " Revision TP Title Page 3/7/05 5/17/05 F1 Foundation Plan 3/7/05 5/17/05 F1.1 Foundation Details 3/7/05 5/17/05 Al First Floor Plan 3/7/05 5/17/05 A2 Second Floor Plan 3/7/05 5/17/05 A3 Door & Window Schedule 3/7/05 5/17/05 A4 First Floor Span Tables 3/7/05 5/17/05 A5 Second Floor Span Tables 3/7/05 5/17/05 A6 Main House Fastening Schedule 3/7/05 5/17/05 A7 Garage Fastening Schedule 3/7/05 5/17/05 EL1 Front & Rear Elelations 3/7/05 5/17/05 EL2 Side Elevations 3/7/05 5/17/05 E1 First Floor Electrical Plan 3/7/05 5/17/05 E2 Second Floor Electrical Plan 3/7/05 5/17/05 E3 Panel Box Schedule 3/7/05 5/17/05 S1 Cross Section 3/7/05 5/17/05 S2 Section Details 3/7/05 5/17/05 S3 lGarage Section 3/7/05 5/17/05 S4 ISection details 3/7/05 5/17/05 APPROVED AS NOTED DATE: a S B.P. # 3/=� FEE- i96 7-av NOTIFY BUI— L�plNG p�pARTME_ 765.1802 SAM TO 4 PM FOR THE FOLLOIAgNG INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING &PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. C197204-2 TWO-STORY 1 INTEGRITY B BUILDING S SYSTEMS PLUM13ER CE.RTI-1('ATIO ON LEA^C;"'" civ; 6L FC CERTIFIC,zi ��� OCA: „d SOLDER ,SF- 0-R SUPPLYCYS7L1, .,-;'JNOT EXCEED 2/10 CF 1 , LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEeD TESTING BEFORE COb'E_ ::%G Manufacturer Integrity Building Systems 2435 Housels Run Road Milton, PA 17847 p�pWRms CERTIFICATE 570-522-3600 Systems Approval Number M 009-03-021 �p� TO THE BEST Mr KNOWLEDGE, BELIEF, CO NH i V Model C197204-2 Two -Story Construction Wood Type Residential Site Address Town Harbor Lane Southold, NY 11971 COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING Suffolk County WIND-BORNE DEBRIS PROTECTION: FACTORY SHALL PROVIDE PRECUT 7/16" (MIN) Energy Code 2002 ECCCNYS Building Code 2002 RCNYS Electrical Code 2002 RCNYS Plumbing Code 2002 RCNYS Mechanical Code 2002 RCNYS South Hampton, NY 11968 SCREWS @ 12" OC PER TABLE R301.2.1.2. SCREWS SHALL BE FACTORY PROVIDED PANELS. Ground Snow Load 45 PSF Wind Speed 120 MPH Seismic Design Category B Floor Lige load 40 PSF Floor LL (sleeping areas) 30 PSF Floor Dead Load 10 PSF LE TP CERTIFICATIONOFJ435 HOUSELS RUN ROAD NAILING & CONNECTIO�j$ REQUIRED. MILTON, PA 17847 570-522-3600 DO NOT PROCEED WITH I FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. / � �PANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY �- \NT TO SECTION TOWN CODE. .�`%`" OF NEW Y °'�.� ALL CONSTRUCTION SHALL p�pWRms CERTIFICATE ,.�`�`�.• ''soHN :°9 '--,, MEED' THE REQUIREMENTS OF THE �p� TO THE BEST Mr KNOWLEDGE, BELIEF, CO NH i V CODES OF NEW YORK STATE. ONS JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE E - ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). - 2 COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING ; WIND-BORNE DEBRIS PROTECTION: FACTORY SHALL PROVIDE PRECUT 7/16" (MIN) OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 % F % %q,'F •'•.. Builder: Future Surroundings, Inc. OSB PANELS TO COVER ALL GLAZED OPENINGS FOR 110 MPH WIND ZONES AND ABOVE •07911'.. �� 6pq 33 Flying Route Rd. PER R301.2.1.2 EXCEPTION. PANELS FASTENED TO WINDOW FRAME WITH #8 X 2 1/2" THE PLANS AND SPECIFICATIONS OF THIS PERMIT SE ARE DERIVED FROM AND CONSISTENT PATH THE PLANTLOOD ZO E131 Pk( South Hampton, NY 11968 SCREWS @ 12" OC PER TABLE R301.2.1.2. SCREWS SHALL BE FACTORY PROVIDED PANELS. AND SPECIFICATIONS ASSOCIATED WITH APPROVAL IITS APPROVAL LETTGQMPLY WI ANDITS R A11j111T` CH PTER �� SSP i 631-287-2002 AND ATTACHMENT LOCATIONS MARKED ON PRECUT so� oN F°� DIVISION FLOOD FLOOD DAM GE PREVENTION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2) C1972 LE TP CUSTOMER: MATTESSICH III I DRAWN BY: CS / GS TWO-STORY I PAGE a � 2'-6" ;o I m ---i'-'--------------------- -- --J �--------------------- ----� I 9 -LITE DOOR M.D. I I I I I I I I I I I 1 6"I L*II J -PL I I j I 1 I I GARAGE DOOR M.D. GARAGE DOOR M.O. I I L----- ----- m ----- ----- J 76'-1" ----- ------------ I I I I I I I I I 4'-5 1/2" 4'-9" 4.-9" 4'-9" 52'-D" ------------------------------------------� I I 1 1 1 I I I I I I 3,-8" 3,-8" 3'-8" 3'-S" 9'-4" 9'-4 T- _1- hj II -fib -4- - LtJ L LtJ LtPL LtJ LtJ LtJ LtJ J PL FOOTING SIZES DETERMINED LOCALLY BY j OTHERS USING LOADING TABLES BELOW (SEE FOUNDATION NOTES) �— STEEL SUPPORT COLUMN 1 (MIN 14,000 # CAPACITY) I I I I I I I I I IF -r----- I P BASEMENT STAIRS BY OTHERS (FLOOR ONLY) (FLOOR ONLY) LtJ I I I I I I I I I I I I 10^ I -I----------------------------------------------------------� 1 I ------------------------------------------------------------J FOUNDATION NOTES: M 1) FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDITIONS 8 SECTION R404 2) FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY (R403.1.4) 3) CONCRETE BLOCK PIERS LAID IN TYPE "0.Y OR -S' MORTAR 4) CENTER GIRDER SPLICES SHALL BE SUPPORTED ry 5) 18" X 24" ACCESS PROVIDED FOR CRAWL SPACE FOUNDATIONS (R408.3) ACCESS PROVIDED THROUGH FOUNDATION WALL 27 WIDE X Nr ACCESS SHALL BE PROVIDED IF MECHANICAL EQUIPMENT IS LOCATED IN UNDER 24'-0" FLOOR SPACES (MI305.1.4) 6) CRAWL SPACES VENTILATED PER SECTION R4D8 (SEE MECHANICAL NOTES) 7) FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER FAMILIAR WITH LOCAL CONDITIONS. OWNER IS RESPONSIBLE FOR CONTRACTING THIS PERSON. FOUNDATION PLAN(S) TO BE SEALED BY R.A. OR P.E. AS REQUIRED BY LOCAL JURISDICTION. NY 8) SILL PLATE AND ALL MATERIALS BELOW BY OTHERS 9) SILL PLATE ANCHORED W / 117 BOLTS W1 Z' HOOKS EMBEDDED 15" INTO MASONRY. ALT: SIMPSON PLATE ANCHORS (OR EQUAL) INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR R403.1.6, WHICHEVER IS MORE RESTRICTIVE. 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS 11) SPECIFIC FOUNDATION DRAWING SUPPLIED TO BUILDER BY FACTORY. 12) FOUNDATION DRAINAGE AND DAMPPROOFING PERFORMED ON SITE BY OTHERS IN CONFORMANCE WITH R405 AND R406. 13) DELETED 15) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON SITE BY OTHERS IN CONFORMANCE WITH RCNYS PARTS V, VI, 8 VIII. 16) BACKFILL TO BE IN AND TAMPED PRIOR TO MODULE(S) ARRIVAL, 17) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED GRADE SHALL BE 5". 18) DELETED 19) DELETED Integrity Building Systems, Inc. �-r" CUSTOMER: BY: CS / MATING WALL LOADS RANCH - KIPS PER LINEAL FOOT MODULE WIDTH 45 PSF GSL 65 PSF GSL 10'-0' TO 17-' 1.682 1.940 17-7' TO 1P-0' 1.839 2106 W-1' 701541" 2.082 2.405 GAPE - KIPS PER LINEAL F007 MODULE WIDTH 45 PSF GSL 65 PSF GSL 10'-0" TO 17-T 1528 1.418 17-T TO 14'4' 1.322 1.381 14'-1' T015-9' 1.550 1.619 TWO-STORY - KIPS PER LINEAL FOOT MODULE WIDTH 45 PSF GSL 65 PSF GSL 101-0' TO 12-8' 2.385 2563 17-7' TO 14'-0' 2.529 2.796 14'-11' TO 15'41" 2.860 3.173 TWO-STORY CAPE - KIPS PER LINEAL FOOT MODULE WIDTH 45 PSF GSL 65 PSF GSL 19-w TO 176' 1.849 2.041 17-7' TO 14'4' 1.987 2.056 14'-1' 7015'-9' 2.318 2.387 KIP LOAD AT EACH MARRIAGE WALL PIER = TRIB SPAN (12 DISTANCE BETWEEN PIERS ON BOTH SIDES) X MULTIPLIER ABOVE. SEE SPAN TABLES FOR MAXIMUM PIER SPACING. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION TWO-STORY I I 1 i OCT 2 2005 JNDATION F1 PLAN I1 SIMPSON STRONG—TIE MSTAM36 ® 48" OC (MAX) FASTENED TO STUDS WITH (13) 10d NAILS AND I FASTENED TO FACE OF FOUNDATION WALL WITH I (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS. TYPICAL ® LEFT, RIGHT, AND REAR GARAGE WALLS. r- ----- �—---------------------j I I I I I I I I I I I I I I I I I I I I I I I I 1/2" ANCHOR BOLTS LOCATED V FROM EACH CORNER OR PLATE END AND SPACED ® 3' OC. MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. r --i 1 o I L_J I I I I I I I I — — — — — — — — — — J SIMPSON STRONG—TIE MSTAM36 ® 16" OC (MAX). FASTENED TO STUDS WITH (13) 10d NAILS AND FASTENED TO FACE OF FOUNDATION WALL WITH (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS. APPLIES TO GARAGE FRONT WALL ONLY. uJ TYPICAL ANCHOR II... /BOLT SPACING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r- 1/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR PLATE END AND SPACED ® 16" OC (18" OC MAXIMUM), MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. I I I I I I I I I r--1 r- -i I o I I o I L_J L_J ------------------------ ------------------------ F______—___— r--1 r--1 r--1 r--1 r--1 r-- r--1 I o I I o I I o I I o I I o I I o I I o I L_J L_J L—J L_J L—J L_J L_J 1/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR PLATE END AND SPACED ® 18" OC. MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. 191/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR PLATE END AND SPACED ®18" OC. MINIMUM EMBEDMENT 19 DEPTH SHALL BE 12" INTO CONCRETE. _^_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ v 1/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR SIMPSON STRONG—TIE MSTAM36 ® 48" OC (MAX) PLATE END AND SPACED ® 16" OC. MINIMUM EMBEDMENT FASTENED TO STUDS WITH (13) 10d NAILS AND DEPTH SHALL BE 12" INTO CONCRETE. FASTENED TO FACE OF FOUNDATION WALL WITH (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS. TYPICAL ® ALL MAIN HOUSE EXTERIOR WALLS. 1O INDICATES SIMPSON STRONG—TIE HHDO11—SDS2.5 O2 INDICATES SIMPSON STRONG—TIE H05A ALTERNATE HDSA & HHDO11—SDS2.5 FASTENING: SIMPSON STRONG—TIE ACRYLIC—TIE ADHESSIVE WITH 18 3/4" (MIN) EMBEDMENT DEPTH. ADHESSIVE APPLIED PER MANUFACTURER'S INSTRUCTIONS. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WTH THE DIVISION NEW pAOFESSIONP� Sp 3 0 2005 Integrity Building Systems, Inc, DEALER: FUTURESURRUUNDINUS DAT L: 3/7/05 1 REV: 5/17/05 2 L;IvfZU4-Z FUUNUAIIUN F1.1I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY DETAILS GARAGE SUPPORT POST (3) 2X4 SPF #2 0/�(BY OTHERS) 11'-8 1/2" 10 5/8" TYPE "X" GYPSUM STRAP HEADERS Al & A2 TO EACH JACK STUD WITH (1) LSTA 18 0 EACH LOCATION Al A2 RAGE DOOR BY OTHERS 1 9' X T GARAGE DOOR BY 0 6-3'- iT-9"- Integrity Building Systems, Inc. 6-0.1 A7 Member 16'-41/2"1 8 24210 W/ CIRCLETOP 2) 1 1/2" x 9 1/4"LVL (E=1.8) 28'-91/2"1 6068SGD 2) 1 1/2" x 9 1/4" LVL (E=1.8) 3) 2x6 SPF #2 P 3) 1 1/2" x 5 1/2" LVL (E=1.8) 3) 1 1/2" x 5 1/2" LVL (E=1.8) 9 ITE 3) 2x6 SPF #2 2112 � I 21U' %42 ❑� l-- 218 . W4 3) 2x6 SPF #2 AS 2) 2x8 SPF #2 A9 (1) C9 x 15 ow (1) 1 1/2" x 5 1/2" LVL (per module) A10 (1) 1 1/2" x 11 1/4" LVL per module (E=1.8) Integrity Building Systems, Inc. 6-0.1 A7 16'-41/2"1 8 24210 W/ CIRCLETOP 1 1 28'-91/2"1 6068SGD 9 ITE Y 112Q1 2112 � I 21U' %42 ❑� l-- 218 . W4 AS d p 12421 —1 i UTILITY ;0 KITCHEN 24.0 93 53 Study 3I0 1 7.2 DINING 45 MIN DOOR%2668(2668 T AREA / SELF CL //W ' U 4068BF PANTRY PANTRY 18'-4 1/2" 11 (3) 2X4 SPF #2 STUDY t MODULE "A" ) 2X4 SPF #2.MODULE) 2X4 SPF #2MODULE "F"BATr WIC 5/8" TYPE "X" GYPSUM \ A3 A3 2 2852 2852 2 5'-3'- 13'-T" INDICATES SHEARWALL 1Q INDICATES SIMPSON STRONG -TIE HHDO11-SDS2.5 Q2 INDICATES SIMPSON STRONG -TIE H05A Room Room Req'd Req'd Prov'd Prov'tl Nana Area Light Vent Li ht Vent Br #1 207 16.6 8.3 22.8 12 Br 92 207 16.6 8.3 22.8 12 Br #3 158 12.6 6.3 22.6 12 Br #4 162 13.0 6.5 22.6 12 L 17-10 1/2" (SEE PAGE S4) 4) 2X4 SPF #2 A9 (4) 2%4 SPF #2 4) 2X4 SPF #2 LIVING (4) 2X4 SPF #2 ROOM UP MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY. COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. BOTH ON FILE WITH THE DIVISION OTHERS) iEE DETAIL "G",PAGE S4 A3 2852 26-0'- A4 38'-T" 15'-0)" ♦ STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE TO THE BEST OF R/05 REV: 5/17/05 2 C197204-2 BY: CS / GS TWO—STORY A3 2852 46-9"� NEW i 'y�., oHti�,.9s- w 0 0 to SEP 3 0 2005 ) T FLOOR Al PLAN SLOPED RAILING ®34' ABOVE TREADS ':(BY iv/Din 600 48.0 24.0 93 53 Study 180 14.4 7.2 22.8 12 17-10 1/2" (SEE PAGE S4) 4) 2X4 SPF #2 A9 (4) 2%4 SPF #2 4) 2X4 SPF #2 LIVING (4) 2X4 SPF #2 ROOM UP MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY. COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. BOTH ON FILE WITH THE DIVISION OTHERS) iEE DETAIL "G",PAGE S4 A3 2852 26-0'- A4 38'-T" 15'-0)" ♦ STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE TO THE BEST OF R/05 REV: 5/17/05 2 C197204-2 BY: CS / GS TWO—STORY A3 2852 46-9"� NEW i 'y�., oHti�,.9s- w 0 0 to SEP 3 0 2005 ) T FLOOR Al PLAN SLOPED RAILING ®34' ABOVE TREADS ':(BY tr-o• � tr-1 o• tz•-to^ � tr-o}^ 6-0-1 61 19'-0-1 63 "33'-0"-� 63 45 -TI et 2852 24210 24210 2852 SIMPSON H05A - CONNECT TO z ¢ SIMPSON HD5A - CONNECT TO HD5A BELOW WITH 5/8' CO ? I H05A BELOW `NTH 5/8' DIA THREADED ROD O Qq �� O DIA THREADED ROD L y O o lGB F'P OOH J0o y BEDROOM ■ BATH BATH I #4 SIMPSON H05A - CONNECT TOBEDROOM #1 #TTO I HD5A BELOW WTH 5/8' o wo SIMPSOHDSASBELOWOWTHCS/8" DIA THREADED ROD #Jq y V36 VD12 VD12 V36 N DIA THREADED POO 111 1668 1668 5/8" TYPE "X" GYPSUM O LINEN LINEN O 5/8" TYPE "X" GYPSUM 2658 2668 B5 15'-0" 17•-11 N SIMPSON HD5A -CONNECT TO Ix �I SIMPSON HD5A - CONNECT TO HD5A BELOW 'NTH 5/8' N I� a QI 84 N HD5A BELOW `NTH 5/8- 8' DIA THREADED ROD L _ J (4) 2X4 SPF #2 (4) 2X4 SPF A2 DIA THREADED ROD 2668 2688 (4) 2X4 SPF q2 18•-4 1 /2' SIMPSON H05A - CONNECT TO HD5A BELOW WITH 5/8" SIMPSON H05A -CONNECT DIA THREADED ROD RAILINGS ON SITE HD5A BELOW WITH 5/8"8" BY BUILDER DIA THREADED ROD 5/8" TYPE "X" GYPSUM 5/8" TYPE "X' GYPSUM LL BEDROOM �' I� BEDROOM #1 SIMPSON HD5A - CONNECT TOSIMPSON H05A - CONNECT TO HD5A BELOW WITH 5/8' OPEN TO BELOW m HD5A BELOW NTH 5/8' DIA THREADED ROD 'm$ DIA THREADED ROD B1 B1 r I SHELF B1 61 2852 2852 SE5835 2852 2852 5-3'- 13'-9" 26'-0"� e2 38'-3" 46-9'- 15'-5' Y-0' 14'-8^ 2'-0" 15'-5' INDICATES SHEARWALL Tag Member 81 (2) 2x6 SPF #2 or (3) 2x4 SPF #2 B2 (2) 1 1/2" x 5 1/2" LVL (E=1.8) B3 (3) 2x4 SPF #2 B4 (1) 1 1/2" x 18" LVL (E=1.8) per module B5 (1) 1 1/2"x 22" LVL (E=1.8) per module STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE TO THE BEST OF MY KNOWLEDGE. BELIEF, AND PROFESSIONAL JUDGEMENT. THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5. SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIIA90N (V 1 of NEW P JOHAi+.,0,9'F pROFESSIO�P„V(``a /YT4p111ppN SEP 3 0 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 (2) C197204-2 SECOND FLOOR A2 CUSTOMER: MATTESSICH III I DRAWN BY: CS / GS I TWO-STORY I PLAN Designation 9 Rough - - OpeningT Type Light Area SF ( ) Vent Area SF ( ) Egress/Emergency See Notes 3 & 4 Area (SF) ) "U" Value Max Room Area Li ht/.08 (9 ) Max Room Area (Vent/.04) N ) 1846 1'-10 1/8" x 4'-9 1/4" Double / Single Hung 5.5 3.2 No 9 0.37 68.8 80 2032 2'-2 1/8" x 3'-5 1/4" Double / Single Hung 4.8 2.2 No 7.5 0.37 60.0 55 2042 2'-2 1/8" x 4'-5 1/4" Double / Single Hung 6.5 3.1 No 9.6 0.37 81.3 77.5 24210 2'-6 1/8" x T-1 1/4" Double / Single Hung 5.1 2.3 No 7.7 0.37 63.8 57.5 (2)24210 4'-11 3/8" x T-1 1/4" Double / Single Hung 10.2 4.6 No 15.4 0.37 127.5 115 28310 2'-10 1/8" x 4'-1 1/4" Double / Single Hung 7.9 4.39 No 11.5 0.37 98.8 109.75 (2)28310 5'- 7 7/8" x 4'-1 1/4" Double / Single Hung 15.8 8.78 No 23 0.37 197.5 219.5 2842 2'-10 1/8" x 4'-5 1/4" Double / Single Hung 11.8 5.2 No 13.5 0.37 147.5 130 2852 2'-10 1/8" x 5'-5 1/4" Double / Single Hung 11.4 6 Yes 15.5 0.37 142.5 150 (2)2852 5'- 7 7/8" x 5'-5 1/4" Double / Single Hung 22.8 12 Yes 29.8 0.37 285.0 300 (3)2852 8'- 5 1/2" x T-5 1/4" Double / Single Hung 34.2 18 Yes 46 0.37 427.5 450 CTN24 2'- 6 1/8" x 1'- 5 3/4" Circle Top 1.6 0 No 0 0.37 20.0 0 SE5835 5'- 9" x 6'- 3 5/8" Fixed 32.5 0 No 36.2 0.37 406.3 0 Vinyl Primed Slider (safety glazed) 54 0.32 34.3 21 429 6D68FWH (Andersen) 6-0" 61-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 40 0.31 Designation Width Height Thickness RoughD Opening Type - Material _... Material .... Finish ---._.. __ Description __l(SF)- .__.. Value .____... (SF) (SF) Area (Light) 3068 T -O" 6'-8" 1 3/4" 38 3/8" x 82 1/2" Insulated Steel Wood Primed 36" Exterior 21 0.14 0 21 0 DBL 3068 6'-0" 6'-8" 1 3/4" 75 1/4" x 82 1/2" Insulated Steel Wood Primed Double 36" Exterior 43 0.14 0 42 0 3068SSL X-C" 6'-8" 1 3/4" 54 1/2" x 82 1/2" Insulated Steel Wood Primed 36" Exterior w / Sidelite 31 0.49 2.1 21 26.2 3068DSL T -O" 6'-8" 1 3/4" 69 1/2" x 82 1/2" Insulated Steel Wood Primed 36" Exterior w / Dbl Sidelites 40 0.164 4 0 50 2868 2'-8" 6'-8" 1 3/4" 34 3/8" x 81 1/2" Insulated Steel Wood Primed 32" Exterior w / 9 -lite 19 0.358 4.8 0 60 2868 (20 / 45 min) 2'-8" 6'-8" 1 3/4" 33 1/2" x 81 1/2" Insulated Steel Wood Primed 32" Rated Exterior (see note 19 0.14 0 0 0 3068 (20 / 45min) 3'-0" 6'-8" 1 3/4" 37 1/2" x 81 1/2" Insulated Steel Wood Primed 36" Rated Exterior (see note 21 0.14 0 21 0 6068FWG (Andersen) 6'-0" 6'-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Slider (safety glazed) 40 0.32 23.7 14.7 296 8068 FWG (Andersen 8'-0" 6'-8" 1 3/4" 96" x 80" Wood Vinyl Vinyl Primed Slider (safety glazed) 54 0.32 34.3 21 429 6D68FWH (Andersen) 6-0" 61-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 40 0.31 21.9 16.1 274 6068FRHP (MW) 6'-0" 6-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 40 0.38 25.2 17.6 315 6068FRSP (MW) 6'-0" 6-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Slider (safety glazed) 40 0.39 24.6 15.4 308 6068SGO (Everest) 6'-0" 6-91 1 3/4" 72" x 80" Vinyl Vinyl Vinyl Primed Slider (safety glazed) 40 0.36 24.6 15.4 308 60687VSP (Twinseal) 6'-0" 1 64" 1 3/4" 1 72" x 80" Vinyl Vinyl Vinyl I Pref IT Slider (safety glazed) 40 0.34 25.2 17.6 315 6068SPD (Thennatru) 6'-0" 6'-8" 1 3/4" 75 1/4" x 82 1/2" Vinyl I Vinyl Steel Primed Hinged (safety glazed) 40 0.28 1 21.9 16.1 274 6068 French 6'-0" 6-8" 1 3/4" 72" x 80" Wood Vinyl Vinyl Primed Hinged (safety glazed) 40 0.31 21.9 32.2 274 3068 15 -Lite 3'-0" 6'-8" 1 3/4" 38 3/9'x 82 1/2" Insulated Steel Wood Primed Hinged (safety glazed) 21 0.358 9.6 0 120 Interior Doors: 1668 T-6" 6'-8" 1 3/8" 29'x 82" HC Hardboard Wood Pdme/Pre 18" Swing 0 0 0 0 0 2068 2'-0" 6'-8" 1 3/8" 26" x 82" HC Hardboard Wood Prime/Pre 24" Swing 0 0 0 0 0 2668 2'E" 6'-8" 1 3/8" 32" x 82" HC Hardboard Wood Prime/Pre 30" Swing 0 0 0 0 0 2868 2'A" 6'-8" 1 3/8" 34" x 82" HC Hardboard Wood Prime/Pre 32" Swing 0 1 0 0 1 0 0 3068 T -O" 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 36" Swing 0 0 0 0 1 0 2068 Double 4'-0" 6'-8" 1 3/8" 50 1/2" x 82" HC Hardboard Wood Prime/Pre Double 24" swing 0 0 0 0 0 2668 Double 5'-0" 6'-8" 1 3/8" 62 1/2" x 82" HC Hardboard Wood Prime/Pre Double 30" swing 0 0 0 0 0 2068 Double French 4'-0" 6'-8" 1 3/8" 51 1/2" x 82" HC Hardboard Wood Prime/Pre Double 24" french 0 0 0 0 0 2668 Double French 5'-0" 6'-8" 1 3/8" 63 1/2" x 82" HC Hardboard Wood Prime/Pre Double 30" french 0 0 0 0 0 3068 Double French 6'-0" 6'-8" 1 3/8" 74 1/2" x 82" HC Hardboard Wood Prime/Pre Double 36" french 0 0 0 0 0 2068 Bi -Fold 2'-0" 6'-8" 1 3/8" 26" x 82" HC Hardboard Wood Prime/Pre 2068 Bi -Fold 0 0 0 0 0 2668 Bi -Fold 2'-0" 6'-8" 1 3/8" 32" x 82" HC Hardboard Wood Prime/Pre 2668 Bi -Fold 0 0 0 0 0 3068 Bi -Fold T -V 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 3068 BB 01d 0 0 0 0 0 4068 Bi -Fold 4'-0" 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 4068 Bi -Fold 0 0 0 0 0 5068 Bi -Fold 5'-0" 6'-8" 1 3/8" 38" x 82" HC Hardboard Wood Prime/Pre 5068 Bi -Fold 0 0 0 0 0 6068 Bi -Fold 6'-0" 6-8" 1 3/8" 38" x 82" HC I Hardboard Wood I Prim /Pre 16068 Bi -Fold 0 10 0 0 0 4) NY. Manufacturefs P 5) Maximum Roan Area 6) Maximum Roan Area 7) Fume walls, Moss, a when tested in accord Ansa/ ice with Pmt NY) including frame and hardware. Rated door assemblies shall be provided with self closing hinges OZM1) nituled for any don sham on plans Provided the substituted door is equal to or better than the aigsnal door roll not "ceed 0.5 CFM I SF of door area for hanged ecdena doors. and 0,3 CFM / SF of door area for ertenn sliding doors (ECCCNY Table 502 low moisture to escape shall be ps ded with an apprawd wpor retarder having a maximum permeance iatmg of 1.0 Penn STM E96. The vapor retarder shall be installed on the wean i4nw nter side of the thermal insulalion THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION al. • all '% PAui TRUNY" ✓� j 11 At9lJ1T •0 ',� sill, ice: �-1`4111 all •QA'yj� � 16086 � 4% Jos �6aan OCTn Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: W7/05 REV: 5/17/05 2 C197204-2 DOOR & WINDOW I A3 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY SCHEDULE Table A-3 - 28 ft. Two Story Units -Floor Girder Spans Nominal Girder Jambs Between Openings: i GSL 65 Psi GSL Home Grade if Species Clear Spans Triple Double Triple Width of Member Member Member (Feet) Jacks nches) I (lo) - Inches FL In, 25 45 Psi Ground Snow Live Load: 92.00 7 28 Double2xl0No. 1/No.2Spf 44,25 3 - 1325 1 Triple2x TONa. 1/No.2SPl 57.25 4 - 9.25 - 5 Double l 1/2x914"LVL[E1.0) 95.25 7 - 113 4 Triplet 12x91A'LVLIE1.8) 109.00 - 9 - 1 0.5 Four 112x91A"LVL[ElG) 12000 10 - 0 6 65 Psi Ground Snow Live Load: Doublel 12x91/4%VL(E1B] 153.75 28 Double 2x10No.WNo.2Spf 41.75 3 5.75 14 Triple2x10No.1/Nq.2Spf 53.50 4 5.5 8 Dolle 112014,"WL(E7.81 91.00 7 7 11 Taoist 12xS1A%VLIET8) 104.25 8 - 825 12 Four 112x914"LVL(EIA) 11500 9 - 7 Notes: 1) Applicableto box widths w b 168 inches wide. 2) Loads include the indicated live load, an unbalanced snow swcherged, and a 20 i sf alit live load, and a 30 par second floor live toad - 3) Spans are the dear span between Bre pier faces. All ioires must be located overa pier (mlun n). 4) Applies 0 he IN aim floor of a two story unit 5) LVL to be E IR; Fb • 2600 psi. Fv- 285 psi, and E -1A x 10"6 psi. All values are minimum. Table A-1 - Girders - Floor Load Only - 40 Psf Floor Load Nominal Girder Jambs Between Openings: i GSL 65 Psi GSL Home Grade 5 Species Clear Spans Triple Double Triple Width of Member Member Member Feet Jacks nches) I (lo) - Inches FL In. 25 Double 2x8No.1/No.2Spf 92.00 7 - 8 N.A. NA. 2x8No.1/No.25 I 121.00 10 1 NA. .Triple Double 2x1ONo.1/No.2Spf 113.00 9 - 5 Triple 2x10No.1/No.2S I 148.00 12 4 2 Doublel 12x71/4"LVL(E1.8) 120.50 10 0.5 153.50 T riple 1 12 x 71 A" LVL E 7.8 138.00 11 6 Nal/No.2 Doublel 12x91/4%VL(E1B] 153.75 12 9.75 NA. 22.00 Triplel 12x91/4"LVL(E1.8] 176.00 14 8 28 Double 20014a. 1/No.2Sp1 101100 8 10 Triple 2x10No. 1/No.2 Sipf 140.00 11 8 ® 3 Doublel 12xS1A%VL(E1.BI 148.00 12 4 14 Triplel 12x91/4"LVL(E1.8) 163.50 14 1.5 32 Double 200No. 1/No.2Spf 100.00 8 4 46.50 61.25 Triple 2001fla.1/No.25 f 140.00 11 8 65.50 Doublel 1201/4"LVL(E1.81 14250 11 10.5 58.75 Triplel 1201/4"LVL(E1.81 163.00 13 7 Notes: 11 To be an effecbve rim joist rte bultjoints may fall over the length of the span 2) Applies to a 40 Psf floor live load and may be used on firstoi second floors. 31 B ox V idths:25 R - 150inches per half; 28 R -168 inches per half; 32 R -189" per hall. 4) LVL to be E1.8; Fb - 2600 psi, Fv - 285 psi, and E-1.8 x 10"6 psi. (min) Table E-2 - 281t. Wides - Exterior Wall Header Spans - Two Story Units See Ll1YJ !wader/ xifl fee losing A short Section's A -A See Iamb std chart ler comber of iambs and header support Notes: See sill chert 4r the number of sills 1)Applicable to a box widen of hp m 168 inches with 16 inch eaves. 2)Ag leaders ate double or triple member Spf or LVL W6 ec wide tam oriented vertically. 3)A1 LVL to be GP Lam Grade Ela, Fb-2600 psi (min ). 41Applicable m mora type susses with roof slopes of between 412 /12 and 7 /12 5)Appliublemem1sLsboofbestoryunitreD effectiverimioish. Includes Ueliveload listed plus an hnbalamed suncIni 20 psi aac live load, and a 30 psl2nd. loot live load. Table 'G' JAMB STUDS FOR TWO STORY UNITS 100 mph exp. cwind loading (3 sec. Gust) 2 x 6 Side Walls -AII Roof Live Loads: Jambs at the Side of an Opening: Maximum0penin st Jambs Between Openings: i GSL 65 Psi GSL Side Jambs Double Number Triple Double Triple Member of Member Member Member Sire Grade Jacks nches) I (lo) - Inches Indies Inches 2x3 SUd 75.00 6 NA. N.A. NA. No.3 1 138.00 r29.50 NA. N.A. NA. Na.1/No.2 1175 20.50 NA. N.A. NA. 2.4 Stud 6.75 2 35.50 24.50 NA. 22.00 No.3 153.50 12 9.50 24.50 NA. 22.00 Nal/No.2 2x8 No.3 025 37]57 24.50 NA. 22.00 2x6 No.3 41.50 No.1 /No.2 4300 26.50 34.50 Na.1/No.2 41.50 43.00 26.50 34.50 2.8 No.3 55.00 ® 3 41.50 54.75 38.00 50.00 No.1 /No.2 14 55.00 41.50 54.75 38.00 50.00 2.10 No.3 2x4's 50.75 66.75 46.50 61.25 No.1 Me 2 50.75 65.50 46.50 61.25 2x12 No.3 112x512 CVL(E19 CL 58.75 77.50 54.00 71.00 No.1 /No.2 62.25 112x71A LVL I E1.8 60.25 79.75 54.50 71.00 1112.51,2 WL(E18) ® 62.00 63.25 72.50 58.50 67.25 1112.714 LVLI E181 112.25 4.75 83.50 95-50 77.50 88.75 1112.914 LVL (E181 136.50 106.50 122.00 99.00 113.25 112x1114 LVLT E181 129.50 148.25 120.25 137.75 112x12 LVL ( E181 SL='7 138.25 158.25 128.25 146.75 1 12 x 1212 LVL (E i 81 112x13 LVLIEIB ]00 14400 165.00 133.75 153.00 112x13 LVL(E1.81 147.25 112x1312 LVUEL8) 149.75 171.50 139.00 159.00 112 x1312 LVL(E18) 153.00 155.50 178.25 18.50 165.25 See Ll1YJ !wader/ xifl fee losing A short Section's A -A See Iamb std chart ler comber of iambs and header support Notes: See sill chert 4r the number of sills 1)Applicable to a box widen of hp m 168 inches with 16 inch eaves. 2)Ag leaders ate double or triple member Spf or LVL W6 ec wide tam oriented vertically. 3)A1 LVL to be GP Lam Grade Ela, Fb-2600 psi (min ). 41Applicable m mora type susses with roof slopes of between 412 /12 and 7 /12 5)Appliublemem1sLsboofbestoryunitreD effectiverimioish. Includes Ueliveload listed plus an hnbalamed suncIni 20 psi aac live load, and a 30 psl2nd. loot live load. Table 'G' JAMB STUDS FOR TWO STORY UNITS 100 mph exp. cwind loading (3 sec. Gust) 2 x 6 Side Walls -AII Roof Live Loads: Jambs at the Side of an Opening: Maximum0penin st Jambs Between Openings: Toted Number Side Jambs Double Number Number Maximum Spans: 4 Maximum Spans: of of Inches Inches Jambs Jacks nches) I (lo) - Onches nchesInches) 2 1 75.00 6 3.00 NA. i+.225 3 1 138.00 11 - 6.00 77.00 6 500 Notes: 1) AII studs w be 2 x 6's S4d Gr. or Na. 3 Spf. Applies to side walls up to 108 inches tall 2) Jack studs are those tad to support the header. There is at least one under every heeds,. The total number of jambs studs includes the jack studs. 3) Madmum box width of 189 inches with a 16 inch side wall Nave. 4) Jacks said jamb studs to be fastened together with .131 x 3' nails 4 inches an center. 5) Fasten top end beta in plates to every stud with 4-131 x 3' nails. Table B-3 -281L Wides -Mating Wall Header Spans Two Story Units Spacer Section's A -A sled chart dcalumns support Wore 1) Applicable to a box widdu of W to 168 inches. 21 All leaders are single or doth lam ember S pf or LVL with rhe wide face oriented vmecally. 3) All LVL to be GP Lam Grade E1.8. Fb - 2600 or Imo. i. 41 Applicable 4 in ono type busses wiM roof slopes of between 412 /12 and 7 /12 5) Loads include an unbalanced load suncharge, a 20 psi attic live load, and a 30 psf 2nd floor live load. Iib/e N -In SENV WALL HEAVENS AND S/LLS Side Wa//S1//1 100 mph etp. c wird loading (3 sec. Guall End W all Headers (AllSill.]: IN nib 11 Maximum0penin st 45 Psf GSL 65 Psi GSL Number Side Jambs Double Double Member 4 Member Member Size Grade Inches Inches Inches 2x4 Stud No. 3 Spi 7 9".00 20.50 7550 N.A. Na.3 2 i+.225 9 2050. 3 N.A. Nc.1 IN. .2 200 Na. 2 Set 1175 20.50 N.A. 2x6 Sad 8 6.75 2 35.50 11 29.25 No.1/Nc.2 153.50 12 9.50 35.50 9 29.25 2x8 No.3 025 37]57 lel2 2x4's 45.00 41.50 No.1 /No.2 45.00 41.50 2.10 No 161.00 55.00 ® 3 50.75 No.1 /No.2 11 ]5 170 So 14 55.00 139, W 50.75 2.12 No.3 2x4's 63.75 58.75 No.1/No.2 66.50 60.00 112x512 CVL(E19 CL 66.75 62.25 112x71A LVL I E1.8 86.00 ® 62.00 112x91/4 LVL (E18 232.75 112.25 4.75 10475 1 12.111A LVL I E I B, 11.50 136.50 127.50 212x12 LVLt E18 145.50 136.00 1112.12112 LVLTlE 8 SL='7 151.75 141.50 112x13 LVLIEIB ]00 243.50 20 1 157.75 147.25 112x1312 LVUEL8) 163.75 153.00 112x14 LVL(Ei.81 .-- CL 170.00 158.50 112x1412 LVL(E18) 1 164.25 Spacer Section's A -A sled chart dcalumns support Wore 1) Applicable to a box widdu of W to 168 inches. 21 All leaders are single or doth lam ember S pf or LVL with rhe wide face oriented vmecally. 3) All LVL to be GP Lam Grade E1.8. Fb - 2600 or Imo. i. 41 Applicable 4 in ono type busses wiM roof slopes of between 412 /12 and 7 /12 5) Loads include an unbalanced load suncharge, a 20 psi attic live load, and a 30 psf 2nd floor live load. Iib/e N -In SENV WALL HEAVENS AND S/LLS Side Wa//S1//1 100 mph etp. c wird loading (3 sec. Guall End W all Headers (AllSill.]: IN nib 11 Spans based upon the number of lasleness pet and: IN .it. 11 No. Per End Maximum0penin st .131x3"Nails Span [Inches) 2 Number Side Jambs 3 4000 of 4 5.00 65.50 Members Inches Ft In. Stud Gr. or No. 3 Spi 7 9".00 1 7550 6 750 2 i+.225 9 4.25 3 146.00 12 200 Na. 2 Set 1175 r x'1 2 x 4 1 102.75 8 6.75 2 134.25 11 2.25 3 153.50 12 9.50 Spans based upon the number of lasleness pet and: IN .it. 11 No. Per End 1513a. Staples Span (Inches) .131x3"Nails Span [Inches) 2 26.50 32.75 3 4000 4:00 4 5.00 65.50 5 66.50 In 75 6 7975 Mau 7 9".00 1145) 8 10625 130.75 1 -2z4 Notes: 1. App nes 0 all end wall headers and sills, and all side wal silk. 2. Smpies ate 15 G a. x 7A 6" x 212", nails ate 131 x 3" P.D. All lasso nen are end is started. 3. If Ne sill is located outside of ea end rones.8 inches may be added b t opening and to the span for any given number of rose fears. 4. The number alfasteners maybe equally spli bete arimWtiple members. S SBIs are 2 x 6 of fm indiwred grade. Table D-2 - 28 a. W ides - Column Spans - Two Story Units Column 45 Pat GSL 65 Pat GSL Configuration Inches Feet- Inches Inches Feat- Inches 1 -2z4 46.00 3 10.00 3575 2 1175 r x'1 2 x 4 ® 2 108.25 9 10825 9 025 37]57 lel2 2x4's 375 2x4's 3 161.00 13 ® 3 131.]5 10 11 ]5 170 So 14 2.50 139, W 11 ].50 2x4's CL ® 4 232.75 19 4.75 191.50 15 11.50 2x 4f�'sI SL='7 29500 24 ]00 243.50 20 3.50 2x4's .-- CL 6 357.25 29 9.25 295.25 20 725 2x We 7 419.50 34 11.50 34725 28 1125 zxs's Column 45 Psf GSL 65 Pat GSL COMquntion Inches Feet- Inches Inches Feet. Inches Ir�--I1 46.00 3 10.00 3575 2 11.75 r x'1 2 x 4 108.25 9 025 87.]5 7 3.75 lel2 2x4's 3 161.00 13 500 131.]5 10 11 ]5 2x4's Notes: 1) AN columns arch mating wall stutls to be 2x 4 No. 3 Spf or Stud Gr. Spf. Spans based on stud spacing of 16 inches on center. 2) Applicable to 9 It (muJ walls on to mom (lowart f1m, of two story, toils. 3) Applicable box womMs up so IW inches (max). 4) The number of columns indicates 4e number per hal. 5) AN columns must be pan of a wall, either mating well ora imnsv erre wall, which has sheathing frim ned to each column member. 6) 8 a column falls between two openings, use be sum of 4e over spans to determme be column. T) Lead include indica4tl this load, an unbalance snowsumhatge. a 20 per a4c Ove load. and a 30 psi 2nd floor live load THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT VATH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL MODS -03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION M 079..... ` Wp• pROFESSIO��\\\� Ll7lillllflllllll\\\ Fp 3 0 2005 Integrity Building Systems, InC. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 (2) C197204 -Z FIRST FLOOR A4 I CUSTOMER: MATTESSICH III I DRAWN BY: CS / GS TWO-STORY SPAN TABLES Sm he: A erre Table E-2 - 28 N. Wides - Exerior Wall Header Spans Section's A.A ..b.1sul clod .be, of iambs coder support the number of sills Noes: 1)Applicable e a box width oho to 168 inches wt 16 inch eaves. 2)AII headers are double or eple member Spf or LVL with ere wide lam oriented wAmny. 3)AII LVLIo be GP Lam Grade E1.B, Fb -2500 psi (min 1. /IApplicable a mom type tosses wt roof slopes of bean 412 /12 and 7112 5) Loads include th bw load indicated. an unbalanced load surcharge, and a 20 psf aro, LL TABLE F -JAMB STUDS FOR RANCH UNITS use, fo lOOmph day c xwiM/oeding /?sec. hart) 2 x 6 Side Walls - 45 Psi Ground Snow Live Load: J ambs at to 5 ide of an 0 pening: Jambs Between Openings: /5 Psf GSL 65 P11 GSL • Number Double Triple Dmble Triple Member of Member Member Member Member Size Grade Imhisl Inches Inches Inches kches 2.3 Stud 7 925 NA. 25.75 N.A. 20.00 Np.3 9325 7 1 NA. 2575 N.A. 20.00 No.l/No.2 2 186.75 NA. 25.75 N.A. 20.00 2x1 Sled 38.25 No.3 Spr Si 27.50 36.00 21.00 28.00 No.3 2x4 Said 38.25 27.50 36.25 21.00 28.00 N o. 11No.2 26.75 No.3 2700 36.25 21.00 28.00 2.6 N0.3 NA. 26.75 40.25 53.00 35.50 47.00 N 0.1/No.2 32.00 NA. 40.25 53.75 33.00 47.00 2x8 No.3 30.75 44.75 51.25 67.25 45.25 59.50 Na. VNo.2 n In Spf 30.75 5200 71.00 45.25 58.50 2.10 No.3 51.00 z x 10 No, 3 Spt 6250 82.25 55.25 72.50 No.i/No.2 No 1 /rip.2 61.25 66.50 90.50 55.75 74.50 202 No.3 55.25 2.11) No.3 72.50 95.25 64.00 84.25 N o.l /No .2 43.25 61.50 80.75 110.25 67.75 90.75 1112.5112 LVL( E1.81 84.75 11.50 80.75 92.25 73.00 83.50 112x71A L+L(EL81 56.50 80.25 106.25 121.75 96.00 110.25 112x91wn LVL "0.i. 62.75 135.75 155.50 121.25 14075 112x11111 LVL(E181 165.25 189.00 147.00 171.00 112x12 LVL(E1 ) 112x71A LVL(Ei 81 175.75 201.50 155.25 182.50 112x1212 LVL E18 104.25 11201.2 LVL (E1.8) 18075 210.00 161.50 190.00 112x13 LVL (E 18) 93.25 133.00 189.75 218.50 167.50 197.50 112 x 1312 LVL f E 1S 178.25 111.25 196.50 227.00 173.50 205.25 Section's A.A ..b.1sul clod .be, of iambs coder support the number of sills Noes: 1)Applicable e a box width oho to 168 inches wt 16 inch eaves. 2)AII headers are double or eple member Spf or LVL with ere wide lam oriented wAmny. 3)AII LVLIo be GP Lam Grade E1.B, Fb -2500 psi (min 1. /IApplicable a mom type tosses wt roof slopes of bean 412 /12 and 7112 5) Loads include th bw load indicated. an unbalanced load surcharge, and a 20 psf aro, LL TABLE F -JAMB STUDS FOR RANCH UNITS use, fo lOOmph day c xwiM/oeding /?sec. hart) 2 x 6 Side Walls - 45 Psi Ground Snow Live Load: J ambs at to 5 ide of an 0 pening: Jambs Between Openings: Toel 85 Pat GSL 65 Is Number Number Number Maximum Spans: Maximum Spans: Maximum Spans: of of Member Jambs Jambs Jacks roles Ft) Imhisl Imlms Ft riches 2 1 93.25 7 925 NA. 650 3 1 9325 7 1 925 93.25 7 925 2 186.75 15 6.75 NA. No.1/Nn 2 2 x 6 Side Walls - 65 Psi Ground Snow Lire Load: Jambs at to Side of an Opening: Jambs Between Openings: Total 45P,fGSL 85 Pat GSL 65 Is Number Number Maximum Spans: Span Maximum Spans: Of of Double Member Jambs Jails firichmil I [Ft)hes Member Inches Ft - Inches 2 1 50..50 5 650 NA. Inches 3 1 6650 5 650 6650 5 6.50 NA. 2 133m 11 1.00 N.A. No Notes: 1)Afl sods m be 2 x lis Sad Gr. orNo.3 Sp12P oii -Applies to side walls up b 102inches hall. ZIJ ak skis ateLose W to uppoO ere header Three is atleast one oder awry header. The toel number ollambs studs includes to jack such. 3) Mammon box widtoi 189irdes wt a 16 inch side well eaw. qJ acks and Iamb studs b be fastened together wt 131 x?'mils 4 irdhes encerter. 5) Fasen rep and boro7m plates to every sed wt 4-.131 x 3"mila. Tables 2 - 28 a. Wides -Mating Wall Header Spans r 0.v r Spacer Section's A -A onlunn stud chart tuber of coltinm reader support Notes: 11Applicable to a box widths of W to 168 inches. 21AII headers are single or doublemembm Spf or LVL wt be wide lam oriened vertically. 3)AII LVL tu be GP Lam Grade E 1.8.Fb -2600 wi (min j 4) Applicable a mom type busses wit root slopes of between 412 /12 and 7 /12. 5) Loads include an unbalanced load surcharge and a 20pof aroc rim load. 6) Single member headers may be located in to ceiling mAy Table C-2 - 28 N Wides - Mating Wall Heads[ Summary - Effective Perimeter Rai eJllnn Rate ,inNn JSnrfminl Nntn5 Maximum Spans 45 Psf GSL Feet Inches 45P,fGSL 85 Pat GSL 65 Is "", Span Span Single Double Single Double Member 11 - 0.25 Member Member Member Member Size Grade No Spf Inches Inches Inches Inches 2x3-5 Wd sn / ifl / #2 Spf NA. 2175 NA. N.A. No Z z 1 6tud Sol NA. 21.75 NA. NA. No.1/Nn 2 38.25 No.3 Spr Si N.A. 22.75 N.A. N.A. 2x4 Said 38.25 #1 /Spf NA. 30.50 NA. 26.75 No.3 3650 Z z 6 3 3 Sof N.A. 30.50 NA. 26.75 No VNa2 43.00 in M/K2sr. N.A. 32.00 NA. 26.75 2x6 Nei 41.00 Zze No.J Sp! 30.75 44.75 26.50 39.75 No.1 /No.2 51.50 n In Spf 30.75 50.25 26.50 4200 2x8 No.3 51.00 z x 10 No, 3 Spt 40.00 56.75 34.75 50-25 No 1 /rip.2 61.25 in / IFL Spf 4050 66.50 34.75 55.25 2.11) No.3 7250 2. 12 No. 3 Spf 49.75 69.25 43.25 61.50 No.I /No.2 1 sn /0.2 Spf 1 51.50 84.75 11.50 70.50 2.12 No 3 78.50 8 56.50 80.25 50.25 71.25 No.1 /No.2 62.75 103.00 54-00 65.75 112x512 LVL(El 8) 65.00 87.00 57.50 79.00 112x71A LVL(Ei 81 84.00 114.75 74.50 104.25 11201.2 LVL (E1.8) 105.25 146.50 93.25 133.00 11,2.11 IA LVL(El Bl 125 75 178.25 111.25 161.75 11,2.12 LVL(E181 133.00 190.25 118.00 172.50 1120212 LVL(Ei.81 137.75 198.00 122.25 179.50 1112.13 LVL(E/.81 142.50 206.00 126.50 186.25 11,2.131/2 LVL E i 81 147.25 1 214.00 130.50 193.00 r 0.v r Spacer Section's A -A onlunn stud chart tuber of coltinm reader support Notes: 11Applicable to a box widths of W to 168 inches. 21AII headers are single or doublemembm Spf or LVL wt be wide lam oriened vertically. 3)AII LVL tu be GP Lam Grade E 1.8.Fb -2600 wi (min j 4) Applicable a mom type busses wit root slopes of between 412 /12 and 7 /12. 5) Loads include an unbalanced load surcharge and a 20pof aroc rim load. 6) Single member headers may be located in to ceiling mAy Table C-2 - 28 N Wides - Mating Wall Heads[ Summary - Effective Perimeter Rai eJllnn Rate ,inNn JSnrfminl Nntn5 12 pA7 Use Ranch Headers and H eader Supports /1 or 2 Floor Rim fable C-2 - 28 ft. Ranch Units - Mating Wall Beam Summary Beam: Single Layer of GP Lam (E1.8) or equal. Beam Depth Inches Maximum Spans 45 Psf GSL Feet Inches 45 "GSL 85 Pat GSL 51/2 5 - 4.75 Span Span Members Grade 8 - 9.00 Intlwa Indere 2 s 3 $pf 11 - 0.25 14 12 - 6.50 4031 13 - 11.25 37.0 0 No Spf 20 16 - 4.00 22 10.25 24 37.20 sn / ifl / #2 Spf 49.50 4 40.50 39.00 37.25 Z z 1 6tud Sol 2x4 41.50 38.25 No.3 Spr Si 4.50 38.25 #1 /Spf 42.00 3650 Z z 6 3 3 Sof 47.25 6 43.00 in M/K2sr. 5 125 vd bm bloke 1750 41.00 Zze No.J Sp! 51.50 n In Spf mm 6700 51.00 z x 10 No, 3 Spt 2x6s SLTS 61.25 in / IFL Spf 6.00 6125 5 02.00 7250 2. 12 No. 3 Spf ]1.50 63.25 sn /0.2 Spf 127.75 else 7.75 78.50 12 pA7 Use Ranch Headers and H eader Supports /1 or 2 Floor Rim fable C-2 - 28 ft. Ranch Units - Mating Wall Beam Summary Beam: Single Layer of GP Lam (E1.8) or equal. Beam Depth Inches Maximum Spans 45 Psf GSL Feet Inches 31/2 3 - 6.25 51/2 5 - 4.75 71/4 7 - 0.00 9 114 8 - 9.00 111/4 10 - 5.00 12 11 - 0.25 14 12 - 6.50 16 13 - 11.25 18 15 - 2.25 20 16 - 4.00 22 17 - 4.50 24 18 - 3.75 1 in 2 Ceiling Rim NotesDouble Member Headers 1) Applicable to a be wi2hs up to l(i8 mches and tors, mono pitch roofs wth slopes up to 7 /12. 2) Lads include a unbalanced snow Iced surcharge, 20 psf topic kve Iced, and a 30 psf second flan live load. 3) Applicable to to headers in the lower stn, ora two may hone. 4) Al headed me daeble member So( with the wide foe mented v aticey 5) To be an eeed. me a An Iblst most be 2 z 10 No. 2 Spf (lan.) and neve m lads on the length ofthe soon. 4) All modern ere dmble or triple member Spf wt the wxle face oriented vertically. 5) To be n elfe,te An, arm lam must be 2 s 10 No. 2 Spf flan.) and have no loins war the Inch dine son. Table D-2 - 28 ft. Wides - Column Spans - Ranch U nits rnh,.nn en�ne Column 45 Psi GSL 65 Psi GSL Configuration I IrIche3 Feet- IrlClle3 In(:he3 Feet- Inches ®2 49.50 4 150 39.00 3 3.00 2x4 2 2x4's 76.00 6 6.00 6125 5 125 vd bm bloke 2 2x6s 78.00 6 6.00 6125 5 125 2x261 127.75 10 7.75 10015 8 425 b bldks MENEMEMMEM Column 45 Psi GSL 65 Psi GSL Configuration I IrIche3 Feet- IrlClle3 In(:he3 Feet- Inches ®2 49.50 4 150 39.00 3 3.00 2x4 2 2x4's 76.00 6 6.00 6125 5 125 vd bm bloke 2 2x6s 78.00 6 6.00 6125 5 125 2x261 127.75 10 7.75 10015 8 425 b bldks Notes: 1) All columns and mating vall studs to be 2 x 4 No.3 Spf or Stud Gr. Spf. Sparc based on stud spacing of 161ncias on eerier. 2) Applicable to Wells up to 8'- B'onbcxWdfs of Up to 168 incites 3) The number of miumm indicates fie number per half. 4) All columns must be pad of a Well, effler mating wall or a transverse vall,vtich has sheathing festered to each ookam member. 5) H a columfalls beMeenMo openings, use fere sun of to Mo spars to defenrvre fie colunrrt 6) Tributary is 1j`2 to span or 112 to combined spars (It between her openings). Big blocks to be glued with PVA adhesive and rmiled to to beam vdfm.131 x3' rails. Use 2x3 10' brg blocks over 2 x 4 miuus With 10 rails and 2x4x13' blocks With 14 rails over 2 x 6 columns. 7) Loads include indicated live load, an unbalance snswsudarge. and a 20 psf at5c live load. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT NTH THE PLANS AND SPECIFICATIONS ASSOCIATED NTH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE MATH THE DIVISION NEW V %�\ fsROFESSXO ,fl',1`0' 7171//111111111111 SEp 3 0 2005 Integrity Building Systems, Inca DEALER: FUTURE SURROUNDINGS DATE:REV: 5/17/05 2 C197204-2 SECOND FLOOR A5 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY SPAN TABLES Alternate Shearwall Fastening Original Altercate 7/16" OSB, 8d @ 3" OC panel edges 7/16" OSB, 15ga x 2" @ 2" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8D @ 6" OC 7/16" OSB, 15ga x 2" @ 4" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8d @ 4" OC 7/16" OSB, 15ga x 2" @ 3" OC panel edges 12" OC int supports 6" OC int supports Integrity Building Systems, Inc. DEALER: F CUSTOMEI ICH III Location Force Connection Fasteners Required Ref Quantity v, Main House: tat Story Simpson Strong -Tie (13) 10d nails into stud, Sheet Main House: Roof o Module to Foundation, 294 plf Connector MSTAM 36 and (8) 1/4 x 2 114 Titen Sheet 84 pif in Within 6'0" of Corner- 78401b @ 48" o.c. masonry screws in 22 d Stud to Masonr /Concrete c eve 3 studs foundation wall Sheet 0.131 x 2.5" nails @ 6' o.c. panel Valn Ouse: st tory 298 pif Impson trong- le ( nails Into stu , 7 Sheet 12 rA Module to Foundation, Not 166 pif Connector MSTAM 36 and (8) 1/4 x 2 1/4 Titen Sheet y g within 6' 0" of Corner - @ 48" o.c. masonry screws in 22 C Stud to Masonry/Concrete I I (every 3 studs foundation wall 211 Wall - Left 360 pif (dear span + 20) min. embed. In Concrete OR 15" Sheet Location Force Exterior Panel Interior Panel Reference min. embed. In Masonry 14 at intermediate supports Stud and (1) 5/8" dia. Threaded Rod 1!2" GWB w/ 1 114" Type (eve other stud Main House: 1st Story 598 pif 7/16" OSB w/ 8d nails @ S or W drywall screws Sheet 17.1 Wall - Left Double Stud and (1) 5/8" dia. 3" o.c. panel edge nailing @ 4" o.c. panel edge o. Shearwall to Foundation Main House: fat Story 678 pif 7/16" OSB w/ 8d nails @ 7/16" OSB w/ Bd nails @ Sheet 17.2 t Wall - Right 4" o.c. panel edge nailing 4" o.c. panel edge nailing 14 N (every 3 studs) In Masonry Main House: let Story 151 pif 7/16" OSB w/ 8d nails @ - Sheet 19 Wall - Front and Rear Force 6" o.c. panel edge nailing Interior Panel Reference Alternate Shearwall Fastening Original Altercate 7/16" OSB, 8d @ 3" OC panel edges 7/16" OSB, 15ga x 2" @ 2" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8D @ 6" OC 7/16" OSB, 15ga x 2" @ 4" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8d @ 4" OC 7/16" OSB, 15ga x 2" @ 3" OC panel edges 12" OC int supports 6" OC int supports Integrity Building Systems, Inc. DEALER: F CUSTOMEI ICH III Location Force Connection Fasteners Required Ref Quantity o Main House: Sill Plate to Simpson Strong -Tie (24) SDS 0.25' x 2.5" Wood Sheet Main House: Roof (Shear) Main House: 1st Story 536 plf Simson Strong -Tie Screws in 2x6 Double Stud and Sheet 84 pif in Shearwall to Foundation 78401b HHDQ11-SDS2.5 (1)1" Dia. Anchor Bon w 112" 211 c Wall - Right c Simpson Strong -Tie F16 min. embed. In Concrete OR 15" Sheet 0.131 x 2.5" nails @ 6' o.c. panel v Story Wall, Not within 60" 298 pif 12" dia. Anchor Blolts @ 1.5' min. embed. In Masonry 7 Sheet 12 rA Main House: Sill Plate to536 p If o.c. w/ 12" min. embed. In (24) SDS 0.25" x 2.5' Wood Sheet y E Main House: 1st Story Simson Strong -Tie Screws in 2x6 Double Stud and Sheet C Shearwall to Foundation 60401b HHDQ11-SDS2.5 (1)1" Dia. Anchor Bon w/12" 211 Wall - Left 360 pif (dear span + 20) min. embed. In Concrete OR 15" Sheet 23137' OSB w/ Blocking Q Comer- Stud to Stud @ 32" o.c. min. embed. In Masonry 14 at intermediate supports Stud and (1) 5/8" dia. Threaded Rod (eve other stud (2) 3/4" dia. Bolls N 2"x6' through floortr Additional 1-05A13 Main House: 1st Story Simson Strong -Tie Double Stud and (1) 5/8" dia. Sheet Shearwall to Foundation 2576 b HDSA A nchor Bo n w 112" min. embed. 21'2 Wall - Front and Rear @ 32" o.c. In Concrete OR 15" min. embed. 14 (every 3 studs) In Masonry Alternate Shearwall Fastening Original Altercate 7/16" OSB, 8d @ 3" OC panel edges 7/16" OSB, 15ga x 2" @ 2" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8D @ 6" OC 7/16" OSB, 15ga x 2" @ 4" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8d @ 4" OC 7/16" OSB, 15ga x 2" @ 3" OC panel edges 12" OC int supports 6" OC int supports Integrity Building Systems, Inc. DEALER: F CUSTOMEI ICH III Location Force Connection Fasteners Required Ref Quantity o Main House: Sill Plate to Simpson Strong -Tie (6) 8d x 1 1/2" Nails in Upper Sheet Main House: Roof (Shear) Foundation - Typical yp 536 plf LTP4 12" o.c. @ Perimeter Band and (6) 8d x 23 84 pif in Comer- Truss t0 Stud (ewry stud) 1 12" Nails in Sill Plate Suction c House: Roof to 2nd c Simpson Strong -Tie F16 (8) Bd nails in truss/rater Sheet 0.131 x 2.5" nails @ 6' o.c. panel v Story Wall, Not within 60" 298 pif 12" dia. Anchor Blolts @ 1.5' and (8) Sd nails in stud 7 Sheet 12 o Main House: Sill Plate to536 p If o.c. w/ 12" min. embed. In N/A Sheet y $ Foundation - Typical Concrete OR 15" min. - Right and Left 23 rn Main House: 2nd to 1st embed. In Masonry Alternate Shearwall Fastening Original Altercate 7/16" OSB, 8d @ 3" OC panel edges 7/16" OSB, 15ga x 2" @ 2" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8D @ 6" OC 7/16" OSB, 15ga x 2" @ 4" OC panel edges 12" OC int supports 6" OC int supports 7/16" OSB, 8d @ 4" OC 7/16" OSB, 15ga x 2" @ 3" OC panel edges 12" OC int supports 6" OC int supports Integrity Building Systems, Inc. DEALER: F CUSTOMEI ICH III /GS 5/17/05 TWO-STORY THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION NFI,V pROFE5S10�Pp�t`` - ''rrnnuuuwttt`` S -p 3 0 ZOOS MAIN HOUSE A6 I FASTENING SCHEDULE Location Force connection Fasteners Required Ref Quantity as Main House: Roof to 2nd Simpson Strong -Tie H6 (8) 8d nails in truss/rafter Sheet Main House: Roof (Shear) Story Wall, Within 6' 0" of 426 plf @ 16" Oc. and (8) 8d nails in stud 7 84 pif in Comer- Truss t0 Stud (ewry stud) Suction eMain House: Roof to 2nd c Simpson Strong -Tie F16 (8) Bd nails in truss/rater Sheet 0.131 x 2.5" nails @ 6' o.c. panel Fasteners Required Story Wall, Not within 60" 298 pif @ 32" o.c. and (8) Sd nails in stud 7 Sheet 12 o of Comer - Truss to Stud (Suction) (etery other stud) intermediate supports 2576 y Stud and (1) 5/8" dia. Threaded Rod 13 E - Right and Left o U Main House: 2nd to 1st Simpson Strong -Tie CS20 Story Wall, Within 6 0" of 360 pif (dear span + 20) (20) ad nails Sheet 23137' OSB w/ Blocking nailing and 6' o.c. Comer- Stud to Stud @ 32" o.c. (10 in each stud) 14 at intermediate supports Stud and (1) 5/8" dia. Threaded Rod (eve other stud - Front and Rear through floortr Additional 1-05A13 Main House: 2nd to 1st Impson trong- Ie Story Wall, Not within 6 0" 232 pif (clear span + 20) (20) Sd nails Sheet of Comer -Stud to Stud @ 32" o.c. (10 in each stud) 14 (every 3 studs) Location Force Exterior Panel Interior Panel Reference Main House: 2nd Story 318 pif 7/16" OSB w/ 8d nails @ WA Sheet 8 as Wall - Left and Right 6" o.c. panel edge nailing w Main House: 2nd Story 70 plf OSB w/ 8d nails @ WA Sheet 10 Wall - Front and Back 6" o.c. panel edge nailing 6" /GS 5/17/05 TWO-STORY THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION NFI,V pROFE5S10�Pp�t`` - ''rrnnuuuwttt`` S -p 3 0 ZOOS MAIN HOUSE A6 I FASTENING SCHEDULE Location Force Sheathing Connection Reference Quantity as 265 pif 7116 in. x 1 1/2 in. 16 ga. Staples Sheet Main House: Roof (Shear) 7116' OSB at 2.6' o.c. panel edge and 3" o.c. Sheet 6 WA 15 84 pif in at intermediate supports Suction c Location Force 0.131 x 2.5" nails @ 6' o.c. panel Fasteners Required r Main House: Wall (Non- 50 pif 7/16' OSB edge nailing and 12" o.c. at Sheet 12 o Shearwel) (Suction) intermediate supports 2576 y Stud and (1) 5/8" dia. Threaded Rod 13 E - Right and Left through floorto Additional HD5A 0.131 x 3.25" nails @ 4" o.c. edge m Main House: Floor 271 pif 23137' OSB w/ Blocking nailing and 6' o.c. Sheet 116 O (Shear) 25761b at intermediate supports Stud and (1) 5/8" dia. Threaded Rod /GS 5/17/05 TWO-STORY THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION NFI,V pROFE5S10�Pp�t`` - ''rrnnuuuwttt`` S -p 3 0 ZOOS MAIN HOUSE A6 I FASTENING SCHEDULE Location Force Connection FastenersRequired Ref Quantity as Main House: 2nd Story Sheet R Module to 1st Story 265 Of 16d toenails @ 4" o.c WA 15 in Module,, Location Force Connection Fasteners Required Ref Quantity Main House: 2nd Story to Simson Strong -Tie (2) 3/4" dia. Bolts in 2"x6" Double Sheer 15t Story Shearwall 2576 HD5A Stud and (1) 5/8" dia. Threaded Rod 13 E - Right and Left through floorto Additional HD5A m Main House: 2nd Story to Simson Strong -Tie (2) 314" dia. Bolts in 214" Double Sheet O 1st Story Shearwall 25761b HD5A Stud and (1) 5/8" dia. Threaded Rod - Front and Rear through floortr Additional 1-05A13 /GS 5/17/05 TWO-STORY THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION NFI,V pROFE5S10�Pp�t`` - ''rrnnuuuwttt`` S -p 3 0 ZOOS MAIN HOUSE A6 I FASTENING SCHEDULE Alternate Shearwall Fastening Original 7/16" OSB, 8d @ 3" OC panel edges 12" OC int supports 7/16" OSB, 8D @ 6" OC 12" OC int supports 7/16" OSB, 8d @ 4" OC 12" OC int supports Alternate 7/16" OSB, 15ga x 2" @ 2" OC panel edges 6" OC int supports 7/16" OSB, 15ga x 2" @ 4" OC panel edges 6" OC int supports 7/16" OSB, 15ga x 2" @ 3" OC panel edges 6" OC int supports Location Force Connection Fasteners Required Ref Quantity Garage: Roof to 1st / 2nd Simpson Strong -Tie (8) 8d nails in truss / rafter Sheet Garage: Roof (Shear) Story Wall, Within 6'0" of 306 plf H6 @ 32" o.c. and (8) 8d nails in stud 7 67 plf Corner - Rafter to Stud (every other stud) (Suction) supports Garage: Roof to 1st / 2nd y Simpson Strong -Tie (8) 8d nails in truss / rafter Sheet 1 x 27 nails Story Wall, Not within 6'0" 214 plf H6 @ 32" o.c. and (8) 8d nails in stud 7 Sheet 12 of Corner - Rafter to Stud (Suction) (every other stud) 12' O.c. at intermediate a Garage: 1st Story Module Simpson Strong -Tie (13) 10d nails into stud, o to Foundation, Within 6' 0" i Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet Force mof Corner -Stud to 240 plf @ 48" o.c. masonry screws in 14 Masonry/Concrete - Rear Sheet (every 3 studs) foundation wall to Sill Plate - Left, Right, 119 plf o Garage: 1st Story Module 15 Simpson Strong -Tie (13) 10d nails into stud, and Rear U V_148 to Foundation, Not within Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet a 6' 0" of Corner - Stud to plf @ 48" o.c. masonry screws in 14 119 plf D.C. w/ 12" min. embed. In Masonry/Concrete - Rear. Sheet (every 3 studs) foundation wall Concrete OR 15" min. Garage: 1st Story Module 15 Simpson Strong -Tie (13) 10d nails into stud, and Rear embed. In Masonry to Foundation, Within 6'0" Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet of Corner -Stud to 240 plf @ 16" o.c. masonry screws in 14 272 plf 16d Nails at 3" o. c. Masonry/Concrete - Front. Sheet (every stud, supports) foundation wall to Sill Plate - Front Garage: 1st toryModule 15.1 ImpsonStrong- I le nails Into stud, to Foundation, Not within Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet 12" dia. Anchor Blolts @ 3' 6' 0" of Corner -Stud to 148 plf @ 16" o.c. masonry screws in 14 272p If o.c. w/ 12" min. embed. In Masonry/Concrete - Front Sheet (every stud, @supports) foundation wall Foundation - Front Concrete OR 15" min. 15.1 Location Force Connection Fasteners Required Ref Quantity (24) SDS 0.25"x2.5" Wood Location Force Garage: 1st Story Interior Panel Simpson Strong -Tie Screw s in 2"x6" Double Stud Sheet 124 plf W Shearwall to Foundation - 64961b HHDQ11-SDS2.5 and (1) 1" dia. Anchor Bolt w/ 13 To -c- panel edge nailing Front 12" min. embed. In Concrete OR 1/2" GWB w/ 1 1/4" Type Garage: 1st Story Wall - 653 pit 15" min. embed. In Masonry S or W k6 drywall screws Sheet 10.1 we Front 3" o. c. panel edge nailing (2) 3/4" dia. Bolts in 2"x 6" y Garage: 1st Story @ 4" D.C. panel edge Double Stud and (1) 5/8" dia. Sheet O Shearwall to Foundation - 2576 Ib Simpson Strong -Tie HDSA Anchor Boftw/ 12" min.embed. 13 82 plf 7/15' OSB w/ 8d nails @ Rear, Left, and Right Sheet 10.2 In Concrete OR 15" min. embed. 5' D.C. panel edge nailing In Masonry Alternate Shearwall Fastening Original 7/16" OSB, 8d @ 3" OC panel edges 12" OC int supports 7/16" OSB, 8D @ 6" OC 12" OC int supports 7/16" OSB, 8d @ 4" OC 12" OC int supports Alternate 7/16" OSB, 15ga x 2" @ 2" OC panel edges 6" OC int supports 7/16" OSB, 15ga x 2" @ 4" OC panel edges 6" OC int supports 7/16" OSB, 15ga x 2" @ 3" OC panel edges 6" OC int supports THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT MATH THE PUN! AND SPECIFICATIONS ASSOCIATED MATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTI BOTH ON FILE MATH THE DIVISION NEW o7gjle ?C1`� q��Ii IDEALEK:l-UIUKtsUKKUUNUINUj UA 3///U5 Ktv: b/1rmo(Z) U—IU/LU4-14 GARAGE A7 Integrity Building Systems, Inc, I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY FASTENING SCHEDULE Location Force Sheathing Connection Reference 104 plf 7/16 in. x 1 12 in. 16 ga. Garage: Roof (Shear) 7/15' OSB w/ Blocking Staples at 4" o.c. panel edge Sheet 6 67 plf and 4" D.C. at intermediate r (Suction) supports y 1 x 27 nails U=) Garage: Wall (Non- 40 plf 7/15, OSB O.c. panel edge nailing and Sheet 12 Shearwall) (Suction) 12' O.c. at intermediate supports i I Location Force Connection Fasteners Required Ref Quantity Garage: 1st Story Module Sheet to Sill Plate - Left, Right, 119 plf 16d Nails at 5' D.C. N/A 15 and Rear a t Garage: Sill Plate o 12" dia. Anchor Blolts @ 4' c Foundation -Left, Right, 119 plf D.C. w/ 12" min. embed. In N/A Sheet Concrete OR 15" min. 15 c and Rear embed. In Masonry 0 U T Garage: 1st Story Module 272 plf 16d Nails at 3" o. c. WA Sheet :5 to Sill Plate - Front 15.1 to 12" dia. Anchor Blolts @ 3' Garage: Sill Plate to 272p If o.c. w/ 12" min. embed. In N/A Sheet Foundation - Front Concrete OR 15" min. 15.1 embed. In Masonry Location Force Exterior Panel Interior Panel Reference Garage: 1st Story Wall - 124 plf 7/16" OSB w/ 8d nails @ Sheet 8 Left and Right To -c- panel edge nailing 1/2" GWB w/ 1 1/4" Type Garage: 1st Story Wall - 653 pit 7/16" OSB w/ 8d nails@ S or W k6 drywall screws Sheet 10.1 we Front 3" o. c. panel edge nailing y @ 4" D.C. panel edge Garage: 1st Story Wall - 82 plf 7/15' OSB w/ 8d nails @ Sheet 10.2 Rear 5' D.C. panel edge nailing THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT MATH THE PUN! AND SPECIFICATIONS ASSOCIATED MATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTI BOTH ON FILE MATH THE DIVISION NEW o7gjle ?C1`� q��Ii IDEALEK:l-UIUKtsUKKUUNUINUj UA 3///U5 Ktv: b/1rmo(Z) U—IU/LU4-14 GARAGE A7 Integrity Building Systems, Inc, I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY FASTENING SCHEDULE FACTMY RIPPLED / FEW INSTALLED RIDGE KNT I2'-0" (IY CC MSS SPAONG) a o 0 0 0 0 FAUCRY RPPLED / FlEID INSTALLED EXTERIOR LGNT o®o a® oo llflFM0-F LF 000 FRONT ELEVATIONSTOGPMSEABy ND RAILINGS IY-V Ox' M MUSS SPACING) T vi� T ® sATETr SAM I.YVYM1►Y czAzco ry����a ,MED uco , �`h. Ally' ®ASE PAW. TENNY3CiN• - �. =rK ALM7 •••`••.YItt1••.• ay i �• a i • •� m REAR_ FI ,VATION i . • . tv N• d : Ef ,o THE PLANS AND SPECIFlCATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT NTH THE PLANS OV/�l.7 , 005 AND —03-02 AND ASSOCIATED ATH APPROVAL TT M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE NTH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2 C197204-2FRONT 8L REAR EL1 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELEVATIONS RIGHT ELEVATION Integrity Building S stems, Inc.DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2 C197204-2 SIDE EL2 9 y g y CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELEVATIONS & = f �• FT F1 FVATION qp �A•• /<'�/��! THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET O �����•„►*, ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION ri P9T n e)nnr Integrity Building S stems, Inc.DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2 C197204-2 SIDE EL2 9 y g y CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELEVATIONS WP 4 4 r XL -WPX -iWP AOF[1 10XL -� NP V GFCI 8 WP TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT NTH THE PLANS AND SPECIFICATIONS ASSOCIATED MATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION OCT 2 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 (2) C197204-2 FIRST FLOOR E1 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN I I I 1 i r----1 110$i L—JLJ ' 3 3 qp I 3 6 _� 6 11 21 L --J J 6 5! 2 11 ;O I I I L----� '❑2 2 I ----_--- L 4 1I i i J I 3 I I 2 I I I I I I I I I I I I 6 I g 3 3 75 I r____ ___ _____________ __ _ -------------------------------------- I 5 O 10 -L 17 -- 81 I I L 10 I 8 I 7 FL- i 9 SD j I 8 I 5 -__ O I I 17 i I I I I II I 1 1 I I � I 7 15 II � II I 15 �________________________ I ____________________________.,i 8 I I I r--1 I II I 1515 10 _ 70 8 8 B 10XL -� NP V GFCI 8 WP TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT NTH THE PLANS AND SPECIFICATIONS ASSOCIATED MATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION OCT 2 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 (2) C197204-2 FIRST FLOOR E1 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION OCT 2 2005 Integrity Building Systems, Inc. uEALER:1-UIURESURROUNDINUS DATE: 3/7/05 REV: 5/17/05 2 C197204-2 SECOND FLOOR E2 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN er ------i 2832 28 O O O i _________ r - 32 28 0 0 32 33 __ PL 33 I T__ I I I I I I I t I 3A 36 36 i3 I I I I 28 ---------------------- _� f- — , 9PC 33 I 32 SD 9 O Q 9 i i 9 CA ---------- SD_____.� SD ------) 28-L-1 r___. 9 32 -9 -____ I 9 30 30 I SD i i 9 SD I 34 34 I i31 I 31 FLOOR RECFP I r____________________ J 30 FLOOR RECEP 34 1 I I I 31 I I I I 30 I I I 1 I I 34 I I I 1 i L I L_____-------------------------------- t I I I I I I I I 30 30 I I I I 34 34 IFEEEEEEEErr TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION OCT 2 2005 Integrity Building Systems, Inc. uEALER:1-UIURESURROUNDINUS DATE: 3/7/05 REV: 5/17/05 2 C197204-2 SECOND FLOOR E2 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELECTRICAL PLAN 1) Water heater, washer, and dryer installed in basement and wired by others if not shown on plan 2) Microwave, dishwasher, garbage disposal, whirlpool circuits are optional 3) Water heater wired by factory - crawl space models 4) Dryer and range receps are optional 5) Self cleaning ranges and wall ovens wired per manufacturer's installation instructions 6) Reserved 7) Furnace circuit is optional (crawl space models) and installed in basement by others (basement models) 8) Pre -wired basement smoke detector provided by factory and mounted between floor joists 9) One auto -setback thermostat shall be provided per dwelling unit ELECTRICAL SYMBOLS $3 15 AMP, SWAY SWITCH @ 42' AFF $ 15 AMP, SINGLE POLE SWITCH @ 42' AFF Qb 15 AMP DUPLEX RECEP @ 15' AFF WPO WEATHERPROOF GFCI EXTERIOR RECEP GFI0 GROUND FAULT RECEP 0 240 VOLT RECEP Panel Box Schedule (200 Amp) RECESSED SPOT LIGHT 1'Vr' Circuit# Description Wire Breaker Circuit# IDescription Wire Breaker 1 Kitchen GFCI 12-2 20 Amp 2 1 General Light 14-2 15 Amp 3 Kitchen GFCI 12-2 20 Amp 4 General Light 14-2 15 Amp 5 Washer 12-2 20 Amp 6 General Light 14-2 15 Amp 7 1st Floor Bath GFCI 12-2 20 Amp 8 General Light 14-2 15 Amp 9 Smoke Detector (AFCI) 14-2 15 Amp 10 General Light 14-2 15 Amp 11 13 Electric Range 8-3 40 Amp 12 14 Dryer 10-3 30 Amp 15 Study 12-2 1 20 Amp 16 General Light 14-2 15 Amp 17 Microwave 12-2 20 Amp 18 Exterior Recaps (GFCI) 12-2 20 Amp 19 Refrigerator 12-2 20 Amp 20 Dishwasher 12-2 20 Amp 21 General Light 14-2 15 Amp 22 Garbage Disposal 12-2 20 Amp 23 25 Dining Room Furnace (see notes) 12-2 12-2 20 Amp 20 Amp 24 26 Water Heater 10-2 25 Amp 27 Garage Recaps (GFCI) 12-2 20 Amp 28 General Light 14-2 15 Amp 29 Garage Lights 14-2 15 Amp 30 General Light 14-2 15 Amp 31 General Light 14-2 15 Amp 32 General Light 14-2 15 Amp 33 General Light 14-2 15 Amp 34 General Light 14-2 15 Amp 35 36 2nd Floor Bath GFCI 12-2 20 Amp 37 38 39 40 1) Water heater, washer, and dryer installed in basement and wired by others if not shown on plan 2) Microwave, dishwasher, garbage disposal, whirlpool circuits are optional 3) Water heater wired by factory - crawl space models 4) Dryer and range receps are optional 5) Self cleaning ranges and wall ovens wired per manufacturer's installation instructions 6) Reserved 7) Furnace circuit is optional (crawl space models) and installed in basement by others (basement models) 8) Pre -wired basement smoke detector provided by factory and mounted between floor joists 9) One auto -setback thermostat shall be provided per dwelling unit ELECTRICAL SYMBOLS $3 15 AMP, SWAY SWITCH @ 42' AFF $ 15 AMP, SINGLE POLE SWITCH @ 42' AFF Qb 15 AMP DUPLEX RECEP @ 15' AFF WPO WEATHERPROOF GFCI EXTERIOR RECEP GFI0 GROUND FAULT RECEP 0 240 VOLT RECEP RS RECESSED SPOT LIGHT 1'Vr' WEATHERPROOF XL EXTERIOR LIGHT DC FAN / LIGHT 6COMBINATION . DUCTED TO EXTERIOR (50 CFM) JB JUNCTION BOX {PCF PULL CHAIN LIGHT 1/2 SWITCHED 15 AMP DUPLEX RECEP @ 15' AFF RANGE HOOD W / LIGHT (100 CFM) DUCTED TO EXTERIOR ® CARBON MONOXIDE ALARM TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION • p • , e N4� FAW.1WNNY90N •, 10 ab 0 AUVRT i .� r s'9•.�,op,{ 17,086 • � OC i 2 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 (2) C197204-2 PANEL BOX E3 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY I SCHEDULE SURFACE MOUNTED LIGHT Q THERMOSTAT @ 42' AFF D SURFACE FLUORESENT LIGHT 0 TV JACK@15'AFF DC DOOR CHIME TF DOOR CHIME TRANSFORMER SD AC / DC SMOKE DETECTOR . PHONE JACK @ 15' AFF. PANEL BOX ® CARBON MONOXIDE ALARM TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION • p • , e N4� FAW.1WNNY90N •, 10 ab 0 AUVRT i .� r s'9•.�,op,{ 17,086 • � OC i 2 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 (2) C197204-2 PANEL BOX E3 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY I SCHEDULE FACTORY SUPPLIED/ FIELD INSTALLED RIDGE VENT (16 SI / LF) WOOD TRUSS @ 16" 12 ] 2X4 HINGED KNEE WALL 20 YEAR FIBERGLASS SHINGLES OVER PLY -DRY ROOFING PAPER (ALT: 15# FELT) ICE PROTECTION SHALL EXTEND FROM THE EAVE'S EDGE TO A PONT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING (SEE R905.2.7.1) 12" OSB SHEATHING (32/16 SPAN INDEX) MARRIAGE WALLS FIRESTOPPED IN FIELD BY OTHERS DURING INSTALLATION ALL FRAMING LUMBER SHALL BE SPF #1/#2 UNLESS NOTED OTHERWISE SIMPSON H6 @ EACH TRUSS / ALUMINUM DRIP EDGE 2X6 FASCIA W /ALUMINUM FINISHED FASCIA ` PERFORATED VINYL SOFFIT (3.44 SI / LF) SINGLE 2X6 SPF STUD GRADE TOP PLATE DBL TOP PLATE RED D IF TRUSSES DO NOT ALIGN W1 STUDS R-19 FG W / KRAFT PAPER VB 2X6 SPF STUD GRADE @ 16" OC �— 7/16" OSB SHEATHING �— AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING VINYL SIDING ATTACHED TO SHEATHING �— DBL2X10 PERIMETER CONTINUOUS 2X4 (FLAT) DBL 2X6 PERIMETER R-19 FG W / KRAFT PAPER VB 2X6 SPF #2 @ 16" OC 7/16" OSB SHEATHING AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING VINYL SIDING ATTACHED TO SHEATHING DBL 2X10 SPF #2 PERIM 2X8 PRESSURE TREATED SILL PLATE (PROVIDED & INSTALLED BY OTHERS) FOUNDATION WALL INSULATED IN FIELD BY OTHERS (R-10 MIN) FOUNDATION WALL (PROVIDED & INSTALLED BY OTHERS) THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. BOTH ON FILE WITH THE DIVISION NEW 'R FES laga````` I SEP 3 0 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 2) C197204-2 CROSS I S1 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY SECTION R-38 FIBERGLASS W / KRAFT PAPER VAPOR BARRIER 5/8" GYPSUM 2X4 @ 16" OC. STUDS STRAPPED TO ROOF AND FLOOR BEAMS W 126 GA STRAPS. FASTENING PER FASTENING SCHEDULE. 0 12"GYPSUM ao (4) 2X6 CEILING BEAM BOLTED @ 6' OC W1 12" THROUGH BOLTS IN FIELD. SITE INSTALLED ZX6 (FIAT) VOIDS SHIMMED SOLID BEFORE BOLTING. OVER MARRIAGE WALL SEAM 2X10 @ 16" OC 2X10 @ 16" OC 5/8" THK X 2" WIDE PLYWOOD COMP STRIP (TYP - BEARING WALLS) 2X4 @ 16" OC. STUDS STRAPPED TO ROOF AND FLOOR BEAMS W / 26 GA STRAPS. o FASTENING PER FASTENING SCHEDULE. io 1/2" GYPSUM STEEL JOIST HANGER (TYP) 23/32' T&G OSB STURDI FLOOR (24" OC) PER FASTENING SCHEDULE 2X10 @ 16" OC 2X1 O @ 16" OC CONTINUOUS 2X10 (BY OTHERS) (6) 2X10 SPF #2 CENTER BEAM BOLTED @ V OC W/ 12" THROUGH BOLTS INFIELD. ALL SPLICES SUPPORTED. 13'-6" 4" STEEL COLUMN - SEE FOUNDATION PLAN FOR SPACING (PROVIDED BY OTHERS) MIN COLUMN CAPACITY = 14,000 # MARRIAGE WALLS FIRESTOPPED IN FIELD BY OTHERS DURING INSTALLATION ALL FRAMING LUMBER SHALL BE SPF #1/#2 UNLESS NOTED OTHERWISE SIMPSON H6 @ EACH TRUSS / ALUMINUM DRIP EDGE 2X6 FASCIA W /ALUMINUM FINISHED FASCIA ` PERFORATED VINYL SOFFIT (3.44 SI / LF) SINGLE 2X6 SPF STUD GRADE TOP PLATE DBL TOP PLATE RED D IF TRUSSES DO NOT ALIGN W1 STUDS R-19 FG W / KRAFT PAPER VB 2X6 SPF STUD GRADE @ 16" OC �— 7/16" OSB SHEATHING �— AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING VINYL SIDING ATTACHED TO SHEATHING �— DBL2X10 PERIMETER CONTINUOUS 2X4 (FLAT) DBL 2X6 PERIMETER R-19 FG W / KRAFT PAPER VB 2X6 SPF #2 @ 16" OC 7/16" OSB SHEATHING AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING VINYL SIDING ATTACHED TO SHEATHING DBL 2X10 SPF #2 PERIM 2X8 PRESSURE TREATED SILL PLATE (PROVIDED & INSTALLED BY OTHERS) FOUNDATION WALL INSULATED IN FIELD BY OTHERS (R-10 MIN) FOUNDATION WALL (PROVIDED & INSTALLED BY OTHERS) THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. BOTH ON FILE WITH THE DIVISION NEW 'R FES laga````` I SEP 3 0 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 2) C197204-2 CROSS I S1 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY SECTION EDGE RAIL FASTENED TO TRUSS HEADER W / (5) .131 X 3- (10E) NAILS PER TRUSS SPACING. 26GA STRAP FASTENED OVER SEAM WITH (3) 0.120 X 1 1/2' NAILS PER LEG. (IN FIELD BY OTHERS) WOOD TRUSS 0 16" OC GSL = 45 PSF, NAND SPEED =120 MPH 12 7 26 GA X 1 112'X 12' STRAPS W/ (14) 15 GA X 1' STAPLES OR (10) .120' X 1 1/2'NAILS PER END - UPPER LEG FASTENED IN FIELD BY OTHERS. TRUSS KING POST (2) 2X4 RIDGE BEAM -TOE NAIL MEMBERS WITH (5) .131 X 3' PO NAILS PER TRUSS SPACING (IN FIELD BY OTHERS) HINGED KNEE WALL KNEE WALL BOTTOM PLATE FASTENED TO KNEE WALL W1 (7) .131 X 3- NAILS OR (11) 15 GA X 7/16' X 2 1/T STAPLES PER CONNECTION KNEE WALL TOE NAILED TO KING POST PLATE W / (5) 160 NAILS AT EACH KING POST. 2X3 LATERAL BRACING DBL LAYER 3/4' THICK X" W DE PLYWOOD FIRESTOPPING DBL 2X8 ROOF BEAM INSTALLED IN FIELD BY OTHERS THROUGH BOLTED 0 8' OC WITH fn 1/T BOLTS IN FIELD BY OTHERS A KNEE WALL CONNECTIONS S2 SCALE: 1/2" = 1'- 0" 2 3/4" PLYWOOD COMPRESSION STRIP W / THICKNESS EQUAL TO CEILING GYP THICKNESS 2X6 SPF STUD GRADE TOP PLATE - DOUBLE TOP PLATE IF TRUSSES DO NOT ALIGN W / STUDS (3) .131 x 3' NAIL TOE NAILED THROUGH BOTTOM CHORD TO TOP PLATE FROM EACH SIDE (W / SIMPSON ANCHOR OR EQUAL) \ 2X6 SPF STUD GRADE SUB -FASCIA FASTENED TO TRUSSES W / (3) .131 X 3' NAILS PER TRUSS SIMPSON H6 (OR EQUAL) a EACH TRUSS W / (8) Bd NAILS TO TOP CHORD AND (8) 8d NAILS TO STUD B TRUSS TO TOP PLATE wSCALE: 3/8" = V- C" 7/16" OSB SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE / FLOOR PERIMETER SEAM FASTEN BOTTOM EDGE OF SHEATHING W / 100 NAILS 0 S OC (ALT: 1 1/2"X 12' 26 GA STRAPS W / (8) 15 GA X 1' STAPLES PER END Q EACH STUD) TOE NAIL UPPER MODULE PERIMETER TO MODULE BELOW WITH 16E NAILS 04" OC. INSTALL 7116' OSB SHEATHING W1 IOD NAILS 6' OC AROUND PERIMETER. 7/16' OSB SHEATHING SHALL BE CONTINUOUS OVER TOP PLATE / COILING PERIMETER SEAM FASTEN TOP EDGE OF SHEATHING W1 100 NAILS Q 5. OC (ALT: 1 1/T X 12"26 GA STRAPS W/ (8) 15 GA X 1' STAPLES PER END @ EACH STUD) SIMPSON CS20 0 32' OC (MAX) FASTENED THROUGH SHEATHING TO STUDS WITH (10) 8I NAILS IN EACH STUD. (20 NAILS PER STRAP). STRAP LENGTH = CLEAR SPAN - 20'. C MODULE TO MODULE S2 SCALE: 3/8" = 1'- 0" SIMPSON MSTAM36 ® 48' OC (MAX). FASTEN TO STUDS THROUGH SHEATHING WITH (13) 10d NAILS PER STUD. FASTEN TO FOUNDATION WALL WITH (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS 7/16" OSB SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE/ FLOOR PERIMETER SEAM FASTEN BOTTOM EDGE OF SHEATHING W / 100 NAILS @ S OC ALT: SIMPSON LSTA9 WITH (6) 1 Od NAILS PER LEG (RED'D HATH SIMPSON PA51 CONNECTORS) ATTACH PERIMETER TO SILL PLATE WITH SIMPSON LTP4 CONNECTORS C 12- OC FASTENED TO BAND AND PLATE WITH (12) Sd X 1 1/2" NAILS PER CONNECTOR 7/16' SHEATHING INSTALLED W1 100 NAILS 0 6. OC AROUND PERIMETER (IN FIELD BY OTHERS) ALT: SIMPSON PA51 Q 4' OC WITH (9) 16d NAILS TO RIM JOIST AND 4' (MIM CONCRETE EMBEDMENT. CONNECT EACH STUD TO PERIMETER WITH (1) SIMPSON 1-STA9 0 EACH STUD. STRAPS FASTENED DIRECTLY TO STUDS AND PERIMETER BAND WITH (8) 10d NAILS PER LEG. (16 TOTAL) FOUNDATION WALL (BY OTHERS) D MODULE TO SILL PLATE S2 SCALE: 3/8" = 1'- O" THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS ANO SPECIFICATIONS ASSOCIATED MATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER" BOTH ON FILE WITH THE DIVISION NEW ,,ROPESS\o1, 1111111100 St 3 0 2005 Integrity Building Systems, Inc.DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 (2) G191ZU4-z stc i 1UN S2 g Y g Y CUSTOMER: MATTESSICH 111 I DRAWN BY: CS / GS TWO-STORY DETAILS FACTORY SUPPLIED / FIELD INSTALLED RIDGE VENT WOOD TRUSS @ 16" OC - ]�/ 2X4 HINGED KNEE WALL 5/8" GYPSUM (2) 1 12" X 11 1/4" LVL (E=1.8) CONCRETE SLAB (BY OTHERS) 20 YEAR FIBERGLASS SHINGLES OVER PLY -DRY ROOFING PAPER (ALT: 15# FELT) ICE PROTECTION SHALL EXTEND FROM THE EAVE'S EDGE TO A PONT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING (SEE R905.2.7.1) 12" OSB SHEATHING (32/16 SPAN INDEX) SIMPSON H6 @ EVERY OTHER TRUSS. TOE NAIL EACH TRUSS W / (3) .131 X 3 TOE NAILS THROUGH BOTTOM CHORD TO TOP PLATE ALUMINUM DRIP EDGE 2X6 FASCIA W /ALUMINUM FINISHED FASCIA PERFORATED VINYL SOFFIT (3.44 SI / LF) SINGLE 2X4 SPF STUD GRADE TOP PLATE DBL TOP PLATE REQ'D IF TRUSSES DO NOT ALIGN W/ STUDS +/-1" 2X4 SPF STUD GRADE @ 16" OC 7/16" OSB SHEATHING VINYL SIDING ATTACHED TO SHEATHING - DBL 2X10 SPF #2 PERIM (SEE PAGE A7 FOR FIELD FASTENING REQUIREMENTS) 2X8 PRESSURE TREATED SILL PLATE (PROVIDED & INSTALLED BY OTHERS) FOUNDATION WALL (BY OTHERS) THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION NEW A%FESSO 000 '1111/1111111100 SEP 3 0 2005 (Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2) C197204-2 I GARAGE S3 I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY SECTION SYMMETRICAL @ CIL -- 1/4' THK SOLID WOOD SHIM #8X 2'SCREWS @WOC- C9 X 15 CHANNEL - 08X2'SCREWS @WOC- 2X4(FLAT) 112'X 510 LVL 3/4' THK X 3 12' MADE SOLID WOOD BEARING STRIP OVER COLUMN (4) 2X4 SPF #2 SUPPORT COLUMN BEYOND 2X10 SPF 92 FLOOR JOIST @ 16' OC 23/32' DECKING RATED HANGER BLOCKING 0 COLUMN LOCATIONS 5/8' GYPSUM X6 SPF #2 CEILING JOIST @ 16' OC E "C" CHANNEL DETAIL 1 S4 SCALE: 3/8' = 1'- C" Integrity Building Systems, Inc. CHANNEL 2X6 (FLAT) C COLUMNS DBL 2X6 BLOCKING 0 COLUMNS 3/4'THK X 51/2'WIDE SOLID WOOD BEARING STRIP 0 COLUMNS (4) 2X6 SPF #2 SUPPORT COLUMN (n"C" CHANNEL DETAIL 2 S 4 SCALE: 3/8" = 1'- 0" BY: CS / GS TRIPLE 2X10 JOIST BEYOND HGA10 GUSSET ANGLE WITH (8) 1/4 X 3' SCREWS (3) 2x12 SPF #2 - FIELD FASTEN UPPER MODULE PLY TO LOWER MODULE PLYS WITH (2) ROWS OF #8 X 3' SCREWS @ 8' (BY OTHERS) PROVIDE CONTINUOUS 2X4 OPEN FOYER TRIPLE 2X6 BEYOND 1/2' PLYWOOD 5/8' GYSUM BEYOND G WIND BEAM DETAIL @ FOYER S4 SCALE: 1" = 1'- 0" THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT NTH THE PLANS AND SPECIFICATIONS ASSOCIATED NTH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER. BOTH ON FILE MATH THE DIVISION TWO-STORY NEW ` J''��x��AAROIFESS%o%J`` SEP 3 0 2005 SECTION S4 DETAILS L A R S O N D E S I %rN�! A hit ct • Engineers • Surveyors G R O U P P.O. Box 487 • Williamsport, PA 17703-0487 Phone (570) 323-6603 • FAX (570) 323-9902 JOB Integrity Building Systems, Inc. C197204-2 SHEET NO. Summary Sheet 1 OF p2 CALCULATED BY pLR DATE I I. -L) bI CS CHECKED BY ACDATEDATE SCALE Garage I— Summary The following information is provided as a summary of the calculations. The summary is intended to address the minimum requirements listed in the January 7, 2004 letter to the Factory Manufactured Home Producers. VIII I I I II ' i I Methodology This home is designed using engineered design methods accepted by the Residential Code of New York State (2002) and the Wood Frame Construction Manual - SBC High Wind Edition (1995). i I First Floor Forces Connections, and Fasteners Fasteners Required Ref Quantity Location I Force Connection Garage: Roof to 1 st / 2nd Story Wall, Within 6'0" of Corner - Rafter to Stud 306 plf Simpson Strong -Tie H6 @ 32" D.C. (every other stud) (8) 8d nails in truss / rafter and (8) 8d nails in stud Sheet 7 — — Garage: Roof to 1st / 2nd Story Wall, Not within 6' 0" of Corner - Rafter to Stud 214 plf Simpson Strong -Tie H6 @ 32" o.c. (every other stud) (8) 8d nails in truss / rafter and (8) 8d nails in stud Sheet 7 — - - a o a c Garage: 1st Story Module to Foundation, Within 6'0" of Corner - Stud to Mason /Concrete - Rear 240 plf Simpson Strong -Tie Connector MSTAM36 @ 48" o.c. eve 3 studs (13) 10d nails into stud, and (8) 1/4 x 2 1/4 Titan masonry screws in foundation wall Sheet 14 - - — — o wIf a Garage: 1 st Story Module to Foundation, Not within 6'0" of Comer - Stud to Mason /Concrete - Rear. 148 p Simpson Strong -Tie Connector MSTAM36 @ 48" D.C. eve 3 Studs,_foundation (13) 1 Old nails into stud, and (8) 1/4 x 2 1/4 Titan masonry screws in wall Sheet 14 — _ Garage: 1st Story Module to Foundation, Within 60" of Corner -Stud to Mason /Concrete - Front. 240 plf Simpson Strong -Tie Connector MSTAM36 @ 16D.C. eve stud, su orts (13) 10d nails into stud, and (8) 1/4 x 2 1/4 Titen mason ry screws in foundation wall Sheet 14" — -- _ arage: st toryModule to Foundation, Not within 6'0" of Corner - Stud to Mason /Concrete - Front 148 plf meson trong- le Connector MSTAM36 @ 16" D.C. (every stud, supports) ( 1 Od nails Into stud, and (8) 1/4 x 2 1/4 Titen masonry screws in foundation wall Sheet 14 — — — _ Location Force Connection Fasteners Required Ref Quantity _ c Garage: 1 st Story to(13) Foundation Shearwall - Left, Right, and Rear 9 2576 Ib (2) Simpson Strong -Tie Connector MSTAM36 10d nails into stud, and (8) 1/4 x 2 1/4 Titan masonry screws in foundation wall Sheet 13 — — ° d O Garage: 1 st Story to Foundation Shearwall - Front 604111, Connector MSTAM36 nails Into stud, 8) 1/4 x 2 1/4 Titen masonry screws in foundation wall Sheet 13 — — L A R S O N C) E S I G N Architects • Engineers • Survevors G R O U P P.O. Box 4B7 • Williamsport, PA 17703-0487 Phone (570) 323-6603 • FAX (570) 323-9902 JOB Integrity Building Systems, Inc. C197204-2 SHEET NO. 13 OF 15 CALCULATED BY - �� DATE CHECKED BY a3e DATE anni Garage) First Story Overturning connections WFCM - SBC (1995) 2.2.4 Required H Iddown Capacity T = vs x h WFCM - SBC (1995) Figure 2.2d @ 1 st Floor (1 st Story Module to Foundation) Right, Left, and Rear I S I i i i T= 322 plf x 1 8.0 ft. = 2576 Ib I I i it I i Ref. Append. # 1 (2) Simpson Strong -Tie Connector MSTAM36 w/ (8) 1/4 x 2 1/4 Titan masonry screws in foundation, and (13) 10d nails in stud. (Total Actual Load = Overturning Load + Uniform Uplift @ Edge x Tributary Area of Stud) (Allow. Ld.= 1870*2 = 37401 b > 2576 + 240plf * 4ft. = 3536 Ib) I Ref. Sheet 14 @ 1st Floor (1st Story Module to Foundation) Front T= 755 plf x 8.0 ft. = 6040 Ib Ref. Append. # 1 (4) Simpson Strong -Tie Connector MSTAM36 w/ (8) 1/4 x 2 1/4 Titen masonry screws in foundation, and (13) 10d nails in stud. (Total Actual Load = Overturning Load + Uniform Uplift @ Edge x Tributary Area of Stud (Allow. Ld.= 1870*4 = 7480 Ib > 6040 + 240plf * 4.5ft. = 7120 Ib) Ref. Sheet 14 Check Tensile Strength of Studs to Transfer Overturning Loads Assume 2 x 6 in. Spruce -Pine -Fir Double Studs i j :Net Area of Stud Max Bolt Dia. =,O # of studs = 2 A = stud quantity*(Wstud*Hsmd- (fastener dia.+ D )*Watud) = 16.50 int Allowable Tensile Stress i Fi = Ft Co Cr = 560 psi ANSI / AF&PA I NDS (1997) Table 2. .1 (Allowable Tensile Load j Pi = Fi A = 9240 Ib > 6040 Ib 'OKI HM444801 I HINGED MONO I I -0-10-0 1-2-14 10-6-11 13-5-0�O q V1 eq4'', 0-1 -0 1-2-'14 9-3-13 2-10-5 /1 � c: l' 26 "Wle nye `"r.w I o yp �o 01\ 8 JOHN P. KOZAL Wl (3) O.PL K I y . EA l; fQ) BEH 18 Conn. 206(1 •� - -` /JAils ..,` 7.00 V2 1 127 4- WIDE 7112 HINGED MONO 3EHIBDConn. 4x4 i5 Nt5pacinglJ-0 LOADING (pcQ TCLL 67.5 TOOL 10.5 BULL 15U BCDL IS.. ARISpacingl-00 OPDINO (psQ CLL .90.0 cOL 14.0 OLL -20.0 BGDL 20.0 639(lb) ' µ4� EA1/•Er CSI TC O.BO BC 0.79 WE 0.74 (MaBlx) 2x5\\ DEFL In (Inc) WHO Ud V.d(LL) -0.30 0.10 xZ 240 Ved(TL) 0.73 940 x219 TOO Hong(TL) 0.02 9 Ne Na (-Da�l/ Ona Face 1x4 II R� LUMBER TOPCHORD 2 X d $PF No. cap 13 q .GiD%"f. Tf 1' PLJ4'1E lq 1) Wind: ASCE 7-90; 120mph; h=3011; TCDL-4.2pef, BCDL-5U',f; Caton, eIlerk wlenul written eppmvel of the design engineer. - S72 X B SPE I SWF 15E, 7-B 2X4 FEE Stud B= 11 II;Exp C;endow,;,-C exletlar zono; comitoer left .... load l and vanal 10) Provlslons mast be made to pr event later.[ movement of Ne lop dwrd BOTCHORD 2 X 4 SPF 2109E 1.BE 111 10 9 1x4 II 2 - 1x4 II Sx 1-2-1 6-4-2 9 - 13-5-0 I 1-2-1. 5-1-4 &122 SPF 7-0-14 €c, I Ts :�9 WaeE.•;�4eg •�OM4L EN03�... SPBdng 2-0-0- LOADING (psH ".". TOLL 45.0 'COL T.0 BCLL 100 BCOL 10.0. Nt5pacinglJ-0 LOADING (pcQ TCLL 67.5 TOOL 10.5 BULL 15U BCDL IS.. ARISpacingl-00 OPDINO (psQ CLL .90.0 cOL 14.0 OLL -20.0 BGDL 20.0 Plane Increase 1.15 Lomberincrease 1.15 Rep Suave Inc, y S Code IRC20001AN5195 CSI TC O.BO BC 0.79 WE 0.74 (MaBlx) DEFL In (Inc) WHO Ud V.d(LL) -0.30 0.10 xZ 240 Ved(TL) 0.73 940 x219 TOO Hong(TL) 0.02 9 Ne Na PLATES GRIP kB20 171144 Mi 1411139 Wslghh 65 I6 Moa Hong NOTES 9) Truss member. chef not be cod, ch -110, sliced. notched or othdw§e LUMBER TOPCHORD 2 X d $PF No. cap 2 = 512(loed raze 5) 1) Wind: ASCE 7-90; 120mph; h=3011; TCDL-4.2pef, BCDL-5U',f; Caton, eIlerk wlenul written eppmvel of the design engineer. - S72 X B SPE I SWF 15E, 7-B 2X4 FEE Stud B= -126(loe d aa. 2) II;Exp C;endow,;,-C exletlar zono; comitoer left .... load l and vanal 10) Provlslons mast be made to pr event later.[ movement of Ne lop dwrd BOTCHORD 2 X 4 SPF 2109E 1.BE Max UpIIO tell expoaed;Lumber DOL=1.60 plain grip DOL -1.33. during Ransporta9an. Extreme am must be oliked rolamg the t.chord WEBS - 2 X 3 SPF Stud 'Encepl' 2 - -336(load ase 5) 2) TCLL: ASCE T.90; PB=45.0 art (ground maw); Category llt Exp C: Into place. X 4 Slud, 4-92 X4 SPF Na.2 9 - ee _. Partially Exp.; Q= 1.0 11) Take precau0on to keep Pe chordc In plane.any bending er M65ng.1 &122 SPF Gmv 2A) TOLL: ASCE 1-98; Pg= 40.0 pat (ground anmv); Category II; Ery D. the hinge plate must be repaired before the bulicho Is Wt into ce-los. 9-122 X 4 SPF 1650F 1.5E ax 2 = 11 Vitoad cam 2) Partially Exp.; C1=1.1 12) Tvises call be braced according to T.ROS HI.B:91, handling, SLIDER Left 2 X 4 SPF SIud 9 = gtO6.ad ase 2) 3) Roof design wow load has beenmcluced to amount for slope. Installing end bmdreg metal plate connraled wood Ranges. 0-10-12 4) Unbalanced snow loads have been considered for This design. 13) Thl. Buns has been designed to mee120M IBC Section BRACING FORCES (lb) First Land Case Only 5) This Was has been designed for 2.00 terse not roof lead of 31.5 psl an 2308.103.1:2000IRC N802. 10. TOP CHORD TOP CHORD overhangs non-comvnenl with other live lards. - SheaOndor2-5-6acyurllha. B.ceplandver9cale. 1-2 • 7 2-3 - 4811 6) TTI, Wss hes been deslgned for a 10.0 psi bobnm chord Ova load BOT CHORD- 34 - -1603 4-5 • 493 �nml with any other live loads per Table 1807.1 or IBC -00. n mmw Blyld ce111n9 direc0y ,,Hre or 9911 a a braving. i8 507 64 = -191 7) All plates are M1120 .blow unlen oVnwbm indicted. WEBS 7-0 -i7 9-12 = 392 0) Provide mechanical mnnedlon(by others) of Wss to bead, plate 2 Rows at l/3 pts 4-9 BOTCHORD capable of withetanding 33616 uplift atiolnl 2 and 48716 uplift at joint 9. 4 - 2-11 = 1204 10-11 = 1204E damarm«NobuM.lrc. naMcorMvpME no. NE UNE no."�'(/a��a�� ®WARNING. Verify design pammil and READNOTES REACTIONS gb/clye) 2. = 095th -3-B 9-10 . 1204 WEBS mom prnarsalslaxar.wcl.rm ml, 6,,"h w1ad xglaw,emmmmew¢rns h sa me.eLW«euuma oamwmuh Be ha«e.e«m«.eee umoacawlbnop woollo«emmn (�j{ 9 723/Mechanical S12 =453 ro,werwdr-g.rami•reapmever.eWMnp em1ev-nal.1 .ore,-..00elunnhrn l«M-ohn" rlmmtlMJvh memem mry. B = -O/Mechanical 4'11 = 441 4-13 - -977 adeXmrrlemparnb•elipb Mve ahBPYau•`grenrlrecrmbma n•pnrMmrMm•«Mw. AemAmr•I pammxab•drq d N•evxeaalrurbeM1 Ae (Lr'p�1�f(Iu`d�fr ffL 413 = -983 1013 = 57 rnpw.mosvmme BUMne dobe«.Tvgmmd pudann r.geMrq bMulbl.w«M ewaoL 9«m•.een.n.m«Ilw vaeaarr9. r«null osue Wmy sl«ams, agree gwwmw.m, • wTiesI no -I ruble. eM barge nerunm•Meam rwooso Mm rifer Rale Maule.5e] D'OMb Plan...o,-. or I'll, l 4.mnvMlgee-bagesura wOurn elahb• a rwxMd M.3e'unno.powdprcN@ Fc n /-1 Zq- 7M Job - - xr TrvxrT roe Oh vlr nu9mh n4 24257 HM444201 HINGED MONO NOV 0 7 2003 1 i $4'WIOETII2 HINGED k1ON0 (12'0'80%) Rel. If 2]41159 ll4257lForasl Products. Kentwood. MI -9512, 5.100 a May 302003 ]Tek Indoeblev, Inc. Thu Oct3t 08:9:102003 Rape -0-I1I0-01-2-14 9-3-12 11-9-0 - 0-10-0 f1-2-14 _ _ 5-0-14 2-5-4 I :. 'A�> ff''• / pF NE) \\11IIZEFOF '0 aW.Fn6F \\\\y�PIII� 26 c BJ\N <� 0' BEHIS --- µx.pr .. LJ L� q..AR 2 �JAi�/' a/rn11sP..���\\ ENOI9p 7.00 t2 "Y 9- ',O- (( 11 /10/03 DENIED .4x4 11Conn. 53d(Ib( 4 2x5 One Face mS ax -_�HEA w -A�7"/ a n a g SIDEj�PT~ 1-2-14I - 11-9-0 pLh TE 62 Plata Oliside %Y: 0-1-7 5:0.0-11Spacing 2.0-0 l4-0 aL .ng1-0-0 LOADINGfpsO ps0LOADING Ipsoplates C51 UEFL In (hoc) Vtlell Vd PIATEB GRIP TCLL 45.0 MZ�O-1-7Z0. 17.5 TCLL 90-0Lumber invease 1.15 TC 0.81 Ver LL -0.32 940 `429 240 M120 19T/td4 TCDL ).0 0.5 TCDL 14.0 Increase 1.13 BC 0.30 VruUTL) .0.51 9-10 >720 180 Mille 141]138 'CLL 100 50 BCLL 30.0 Rev Stress Inv YES WB O.eB HOrsTL) 0.02 B nla nle 9WL 10.0 5.0 BCO 20.0 Code IRC200WANS195 IMeMx) Welghl: ST lb LUMBEM1FORCES (N)-FlrslLoadCaa•OnlyTOPCHORD; Z %4 TOP CHORD capable of withslandtng 317 ite uplift allohl2 and 43316 uplift aljolnl9. 1 5-T 2 %.6 SPF Na.2 1-2 = ] 2-3 - -1435 9) Trunks members shall not be cul, drilled, shoed, notched or otherwise BOT CHORD 2%4SPF 1550E 1.5E 3-4 --1423 4-5 - 43U altered without wrlllen approval of Ne design anglnem. YIEBS 2X 4 SPF SNd'Eacepl' 5_6 =-M2 6-T =-ITS 10) Provisions most be made to prevent lateral movement Me Me chord 440 ZX 3 SPF Stud. &112 %6 SPF No.2 T -B = -1117 9-11 = -331 during banapodaUon. Exbema are must be belted miaflng the lop chord SLIDERBOT CHORD Wallace. Lell 2% 45PF Stud 04012, 2-10= 1049 9.10 = 1049 11)Take Wea.0. to keep Ula elmrds In plane. any bendingpr Weling of WEBS the hinge plate must be repaired before the building is put true [r rviver. BRACING 6-11 - -379 4-10 - 453 12) Trusses shell be braced according to T.P.I:S H.1,B:91, handling. TOP CHORD" 49 - 459 Installing and tomIng metal plale connected wood" ae5. Sheathed or 3=1-0 ve pul[vs. amapt and emals. 13) Tide We. hes been designed 1. mae12000 ISO SeNon " BOT CHORD', NOTES 2308.10.7.1:2000 VIC R602.10 . Rigid calling dlseclly applied or 8-1040 to bracing. 1) Wind: ASCE 7.95; 120nph; 1,=30fg TCDL4.2,0,, BOOL=6.MwJ; Cal,ce, WEDS II; Exp C; endosed;C-C exterior sone: anelever tan exposed ; eM vaAcal 1Rmv at mldpi 4-9 IeE erPosad:Lumber DOL -1.60 plate pulp DOL=1.33. REACTIOHS�(I aha) 2)TCLL ASCE 7-98; part 45.0 pst(ground snow); Calegory ll; Ery C; 2 = TM Partially IN, 198; -ch of l 0 -, 6DN.,l 2Pga) ASCE P =40.0 psf (9roland snow); Category II Ery C; 9- B ry ; 0 OlMecbanlral ImIcal partially Ery.; 1.1 Max Hors 3) Rebalanced design snow load for su as een 2 = 44](loadase 5) erecauh Muslimslope. erew havebeenreduced beena Forhislead = B .1]6(load ase 2) as beeleadshava 5) This Mae. net off 3 l far .of load 0131.5 pal on HEAD NOTES um•w,m Fm.el npew,.... eemsl6.'a.xeno E Ala.OpN1 gas n-comerment wnh other.000mes. Other live loads. ,A WARNING parame(ers and Fwp•hemgaF+am F+npnpsly. pFAHp rungs. an "ay "ay r-1 �/•yr���\�� =-31]loadase5 ( ) 51TMSWaahasbeendehgned vvv,wydesign 5)Than ash as been resigned! live load rear en henna gn warwmp•ram,len rl�e+n,.Malwm MdMm bmkagav=pwnM l•pn FAnbe nkb•eetl.MloM.h9Ana den 'M pnpn.m.un" 9 - -033 lead ose 5) leads pep abollomd1oa, er 1607.1 oI IBGtt, neprepe Mmw4waawtlednawn.Ibr,xpwnbm_.-se a,elgnn.MMxawlenn. B Wwtl euppee e1Ma14ud.a4 mwnbnh eery. t eAL t 7OnNnwem any her liveleadsotherwise a[crav w s,Ivlm+•hlw Tl al plalea are Mnzo plates unless othervA[e lndlated. nam+mel l.mpvnr are 1120 prh 1enex.rl.mlrau'l-r-o'mehn,.wpm.emrytl•.. nenvs"I.., pm•n.nl..,wln. mnr.n,eochln.een LLy1L(,d�'xa'n1aIJB/ 2 - to24roed oev 2) �•epmtlbMYmwe bwmry only^n. xw MwMryl4no nP pbMxmlw.w•ml vrnrd.amge.aa.•n.nwnmMa•tlq. ama.d rive w.mr slene•.a. stere 9 = ]OBll.ada . 21 perie, .s., ewv1.l ve I'M 11 bakeryb.lvvks,.'. 9nxrp nexmmmeneeeen,MnpN 1- T- nzw.1.1. eel VO .Mr,, l.l.4xm.\YI [)ria J. mNAeAa alar.......- tele. IAOJ .Url+end Fwal RvtlaO. Yr= CARSON 5.1, .OB 'r` -S SAX F '• f y; 't Architects Engineers Surveyors DESIGN -m.,:..-,,,,.. SHEET NO. Q R of p .M,.,r. ..... ..,..,�.. .. ..�.,,. By L G R O U P CALCULATED DATE P.O. Box 487 • Williamsport, PA 17703-0487 y �'( Z9 105 - Phone (570) 323-8803 a FAX (570) 323-9902 CHECKED By DATE L A R S O N un"' D E S I G Architects • Engineers • Surveyors G R O U P P.O. Box 487 • Williamsport, PA 177D3-0467 Phone (570) 323-6603 • FAX (570) 323-9902 JOB Integrity Building Systems - C197204-2 SHEET NO. OF CALCULATED BY JLW DATE 6/29(/2005 CHECKED BY a)i= DATE 11If q / 05" SCALE STEEL STRAP DESIGN Garage T I4+ CONNECTION: Knee Wall to Kingpost Connection - Max Tension in Strap - 639 , Ib Load Factor = 1.33 � ( For Steel Strap) p) Strap Gauge = 26 Nail Size = 0.120 ' dia. x 1.5 Length Strap Thickness= 0.0179,in j j Strap Width = 1.5 in Lateral Capacity of Nail, Z = 43.9 ilb Steel Fy = Steel Fu = 33 53 ksi ksi l � II �� I I Capacity of Steel Strap: j i Lesser of: 0.6(Fy)(Ag)(Load Factor) x.707 Ib or I 0.5(Fu)(An)(Load Factor) Sr .831 Ib An = (Strap Width) - (Nail Dia. + 1/16") 1-3175in2 Strap Capacity =1707.1`' Ib > 639Ib 'OK i � Lateral Capacity acit p y of Nails: I i Load Duration Factor: (1997 NDS 2.3.2) Z'= CID *Cd*Z= 70.2 lb I CD= 1.6 I I � I I Penetration Depth Factor: (1997 NDS 12.3.4) Cd Cd = p/12D =1 1.00 's 1 1 SII i i Nails Required: #Nails Req'd = 639 lb 10 Nails @ each end of Strap 1 70.2;'.'- Ib/nail I (01 SInnT eBaong�Tie The new CS14 offers another option, with greater loads, in 11/4" width. CMSTC provides nail slots for easy installation and coined edges for safe handling; it can Typical CS Installation be cut to length. CS are continuous utility straps which can be cut to length on the job site. as a Floor -to- Floor Tie Packaged in lightweight (about 40 pounds) cartons. (CMST requires FINISH: Galvanized Some products available in Z -MAX; see Corrosion -Resistance page 5 minimum 2-2x studs) INSTALLATION: • Use all specified fasteners. See General Notes. TotalTension L • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. End L • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fasteners See footnote d2. Fewer nails may be used; reduce the allowable load by the code lateral load SPF/HF Cut Length for each nail subtracted from each end. Allowable Loads 1033) • CMST only—Use every other round hole if the wood tends to split. Use round and triangle Nails not holes for comparable MST loads, providing wood does not tend to split. required in • For lap slice information, request Technical Bulletin T-CMST. clear span CODES: See page 10 for Code Listing Key Chart. 86-16d ® Available with additional corrosion protection. Check with factory. Model No. TotalTension L 6a End L DFISP Cut Length Fasteners End L SPF/HF Cut Length Fasteners Allowable Loads 1033) Nail Spacing (in a row)) code Ref. Horizontal Loads Code No. 39' Clear Span +78' 86-16d 45' Clear span +90' 100-16d 9235 135' Nails Oty Dia (133 & 160) (133) T (160) 45' Clear Span +90' 100-1 ad 51' Clear span +102' 114-10d 9235 13S HSA32 CMST12 40' 12 76' Clear Span +152' 86-16d 89' Clear $pan+ 178' 100-1 Bit 9235 3W 3,39, 3, 39, 88, HSA50 3 ga x 3 89' Clear Span +178' 100-10d 101' Clear span +202' 114-10d 9235 3'k' 97,104, 30100 — 6940 8330 30' Clear Span +60° 66-16d 35' Clear span a 70' 76-16d 6490 13Y 121, 34' Clear Span +68' 76-iOd 40' Clear span +80' 88-10d 6490 134' 128 CMST14 52'h' 14 59'-. Clear Span+118' 66-16tl 68' Clear spam 136' 76-16tl 6490 31h' Clear Span: 136' 76-10d - 78' Clear span +156' 88-1 Oil 6490 3'h' 23' Clear Span +46' 56-16d sinkers 27' Clear span +54' 66-16d sinkers 4585 1'h 160 CMST0I6 54' 16 45' Clear Span +90' 56-164 sinkers 52' Clear span +104' 66-164 sinkers 4585 3' C314 100' 16' Clear Spar+.32' 30.10d 19' Clear span +38' 34-10d 24910 2Yi 128 CS14-R 25' 14 16' Clear Span +32' 30-10d 19' Clear span +38' 34-10d 2490 csi6 150' 14' Clear Span +28' 26-8d 1T Clear span +34' 30 -so 1705 CS16-R 25' 18 12' Clear Span+24' 22-10d 15' Clear span +30' 26-10d 1705 C5185 100' 12' Clear Span +24' 22-8d 15' Clear span +30' 26-8d 1370 3,9, 39, C518S 200' 18 1o'- Clear Span +20' 18-10d 12' Clear span +24' 20-10d 1370 62, 88, CS18-R 25' 40' Clear Spad+20- 18-10d 12' Clear span +24' 20-10d 1370 21G6' 1D4, OS20 250' 10' Clear Span a 20' 18-8d 12' Clear span +24' 20-8d 1030 121, CS20-R 25' 20 8' Clear Span +16' 14.10d 10' Clear span +20' 16-10d1030 128 C522 300' 8' Clear Span+16' 14-e6 10' Clear span +20' 16-8d 845 C522 -R 25' 22 T Clear Span +14' 12-1 Od 9' Clear span+l8' 14-10d 845 1. Loads include a 33% or 60% lead duration increase on the fasteners for seismic or wind loading, but DO NOT include a 33% stress increase on the steel capacity. Refer to page 12 for further explanation. 2. Use half of the nails in each member being connected to achieve the listed loads. 3.Calculate the connector value for a reduced number of nails as follows: Allowable Load = No. of Nails Used x Table Load No. at Nails in Table Example: CMSTCI6 in DF/SP with 48 nails total. Allowable Load = 48 Nails (Used) x 4565 lbs = 3930 16s (Half of the nails in each member being connected) 56 Nails (Table) A high value seismic tie for horizontal ties across intervening members. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: See page 10 for Code Listing Key Chart. Typical HSA Installation 1.Allawable loads have been increased 33% and of 31h' min. thickness with bolts in single shear. 50% for earthquake or wind loading with no further 3. Bolt and nail values may not be combined. increase allowed; reduce where other loads govern. 4.Only SA36 can be field -bent for other 2.Allowable loads assume a restrained member intermediate beam widths. 1'A for min. number mw aaw¢ � tn.'w CS16 Hole Pattern (all other CS straps similar) r Data i4raxc �� aw n• CMST14 Hale Pattern (CMST12 similar) W=16 16 GAUGE CMSTCI6 Hole Pattern Gauge stamped on part for easy identification �y. smna I Total Fasteners Allowable 0 0 Model Strap Avg Horizontal Loads Code No. Section L Bolts bit Nails Bolts Rel. Nails Oty Dia (133 & 160) (133) T (160) SA36 12 ga x 2'/,a 36 22-16d 4 Yz 6767 1900 1605 1900 HSA32 3 ga x 3 32 — 2 a/4 13600 — 1910 2290 HSA41 3 ga x 3 41 — 4 3/4 17600 — 3770 4520 3, 39, 88, HSA50 3 ga x 3 50 — 6 a/4 21600 — 5470 6400 121 HH 3 ga x 3 59 — 8 a/4 30100 — 6940 8330 HSAM 3 ga x 3Ya 68 — 10 a/4 34200 — 8350 10020 1.Allawable loads have been increased 33% and of 31h' min. thickness with bolts in single shear. 50% for earthquake or wind loading with no further 3. Bolt and nail values may not be combined. increase allowed; reduce where other loads govern. 4.Only SA36 can be field -bent for other 2.Allowable loads assume a restrained member intermediate beam widths. 1'A for min. number mw aaw¢ � tn.'w CS16 Hole Pattern (all other CS straps similar) r Data i4raxc �� aw n• CMST14 Hale Pattern (CMST12 similar) W=16 16 GAUGE CMSTCI6 Hole Pattern Gauge stamped on part for easy identification �y. smna I 0 0 0 0 Typical SA Installation with Saddle Hanger A -L Zt v h r 41] N t 137 Z TYPICAL ANCHOR BOLT SPACING 16 ILII 5-�=------------------------------- -------------------------------- .n - SIMPSON STRONG -TIE MSTAM36 0 48" OC (MAX) FASTENED TO STUDS WITH (13) 10d NAILS AND I FASTENED TO FACE OF FOUNDATION WALL WITH I (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS. TYPICAL 0 LEFT, RIGHT, AND REAR GARAGE WALLS. r�-----�°-------------------- ----------------------- 3 1 I 1/2" ANCHOR BOLTS LOCATED V FROM EACH CORNER OR PLATE END AND SPACED 0 3' OC. MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. I I LI" I I I I I I I I I I I I I I I I I I I r-7 I 1 o I L_J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 L-------------�-------------J SIMPSON STRONG -TIE MSTAM36 0 16" OC (MAX). FASTENED TO STUDS WITH (13) 10d NAILS AND FASTENED TO FACE OF FOUNDATION WALL WITH (8) 1/4 X 2 1/4 TITEN MASONRY SCREWS. APPLIES TO GARAGE FRONT WALL ONLY. r- ------- I I I I I I 1 1 1 1 --------------------------------------------------------� \ 1/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR I PLATE END AND SPACED 0 16" OC (18" OC MAXIMUM). MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. 4 1 I o I I o I I o I I o I I o I I o I 1 0 1 1 o I I o I -OO L_J L_J L_J L_J L_J L_J L_J L_J L_J J 1/2" ANCHOR BOLTS LOCATED i' FROM EACH CORNER OR 1/2" ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR PLATE END AND SPACED 0 18" OC. MINIMUM EMBEDMENT —PLATE END AND SPACED 0 18" OC. MINIMUM EMBEDMENT DEPTH SHALL BE 12" INTO CONCRETE. I DEPTH SHALL BE 12" INTO CONCRETE. I ----------------------------------------------------------- 1 1 I 1O INDICATES SIMPSON STRONG -TIE HHD011-SDS2.5 O2 INDICATES SIMPSON STRONG -TIE HD5A 03 INDICATES SIMPSON STRONG -TIE (2) MSTAM36 STRAPS ® INDICATES SIMPSON STRONG -TIE (4) MSTAM36 STRAPS ALTERNATE HD5A & HHDO11-SDS2.5 FASTENING: SIMPSON STRONG -TIE ACRYLIC -TIE ADHESSIVE WITH 18 3/4" (MIN) EMBEDMENT DEPTH. ADHESSIVE APPLIED PER MANUFACTURER'S INSTRUCTIONS. Inteqrity Buildinq Systems Inc, DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 RE 7 ^I IOT/'1�A[[O• AAATTCQQV•`I.J I11 nDAIATAI Qv• rrc inc THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED HATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE PATH THE DIVISION C197204-2 TWO-ST(7RY T, 079179 NOV 3 0 7.005 IUNDATION DETAILS F1.1 SIMPSON STRONG -TIE MSTAM36 0 48" OC (MAX) 4 ANCHOR BOLTS LOCATED 1' FROM EACH CORNER OR FASTENED TO STUDS WITH (13) 10d NAILS AND PLATE END AND SPACED 0 16" OC. MINIMUM EMBEDMENT FASTENED TO FACE OF FOUNDATION WALL WITH DEPTH SHALL BE 12" INTO CONCRETE. (8) 1/4 X 2 1/4MASONRY SCREWS. TYPICAL 0 ALL MAININ HOUSE EXTERIOR WALLS. 1O INDICATES SIMPSON STRONG -TIE HHD011-SDS2.5 O2 INDICATES SIMPSON STRONG -TIE HD5A 03 INDICATES SIMPSON STRONG -TIE (2) MSTAM36 STRAPS ® INDICATES SIMPSON STRONG -TIE (4) MSTAM36 STRAPS ALTERNATE HD5A & HHDO11-SDS2.5 FASTENING: SIMPSON STRONG -TIE ACRYLIC -TIE ADHESSIVE WITH 18 3/4" (MIN) EMBEDMENT DEPTH. ADHESSIVE APPLIED PER MANUFACTURER'S INSTRUCTIONS. Inteqrity Buildinq Systems Inc, DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 RE 7 ^I IOT/'1�A[[O• AAATTCQQV•`I.J I11 nDAIATAI Qv• rrc inc THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED HATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE PATH THE DIVISION C197204-2 TWO-ST(7RY T, 079179 NOV 3 0 7.005 IUNDATION DETAILS F1.1 5/e" TYPE "X" GYPSUM � a STRAP HEADERS Al & A2 TO EACH JACK STUD WITH (1) LSTA 18 ® EACH LOCATION Al A2 � I 9' X T GARAGE DOOR BY OTHERS 4 9' X T GARAGE DOOR BY OTHERS 4 6'-T- 17'-T" 24'-0" Tag Member Al (2) 1 1/2" x 9 114" LVL (E=1.8) A2 z A3 9 -LITE A4 4 _ 2868 A5 (3) 1 1/2" x 5 1/2" LVL (E=1.8) A6 (3) 2x6 SPF #2 A7 (3) 2x6 SPF #2 A8 (2) 2x8 SPF #2 A9 3i UTILITY r -15"I A6 p 3 29B SB 162 9 LITE BSS C 3 2868 Liv/Din 600 JJ 42 45 MIN DOOR 53 p W / SELF CL KITCHEN 7.2 4068BF 31O �J� r GA GE SUPPORT POST2 .-(3) 2X4 SPF #2 �(BY OTHERS) �' (3) 2X4 SPF #2 11'-81/2• 11'-81/2- 2 B STUDY 5/e" TYPE "X" GYPSUM � a STRAP HEADERS Al & A2 TO EACH JACK STUD WITH (1) LSTA 18 ® EACH LOCATION Al A2 � I 9' X T GARAGE DOOR BY OTHERS 4 9' X T GARAGE DOOR BY OTHERS 4 6'-T- 17'-T" 24'-0" Tag Member Al (2) 1 1/2" x 9 114" LVL (E=1.8) A2 (2) 1 112" x 9 1/4" LVL (E=1.8) A3 (3) 2x6 SPF #2 A4 (3) 1 1/2" x 5 1/2" LVL (E=1.8) A5 (3) 1 1/2" x 5 1/2" LVL (E=1.8) A6 (3) 2x6 SPF #2 A7 (3) 2x6 SPF #2 A8 (2) 2x8 SPF #2 A9 (1) C9 x 15 over (1) 1 1/2"x 5 1/2" LVL (per module) A10 (1) 1 1/2" x 11 1/4" LVL per module (E=1.8) 2668 2668 PANTRY PANTRY :24 2442 (4) 2X4 SPF #2 18'-4 1/2" e (4) 2x4 SPF #2 TYPE "X' GYPSUM A3 �T 2852 5'-T" BATH �0 #3 �J I> A3 2852 13'-9" 13' -Di' Req'd Light Req'd Vent STATAS BASED ON 16'-4112"1 A6 Br #1 9CEtLTNG HEIGHT 16.6 24210 wl CIRCLETOP FOYER I OPEN TO ABOVE 207 16.6 8.3 g'�ti 112421 2142_ ' Br #3 158 xux_ 13B41 _ n, 29B SB 162 824 BSS 22.8 12 Liv/Din 600 48.0 42 93 53 p 180 KITCHEN 7.2 22.8 31O �J� 1 2668 2668 PANTRY PANTRY :24 2442 (4) 2X4 SPF #2 18'-4 1/2" e (4) 2x4 SPF #2 TYPE "X' GYPSUM A3 �T 2852 5'-T" BATH �0 #3 �J I> A3 2852 13'-9" INDICATES SHEARWALL 1O INDICATES SIMPSON STRONG -TIE HHDO11-SDS2.5 O2 INDICATES SIMPSON STRONG -TIE HDSA O3 INDICATES SIMPSON STRONG -TIE (2) MSTAM36 STRAPS ® INDICATES SIMPSON STRONG -TIE (4) MSTAM36 STRAPS Room Name Roan Area Req'd Light Req'd Vent STATAS BASED ON Prov'd Vent Br #1 9CEtLTNG HEIGHT 16.6 8.3 FOYER I OPEN TO ABOVE 207 16.6 INDICATES SHEARWALL 1O INDICATES SIMPSON STRONG -TIE HHDO11-SDS2.5 O2 INDICATES SIMPSON STRONG -TIE HDSA O3 INDICATES SIMPSON STRONG -TIE (2) MSTAM36 STRAPS ® INDICATES SIMPSON STRONG -TIE (4) MSTAM36 STRAPS Room Name Roan Area Req'd Light Req'd Vent Prov'd Light Prov'd Vent Br #1 207 16.6 8.3 22.8 12 Br #2 207 16.6 8.3 22.8 12 Br #3 158 12.6 6.3 22.8 12 Br #4 162 13.0 &5 22.8 12 Liv/Din 600 48.0 24.0 93 53 Study 180 14.4 7.2 22.8 12 28'-9112" 1 6068SGD AS DINING AREA MODULE "A" MODULE IT VEVINVO MODULE "F" WIC 26' -BT -I 8 UP 28'-0)^ 42'-6"7 6068SGD AS 17'-10 1/2" (SEE PAGE S4) 2X4 SPF #2 A9 (4) 2X4 SPF 2X4 SPF #2 LIVING (4) 2X4 SPF ROOM tT(30 SLOPED RAILING? ® 34" ABOVE 7READSI(BY OTHERS) SEE DETAIL "G"„PAGE 54 — I A3 2852 38'-T" 17'-B3" ♦ STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WrrH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION 0 NOV 3 0 2005 f DEALER: FUTURE SURROUNDINGS I DATE: 3/7/05 1 REV: 5/17/05 (2) C197204-2 FIRST FLOOR Integrity Building Systems, Inc. r, IQTl i2U- AAATTCQQIl�u III %MAXATNJ Qv / ce T\A/n_CTr1RY I PLAN I Al FACTORY SUPPLIED / FIELD INSTALLED RIDGE VENT WOOD TRUSS @ 16" OC 20 YEAR FIBERGLASS SHINGLES OVER PLY -DRY ROOFING PAPER (ALT: 154 FELT) ICE PROTECTION SHALL EXTEND FROM THE EAVE'S EDGE TO A PONT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING (SEE R905.2.7.1) 12 71 2X4 HINGED KNEE WALL 2' L(2)2" X 11 1/4" LVL (E=1.8) 518" GYPSUM 2X4 NAILER @ EACH - TRUSS SPACING FIELD APPLIED SIMPSON STRONG -TIE CS18-R STRAP W/ (10) 10d NAILS PER LEG. (APPLIED UNDER GYPSUM) FACTORY SHALL OMIT 24" OF GYPSUM @ EACH SIDE OF CENTERLINE. 24'-0" CONCRETE SLAB (BY OTHERS) I DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 RE Integrity Building Systems, Inc. „nrr�r�rr�. •A A III I' A\A 1/2" OSB SHEATHING (32/16 SPAN INDEX) 7/05 SIMPSON H6 @ EVERY OTHER TRUSS. TOE NAIL EACH TRUSS W / (3) .131 X 3 TOE NAILS THROUGH BOTTOM CHORD TO TOP PLATE ALUMINUM DRIP EDGE 2X6 FASCIA W /ALUMINUM FINISHED FASCIA PERFORATED VINYL SOFFIT (3.44 SI / LF) SINGLE 2X4 SPF STUD GRADE TOP PLATE DBL TOP PLATE REQ'D IF TRUSSES DO NOT ALIGN W / STUDS +1- 1" 2X4 SPF STUD GRADE @ 16" OC 7/16" OSB SHEATHING VINYL SIDING ATTACHED TO SHEATHING DBL 2X10 SPF #2 PERIM (SEE PAGE A7 FOR FIELD FASTENING REQUIREMENTS) 2X8 PRESSURE TREATED SILL PLATE (PROVIDED & INSTALLED BY OTHERS) FOUNDATION WALL (BY OTHERS) THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED PATH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION TA/!l_CTrIC?V 0'9179 GARAGE CFC`TIC)N 3 0 2005 S3 FACIMY 9 "IID /FIELD /-INSTMIED RIDGE KNT I2'-0- (12' DC TRUn VACING) 0 0 0 0 a o 0 FACTORY $APPLIED / RELD �INSTALLEQ IOTlaH� 0�00�0 00 000 STCCPS AND RA NGS FRONT ELEVATION eY OTHERS 12'-0' (12' DG TRUSS SPAMNG7 IFFHI SAFETY �\ GLAZED FEGLAZl` ., GAPE¢ GLAZED O��, ((((�,, PAULTmomom Q / •� REAR ELEVATION d THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET �® ` • ° ` •�^ eg ARE DERIVED FROM AND CONSISTENT WITH THE PLANS t�,� Ci • -' '` 4110, AND SPECIFICATIONS ASSOCIATED VATH APPROVAL OCT N Q 7605� M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 2 C197204-2 FRONT & REAR EL1 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELEVATIONS IN 111SNI IN 111 RIGHT ELEVATION FT VATION THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE NTH THE DIVISION 4 %-4- ALBS" I e 6; o 0CT 2 2005 Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 1 REV: 5/17/05 2 C197204-2 SIDE EL2I CUSTOMER: MATTESSICH III DRAWN BY: CS / GS TWO-STORY ELEVATIONS 1 GARAGE 2 SUPPO PO ,(, 2x4 SPF #2 0/_ (BY OTHERS) (�4'V (3) 2x4 SPF #2 IV -8 1/2" 11J 1/2" 2 D STUDY III A7 1 1 5,-0", 24210 W/ CIRCLETOP z 11 1411 M1 9�ITE ❑� 2888 2142 11YNi < A6 LL1 yl I I A7 UTILITY 2'-6" Aa;si (2) 2x8 SPF #2 2 (1) C9 x 15 oeer (1) 1 1/2" x 5 1/2" LVL (per module) A10 (1) 1 1/2" x 11 1/4" LVL per module (E=1.8) s-uTE 2 KITCHENio 162 c zfi66 228 12 LivI Din 45 MIN DOOR STAIRS BASED ON 24.0 93 53 W / SELF CL 180 14.4 1 22.8 4088B� 1 GARAGE 2 SUPPO PO ,(, 2x4 SPF #2 0/_ (BY OTHERS) (�4'V (3) 2x4 SPF #2 IV -8 1/2" 11J 1/2" 2 D STUDY 2668 2668 PANTRY PANTRY 18-4 1/2- 5/8- /2" 5/8" TYPE "X" GYPSUM 5/8" TYPE "X' GYPSUM 1 A3 A3 STRAP HEADERS Al & A2 TO EACH JACK STUD %-WITH (1) TSTA 18 ®EACH LOCATION E (1J 2 2852 2852 RAGE DOOR BY OTHERS 1 9' X T GARAGE DOOR BY OTHERS "' 17'-• 1 24'-0" Tag 16'-41/2"1 8 1 1 (2) 1 112" x 9 1/4" LVL (E=1.8) 24210 W/ CIRCLETOP (2) 1 1/7'x 9 1/4" LVL (E=1.8) 11 1411 M1 alai J ❑� (3) 1 1/2" x 5 1/2" LVL (E=1.8) 2142 11YNi (3) 1 1/2" x 5 1/2" LVL (E=1.8) A6 (3) 2x6 SPF #2 A7 (3) 2x6 SPF #2 �8 (2) 2x8 SPF #2 u�0 (1) C9 x 15 oeer (1) 1 1/2" x 5 1/2" LVL (per module) A10 (1) 1 1/2" x 11 1/4" LVL per module (E=1.8) 22.8 12 KITCHENio 162 13.0 , 228 12 LivI Din 600 STAIRS BASED ON 24.0 93 53 Study 180 14.4 1 22.8 12 T __ 2668 2668 PANTRY PANTRY 18-4 1/2- 5/8- /2" 5/8" TYPE "X" GYPSUM 5/8" TYPE "X' GYPSUM 1 A3 A3 STRAP HEADERS Al & A2 TO EACH JACK STUD %-WITH (1) TSTA 18 ®EACH LOCATION E (1J 2 2852 2852 RAGE DOOR BY OTHERS 1 9' X T GARAGE DOOR BY OTHERS "' 17'-• 1 24'-0" Tag Member Al (2) 1 112" x 9 1/4" LVL (E=1.8) A2 (2) 1 1/7'x 9 1/4" LVL (E=1.8) A3 (3) 2x6 SPF #2 A4 (3) 1 1/2" x 5 1/2" LVL (E=1.8) A5 (3) 1 1/2" x 5 1/2" LVL (E=1.8) A6 (3) 2x6 SPF #2 A7 (3) 2x6 SPF #2 A8 (2) 2x8 SPF #2 A9 (1) C9 x 15 oeer (1) 1 1/2" x 5 1/2" LVL (per module) A10 (1) 1 1/2" x 11 1/4" LVL per module (E=1.8) Integrity Building Systems, Inc. 28'-91/2"1 6068SGD AS DINING AREA INDICATES SHEARWALL Q1 INDICATES SIMPSON STRONG -TIE HHDO11-SDS2.5 Q INDICATES SIMPSON STRONG -TIE HD5A Room Name 11 Bit Mi 624 2112 r (4) 2X4 SPF #2 Prov'd Vent Br #1 (4) 2X4 SPF #2 16.6 8.3 22.8 MOD�I^I Br #2 lA BATH 8.3 #3 12 Br #3 158 126 6.3 22.8 12 Br #4 162 13.0 6.5 228 12 LivI Din 600 STAIRS BASED ON 24.0 93 53 Study 180 14.4 9' CEILING HEIGHT 22.8 12 FOYER w I OPEN TO ABOVE INDICATES SHEARWALL Q1 INDICATES SIMPSON STRONG -TIE HHDO11-SDS2.5 Q INDICATES SIMPSON STRONG -TIE HD5A Room Name Room Area Req'd Light Req'd Vent Prov'd Light Prov'd Vent Br #1 207 16.6 8.3 22.8 12 Br #2 207 166 8.3 22.8 12 Br #3 158 126 6.3 22.8 12 Br #4 162 13.0 6.5 228 12 LivI Din 600 48.0 24.0 93 53 Study 180 14.4 7.2 22.8 12 ICH III 26'-0"� Aa 15'-01x' STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE 42'-6"1 6068SGD AS "A" 17'-10 1/2" (SEE PAGE S4) w (4) 2X4 SPF #2 A9 (4) 2X4 SPF #2 LIVING (4) 2X4 SPF #2 ROOM UP SLOPED RAIUNd 0 34" ABOVE TREADS 1017 OTHERS) IEE DETAIL "G",:PAGE S4 A3 A3 2852 2852 38'-T" 46'-9"-I TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL MOD9-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION ,/17/05(2) C197204-2 TWO-STORY NEW k m m "' a O;ESS;OII,I�% q11 1 SEP 3 0 2005 FIRST FLOOR Al PLAN 12'-0" iT-10" I 12'-10" 6'-0'1 B1 19'-0"1 B3 33'-0"j B3 45"6.1 B1 2852 24210 24210 2852 SIMPSON HDSA - CONNECT TO z SIMPSON HDSA - CONNECT TO H05A BELOW WTH 5/8- ''I O�0 O HDSA BELOW WITH ROD DIA THREADED R00 O O DIA THREADED ROD L2 n 1 L'o— IN BEDROOM BATH BATH #4SIMPSON HDSA -CONNECT TO C iBEDROOM w SIMPSON HDSA -CONNECT TO HDSA BELOW WITH 5/8- D #1 #Z I p HDSA BELOW WITH 5/8- DIA THREADED ROD # I y DIA THREADED ROD rn V36 VD12 VD12 V36 f8 1668 g io 5 8" TYPE 'X• GYPSUM / O LINEN LINEN O 5/8" TYPE "X GYPSUM 2668 2668 BS r — 1 15•-0" , T-„• N SIMPSON HDSA - CONNECT TO SIMPSON HDSA -CONNECT TO HDSA BELOW WITH 5/8- r �� a �� 84 H05A BELOW WITH 5/8' CIA THREADED ROD L _ J (4) 2X4 SPF //2 O (4) 2X4 SPF 22161 2 DIA THREADED ROO 2668 (4) 2X4 SPF p2 SIMPSON HDSA - CONNECT TO 18-4 1/2” HDSA BELOW 'NTH 5/8' SIMPSON HDSA - CONNECT TO DIA THREADED ROD RAILINGSONSRE HDSA BELOW WITH 5/B' BY BUILDER DIA THREADED ROD 5/8" TYPE "X' GYPSUM 5/8" TYPE "X" GYPSUM BEDROOM' BED#DOM 0#1 m SIMPSON HDSA - CONNECT TOSIMPSON H05A - CONNECT TO HDSA BELOW WITH 5/8- m OPEN TO BELOW m HDSA BELOW WITH 5/8' DIA THREADED ROD I ',$ DIA THREADED ROD L /' ==4r/ B1 B1 SHELF i B1 Bi 2052 2852 SE58352852 2852 26'-0" B2 38'-T" 2'-0" INDICATES SHEARWALL Tag Member Bt (2) 2x6 SPF #2 or (3) 2x4 SPF #2 B2 (2) 1 1/2" x 5 1/2" LVL (E=1.8) B3 (3) 2x4 SPF #2 B4 (1) 1 1/2" x 18" LVL (E=1.8) per module B5 (1) 1 1/2" x 22" LVL (E=1.8) per module Integrity Building Systems, Inc. "C/'LL_GIK: ruiumr CUSTOMER: MA STATE MODULAR LABEL ■ NTA LABEL • DATA PLATE TO THE BEST OF MY KNOWLEDGE, BELIEF. AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPUINCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED NTH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE NTH THE DIVISION :V: 5/17/05 (2) C197204 - TWO -STORY NEW % �LI FESS10�,%��`♦ SEP 3 0 2005 SECOND FLOOR A2 PLAN 2._6. I e _----- --------------------L— r-rr-------------------- DOOR M.O. 12'-0" Lt_j--PL I 8" I I GARAGE DOOR M.O. I (- ---------- I I GARAGE DOOR M.O. I -----�----- J 6'-3" 11•_6• 6'-3" F------- I I I I I I I I 4'-5 I I LtJ L 11•_0- I I I I I I I I I o ------ I � I 76'-1 4'-9' 1 4'-9" 1 3'-8" 1 3'-8" 1 3'-8" ---------------------------- I I I I I I I 1 I I I 3'_8' 9'-4" 9•_4" 1 tI I tI II tI I LtJ LtJ LtJ LtJ LtJ LtJ PL PL FOOTING SIZES DETERMINED LOCALLY BY OTHERS USING LOADING TABLES BELOW (SEE FOUNDATION NOTES) STEEL SUPPORT COLUMN (MIN 14,000 *CAPACITY) P BASEMENT STAIRS BY OTHERS (FLOOR ONLY) �i (FLOOR ONLY) 1 LtJ I I I I I I I ( i 1 I I 10" I ----------------------------------------------------------J FOUNDATION NOTES: 1) FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDITIONS & SECTION R404 n 2) FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY (R403.1.4) 3) CONCRETE BLOCK PIERS LAID IN TYPE -M" OR "S" MORTAR 4) CENTER GIRDER SPLICES SHALL BE SUPPORTED ry 5) 1S" X 24" ACCESS PROVIDED FOR CRAWL SPACE FOUNDATIONS (R408.3) ACCESS PROVIDED THROUGH FOUNDATION WALL 22"WIDE X 30" ACCESS SHALL BE PROVIDED IF MECHANICAL EQUIPMENT IS LOCATED IN UNDER FLOOR SPACES (M1305.1.4) 6) CRAWL SPACES VENTILATED PER SECTION R408 (SEE MECHANICAL NOTES) 7) FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER FAMILIAR WITH LOCAL CONDITIONS. OWNER IS RESPONSIBLE FOR CONTRACTING THIS PERSON. FOUNDATION PLANS) TO BE SEALED BY R.A. OR P.E. AS REQUIRED BY LOCAL JURISDICTION. NY 8) SILL PLATE AND ALL MATERIALS BELOW BY OTHERS 9) SILL PLATE ANCHORED W 1112- BOLTS W / 2- HOOKS EMBEDDED 15' INTO MASONRY. ALT: SIMPSON PLATE ANCHORS (OR EQUAL) INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR R403.1.6, WHICHEVER IS MORE RESTRICTIVE. 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS 11) SPECIFIC FOUNDATION DRAWING SUPPLIED TO SULDER BY FACTORY. 12) FOUNDATION DRAINAGE AND DAMPPROOFING PERFORMED ON SITE BY OTHERS IN CONFORMANCE WITH R405 AND R406. 13) DELETED 15) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON SITE BY OTHERS IN CONFORMANCE WTH RCNYS PARTS V, VI, & VIII. 16) BACKFILL TO BE IN AND TAMPED PRIOR TO MODULES) ARRIVAL. 17) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED GRADE SHALL BE 6'. 18) DELETED 19) DELETED MATING WALL LOADS RANCH - KIPS PER LINEAL FOOT MODULE WIDTH 45 PSF GSL 65 PSP GSL 10'-0' TO 17-T 1.682 1.940 17-T TO 14'-0" 1.839 2106 14--l' TO 16-S' 2.092 2.405 CAPE - KIPS PER LINEAL FOOT MODULE WIDTH 45 PSP GSL 65 PSF GSL 10'47 T0174T' 1725 1.418 17-T TO 1V4r 1.322 1.381 IV -11 TO 15'-8' 1.550 1.619 TWO-STORY - KIPS PER UNEAL FOOT MODULE WIDTH 45 PSF GSL 65 PSF GSL 1174" 70 174' 2.305 2.553 17-T TO INN)' 2.529 2.796 14'-1' 70 1548' 2.860 3.173 TWO-STORY CAPE - KIPS PER WELL FOOT MODULE WIDTH 45 PSF GSL 65 PSP GSL 194r TO 1748' 1.649 2.041 17-T TO 14'-0" 1.987 2.056 14'-1' TO 15-9" 2.318 2.387 KIP LOAD AT EACH MARRIAGE WALL PIER - TRIS SPAN (12 DISTANCE BETWEEN PIERS ON BOTH SIDES) X MULTIPLIER ABOVE SEE SPAN TABLES FOR MAXIMUM PIER SPACING. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT MATH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 3/7/05 REV: 5/17/05 (2) C197204-2 FOUNDATION F1 CUSTOMER: MATTESSICH III DRAWN BY: CS / GS d TWO-STORY I PLAN 3 4n ,4c�r 'bt�ltj T Y'r la /"Oj kyyr/// .1npj ',?'Z y �? u cry � ,I 9- a C ;l - 4, , M, i 41 —, ',?'Z y �? u cry � ,I 9- a C ;l - 4, , A f11pt1 wind,req dr tnrnts pe NOW York Mate Bui}di,t�i-Co4e shall' be Cninp}ied w h }iic}udiDg V1 �hip�Cs0ptfvn d ignn Tab}e 3 k3 calls €or. - .. us#rig !fs" ancElor bo}ts> 18 "[gnp„arq 'djacod 31Y' ax. and Simpson Uk I ;'!a" x 30; gage stXRps watt h - 8d ceilititit ur i'bd box'nails pee lAblo 3.4$`siptasti s,t 'kb"'ox, . � � .Y'+4i1 ,Ti/JIJ�rF IV6Yi�7-•.. Ncr6 ®A SFE ,GAC jO/,"i7 1)9, l ` 11YC,5 r.• TABLE 1 MAXIMUM SMN wIfHDU_T ST_Iff_ENffS_ Pl6lnE SA APWNimeM pull ufun lint of eMURM ARACNMfNr_TW AVA rp•al APPnufm•1• MPmm„m 120 melt Dnjon Wmd Spud Spee aPM,o WNOb Lai./A vi Sltun_rSpgn__m15_O. H.phl 32/16 1.5 30 OS -- v. n.oe. 10/2O 2 36 0.5 6r.aM nuq .18/21 _=17.4. fwim Cull 21 Ib 09 irph.., ?Nur rc. rYtanW r—tmww Isa 16 72 15 Noun as SNURMATTACKYM.atnMM T_ TABU 2' ESTIMATED IM PLeeMON AT 100 MVM DESIGN WIND SPUD AT 15 -Fl, HEIGHT EOR sHUriMS W IT_H Z %M AT 16 INCHES •.n bAPA6a1 Apprpumob shuePr awm lM.l ___ _ sWmalEBe9, WriaM pbJN,21 2A ca w 77 d 16 _]{ 32/16 25 02 02 0.3 Ot 0.5 on - _Iw0 r _- _3— 01 01 —_— 0.2 0.2 OA o,2 I I ID/PI 3 1 - 0.1 02 0.3 0.6 1.0 __- Isx46 011 0.1 0.1 0.3 0.5 0,9 Window and glass preteetioa sban meet ASTME 1886-97 and ASTMS 1996.9 1 paragryph6,orStructural Shutters with attached hardware, provided. Details meet Or Oxeeedthe requirements of New York State Building Code. 2A b. 2x GEM." 4 r 2 1 , 1j r, M F ZALi_9�G.RG'.:CCt GE]Y ." NO'MS: Tha "Set 6% haw Control or cl ogaofand will hot be respornible.for Donsouctipn mems, methods, techniques se"maces and prognas In cOmiccu n with the work, � • . The comramet Sltalfgive ap'tlodces and com)Ity with Dillon ordinance. mks, regulations sed leWf 4 collesalmyofthe work ad SUI promptly notify the Ambiteot if the dnwipp and,spectfiatWOS em in variance therewith prior to constmetion. ' '•' OwsW and eomracWi shall indemnify Dad bold harsu m a the Arddtect and there ages and employees from alldd&ims, rkmages, lomEs and Whom including but.nut(imited W attorney, JOBS Bdaiog out of or resulting frgmthe pertemmlce ofihe Work;WuYW d that say shah dgim, damage, losaor eapew(1) if attributable to bodily injury, skkoem disase,or death or to injury to or destruction oftaggibk property (other than, the work itsoM inducing the loss ofum haulAq therefrom 414 (2) is caused in whole or in i part by my negligent Oct or omission of the GOVEnECtm BAY MI)COnITWO!". anyone dnedly M indirectly employed by toy of them or iadircctlyemployedby any ofthmoOr anyone for whose acts Any ofthenn maybe uebk; regardless whether or not it is aust:4 in part by a party indemnified hanxider. • Altobden and r',egulations DENYS Budding Code jdWI govSln over all consiucrion Soil imadi"n • AD concfete m be thin. 3,0W Psi at 28 days' All footings to beer on virgin Shil wink O tsndmm! joil baNit!g opfcily oft Wm. -Arebiteel farm engaged Jorsuperviaion,in any capacity. u4i[shaL be thadwnefs or ids Dgew rerpDnsibility W vgi!)<Olt dimensiontprigr toconawciion , °I j ,J [J ,T/P / _iU lY'�