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FORM N0. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-21046 Date SEPTEMBER 28, 1992. THIS CERTIFIES that the building NEW DWELLING Location of Property 75 REYDON DR. & 8765 N.BAYVIEW RD. SOUTHOLD N. Y. House No. Street Hamlet County Tax Map No. 1000 Section 79 Block 5 Lot IO Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 13, 1991 pursuant to which Building Permit No. 19957-Z dated JUNE 19, 1991 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING ON SLAB WITH ATTACHED GARAGE AS APPLIED FOR The certificate is issued to DONALD OSANI (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 90-SO-42-JULY 16, 1992 UNDERWRITERS CERTIFICATE N0. H-028129 - APRIL 13 1992 PLUMBERS CERTIFICATION DATED JULY 17 1992 - DONALD L. OSANI ~ ilding Inspector Rev. I/81 TOftM N0. f TOWN OF SOUTNOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N°- 19957 Z Date 19..9..1. Permission is hereby granted to• ........~.?~f.....n1,P-a...~~....a ~ to ~%o ;a.~^;ctic3t"... °..sr......~'.tiR.... is~~4.r~r1:~4~.;,..~:1....~`,~.~.~':.~.. . at premises located at .7>~~fa'.1 ~..~7~?.5....~.~?:11~...~......~...T...'~!!:.: ......`.~....~~.......~s County Tax Map No, 1000 Section~.....~..Z...J......... Block ...tL'Q~..... Lot No.......~.~........... pursuant to application doted .....:..L....\.....~.~ 199..., and approved by the Buliding Inspector. 111 Fee 5....w~~•~:~5i ~..5:./...(~.. Bu ding Inspector i Rev. b/30/80 i Form No. 6 ` TOFTN OF SOUTIIOLD BUILDING DBPARTPIBNT TOWN HALL 765-1802 APPLICATION FOR CBRTIPICATB OP OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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). ~~0: 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 17 lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. B, F r existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and " re-existing" land uses: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a 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 - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date New Construction..,,....... Ol/{d Or Pre-existing Building.. Location of Property...~s...l4r!'f~V.'%.../:.~.' .................>e~aJ`~vL~l /c{: House No,~ Street Hamlet i / ) Onwer or Owners of Property....1.J.1:/.'/!`~:~',c,,,,,~/,.~{r,/y,/ . v- Councy Tax Map No 1000, Section.....,1.~.....Block.......~/........Lot../,~ Subdivision .//.Filed Map............Lot.. Permit No..C~GI~„,.,.,,Date Ot Permit.CLl.1~L......Applicant.hi;f/,i,~~,{,,,~~.~;~i/,,...... Health Dept. Approval...%C~.S,~ t'--,,,,,,,,, ~ ~ rr„7~' .Underwriters Approval. .~i.~T.!../.......... Planning Board Approval Request for: Temporary Certificate........... Final Certicate........... c? i~ . i'ee Submitted: n~. 5 . . ~-::~-'J~,~ C a ~ oC~b Ir APPLICANT c~~F~~(/j'`, TEL. 7G5-1802 o Old TO'~N OP' SO'tITIIO~.D - - •'4'' OFFICE OF IIUILDII•IG INSPECTOR u-, E ~ P.O. BOX 728 co r "r TONN 1I,1LL %ObO~. SOUTHOLD, N.Y. ] 1971 C E R T I F I C A T I O N Date Building Permit No.11'~S'~ ~ Owner~a~~ ~ ~S~F!/ (please print) Plu:,.ber_ /,~UNBC cl r! ~Sr~,y~ (please print) I certify that the solder used in the water supply system contains less than 2/10 of to lead. _ 1 (plumber''s signature) Sworn to before me this ~_day of 1, 19 ~j't? , Hotar• ~ otary ublic I Iublic, ~y~c({ County :`It3YARY PUBLIC, State of New York No. 4727210 Quolified in Suffolk County Y'~rm Expires ~ - %99""7 z THE NEW YORK BOARD OF FIRE UNDERWRITERS 1'AG1i ~ 8031839 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NE:W'YORK 10038 pate APRIL 13,1,942 gpplicationNo.onfile 0284~7.92/9'L N 02812,9 THIS CERTIFIES THAT only the electrical equipment as deacrihed below and introduced 6y the ppplicont named on [he ohove application numher in the premises of DONALll L. U9A.N'f., C/[1 N0. DAYVTEH RD.& RCYDON DR., 90U!`HOLD, N.Y. in the following location; ? Basement ® lat Fl. ? 2nd F'l. 01}~ Sertion Block Lot was examined un APRIL rd L7r1992 andfound to 6e in coueplianee uith the requirements q/'tleis Board. _ FI%TURE ECEPTACtES SWI7CHE5 FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENL fmORESCENi OTHER AMi K W. AMi K:W AMi. KW AMi. K W AMi N P. 24 38 2'Y 23 1 1 13.8 1 1.2 2 P DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS RELL UNIT HEATERS MULTI-OUTLET DIMMERS PMT. K. W OII H P GAi H. P. AMi NO A. W G AMi AMP AMi AMPS TRANS. AMi H. P SYSTEMS qMi WAiiS NO. OF FEET _ 1 ak SERVICE DISCONNECT NO.OF 5 E R V I C E METER NG Of cC coup A.w G A w G A.w G. AMi. AMP. TYPE EGUIP 1 ]W 1 AJW 3 d JW 3.a 4W PER .e OF CC COND. NO OF HLLEG OF HI-LEG NO. Of NEUiRAIi Or NEVLRAL 1 1.50 CH 1 R 1 1 1 1 3 OTHER APPARATUS: _ P(OY'bP6t4-P t1. P. ,1-F N>P. G,P.c..Tr-10 salocc~ Drmer.roRl-1 ' DQNALD L. OSANL 332 TNROOP 9T. ~ N. DA.IIYLON, NYr 11704 ~ GENERAL MANAGER ~ ~ Pet ~1 E This certifilcate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. r COPY FOR BUILDING DEPARTMENT. THiS COPY OF CERTIFICATE-MUST NOT BE ALTERED IN ANY MANNER. c1ELD i1:SPECTiO;! ~~UA.E ~ i;OMMGNT° ~v ~ ~ ~ ~ H H FOUtJDATION (1st) ~ ~ FOUNDATIOIJ ( 2nd ) _ m u, 2. z _ o P,OUGH FRAME & PLUMBING p- F 4 y ~ 3. ~ ~ v ~ ~ h IIJSULATIOP! PER N. Y, .a ~ STATE ENERGY /,v t9o -g CODE 61/ y ~ . ' . • . .FIiJAL i// / /J 2 .2 G'O 3 /''lfiT! , / c~ U i f ADDITIOPIAL CO ENTS: y t; 2 7 Q ( - Tb c.~ o r2 t~ _ C ~ c [ ou. ~.t - u IL.W x 12.E ( ~c5`i-M- i - b C_t4~ t+ r'o re l~~.t2w< <T _ ~ `'t v- ns x ..z_ ~ ~ _ H ,p H ~ O 2 ~Q e ~ A. ` e ~ • ~ y O r ~ - y ~ ~,C • b: 1 y.r ~ wT ->.a;<~.A...z.a+»'c=p:aspa~3,-_:.,~;tc.~::,..%:,+uo.:k~..,. .~...~i: ----r~ r ~ ~ ~~L~ ROBERT H_ WHELAN, P_E_ SEP 2 61991 P.O. BOX 590 BUNGALOW LANE MATTITUCK, NEW YORK 11952 01.DG. DEPT. 516-29B-5770 TOWN OF ~tDU'fFiOLD September 25, 1441 Town of Southold Building Department Main Road Southold, New York 11971 ' Att; Mr. Gary Fish Ref. Charisma Homes, Inc. Permit No. 19957 ' Dear Sir: During the course of construction of the above referenced project the contractor neglected to install the required anchor bolts in the foundation walls. In order to resolve this matter, we propose to install 1/2" diameter stud anchors of the "sleeve type" or "wedge type" as manufactured by "Hilti" or equivalent. Stud anchors shall be installed with a 4" minimum embeddedment in accordance with the manufacturers recommended installation instructions. Spacing shall not exceed 8'-0" on center and also 6e a maximum of 1'-0" from corners. Nuts and washers shall be used at all locations. It is my opinion that the above detailed anchoring system is in conformance with the general intent of the N.Y.S. Building Construction Code and N.Y.5. Energy Conservation Construction Cade. If there are any questions with regard to the above please feel free to call me at the above referenced number. Thank you for your cooperation on this matter. ~E~Rib® ~ @ ~°~g._~~ Ver T my Y rs• ~ P ~ ~ ~ G~~ ~F® B1~,5~ Robert H, Whelan, P.E. ~0~®~'~SSIO~~.~ cc: Mr. Robert Perez a`, ROBERT H. WHELAN P E. I ~ ~ " CONSULTING ENGINEEd pp P.O. BOX 590 BY ~ ~ DATE '8ri~ 160 BUNGALOW LANE SHEET NO ~ OF ? MATTITUCK, N.Y. 11952 CHKD. BY DATE (516)29&5770 JOH,NO: 9/~ZG~ SUBJECT ISIS/O/V TD 's1~1~ lU%L/ ~GT/©/l> ~ ~C .~/S~iq D~~1~?r C,~~~~~9,,~/~'~i,~f6S /.r~~' A9T~./~ l ~/Z9/ ~~'~t iI i. ~ _ ' ~ l ~ .i _ i . ~ . I ~ ~ l__ i I~ ~ j~ l I ~ I I ~ -I ( i ~ I ~ ~ ~ i _j., .f, j I 1 ~ ~ A : , i I i" ~ ~ !-fir ~ ~ ~ ~ ~i ~ i ~ ; ~ j ~ V i. _ ~~i ~ ~ ' I ~ f i ~ ~ ~ i r~, ' ~ ~~~1 f 7 i ..I , y yyy~w~ tttyyy''' ~ ~o ..P~ " . ' cw ~ ~ ~ 1 i ~ I . ~ i r. ~ I I . j ; . , 1- i ~ ,I( _ ~ , t n W ; I , I ~ ' a ~ ~ ~ ; i ~ ~ ~_i ~ ~ ~ j 1 ~ ~ ~O. 6945 ! ~ ~ ~ ~ ~ i .~~.A ~ I ' ~ ~ i ~ I I ~ I - ~ ~ ~ a_ _ ~ ~ I _1~ rr~~~m ,_1 . 1. , RCIHERT H _ WHELAN , P _ E _ P.O. BOX 590 BUNGALOW LANE MATTITUCK, NEW YORK 11452 Slb-298-5770 July S, 1991 Town of Southold Building Department Main Road Southold, New York 11971 Att: Mr. Tom Fisher Ref. Crestmanor Homes, Inc. Via Charisma Homes, Inc. Mr. Robert Pere2 Dear Sir: As per our conversation, please be advised all headers for the above referenced project are to be (2) 2"x10" with the exception of the garage door header which is to be (2) 1-3/4" x 12" LVL Microlams. Thank you for your continued cooperation on this matter. ~a w Ve m y Yaurs~ y1 ~H~~Vp9~. C`e Robert H. Whelan, P.E. ~'~0. 81g5g ~k~ 4FESS~p~P A cc: Mr. Robert Perez PECONIC SURVEYORS, P,C. P.O. Box 909 54655 Main Road Southold, N.Y. 11971 516-765-5020 FAX 516-765-1797 ,~I-. ~ 8 John 7 Metzger, L.S. BLDG DEPC TOWN 4F SOUTHO Tu,2y 17, 7991 SowthvQd Town F3u,i,R,ei-ing Depa2~tmen~ Mcr.i,n Road Sou~ho2d, NY 11971 Re : Donakd 0-aan.i. 1000-79-05-10 To whom -i.t may concen,n, A~ -the ~ceque.at o~ owe, ckriertt, we an,e do~cwa~cc~Lng the enc.ev~ed .aunvey maps, wh-i,ch ae~2ect .the 2oca-tion v~ a conc~cete $ouna'at-i.on. P2ea,ae con#act me -i,b you have any que.3-ti,on~. S-i.ncene 2 y , Then.e~e And~ce~achr. i f r 4 1~aa. enc2o~urce-a i i I i it f fii 4 . INSPECTORS ~~SUFFO(,~-co (516) 765.1802 ~~4 G,y SCOTT L.HARRIS,Supervisor VICTOR LESSARD, Principal = ~ CURTIS HORTON, Senior y Southold Town Hall VINCENT R. WIECZOREK, Ordinance p ~ P.O. Box 1179, 53095 Main Road ROBERT FISHER, Assistant Fire ~ Southold, New York 11971 Oj ~ ~0 Fax (516) 765-1823 Buildinglnspectors Telephone (516) 765-1800 THOMAS FISHER GARY FISH OFFICE OF BUILDING INSPECTOR TOWN OF SOUTHOLD May 21, 1991 Mr. Art Kaiser (Crestmonar Homes) 202 B Briarwood Street Bethlem, Pa 18017 Dear Mr. Kaiser: As per our phone conversation, in order to issue a building permit for this dwelling, plans need to be amended by some architect (Burton) to show: 1. Structural details, footing depth, size of headers, dwelling and attached garage. Also certification on trusses. 2. Compliance with N.Y. State Energy Code of 3/1/91 (How?) 3. Type of heat, chimney, fireplace? 4. Heater Room 5. 3/4 hr fire rated separation between garage and dwelling. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. Thomas J. Fisher, Building Inspector TJF:gar cc to: Dick MacNeil Bob Lane (Charisma Homes) ~ ~ - L%L.- I~~ ~jce ~r~ .e I ~ - 1~ P _ - ~r - - - - - _ _r _ FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTFIOLD, N.Y. NOTICE OF DISAPPROVAL Date .......JULY.27:...........,1999... To Donald. L.,Osami,,,,,,,,,,,,,,,,,,,, 332 Throop Street North Babylon, N.Y. 11704 PLEASE TAKE NOTICE that your application dated .....July 18, , , lq _ 90 _ . for permit to CONSTRUCT A ONE FAMILY DWHLLING ..................................................at Location of Property . 75. REYDON DRIVE 8765 NORTH BAYVIE4I RD. SOUTHOLD, N: YY House No. Stree[ Hamlet County Tax Map No. 1000 Section ....79........ Block ....5......... Lot . Subdivision Filed Map No. Lot No. . Under Article IIIA 100-30A.3, is returned herewith and disapproved on the following grounds . Lot site has insufficient area and under Article %%VIII 100-281 (7) lot is not on an approved subdivision map - therefore requires a certified abstract of title showing single and separate ownership of the entire lot prior to April 9, 1957. Action required by the Zoning Board of Appeals and Planning Board, 8tiild' ~ g~ Inspector RV 1/80 s'` 91 ~+p 37~ 1~~ t~ o PLANNING BOARD MEMBERS ~ ~ ~ ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman ~ c~ ~ ~ ~ Supervisor George Ritchie Latham, Jr. - Richard G. Ward -_3~ ' Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (5 l6) 765-1823 May 14, 1991 Donald L. Osani 332 Throop Street North Babylon, New York 11704 RE: Proposed Minor Subdivision for Donald Osani SCTM# 1000-79-5-10 & 11 Dear Mr. Osani: The following took place at a meeting of the Southold Town Planning Board on Monday, May 13, 1991. The final public hearing, which was held at 7:30 P.M., was closed. The following resolution was adopted: WHEREAS, Donald Osani is the owner of the property known and designated as SCTM# 1000-79-5-10 & 11, located at the northwest corner of the intersection of Bayview Road and Reydon Drive in Southold; and WHEREAS, this minor subdivision, to be known as Minor Subdivision for Donald Osani, is for 2 lots on a 68,604 square foot parcel; and WHEREAS, a variance was granted by the Zoning Board of Appeals on November 15, 1990; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act„ (Article 8), Part 617, declared itself Lead Agency and issued a Negative Declaration on March 11, 1991; and Page 2 ` Donald Osani WHEREAS, a final public hearing was closed on said subdivision application at the Town Hall, Southold, New York on May 13, 1991; and WHEREAS, all the requirements of the Subdivision Regulations of the Town of Southold have been met; and be it therefore, RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated January 23, 1991. Enclosed please find a copy of the map which was endorsed by the Chairman. The mylar maps, which were also endorsed by the Chairman, must be picked up at this office and filed in the office of the County Clerk. Any plat not so filed or recorded within sixty days (60) days of the date of final approval, shall become null and void. If you have any questions please do not hesitate to contact this office. Very truly yours, d~1//tC.l~l C%Z~d'~~(.i i~i Bennett Orlowski, Jr. ~s Chairman Encl. cc: Victor Lessard, Principal Building Inspector ~ Robert Scott, Assessors Office Raymond Jacobs, Superintendent of Highways -z APPEALS BOARD MEMBERS ~ „~Po 9°d(~ ~ SCOTT L. HARRIS rC1 ~~1 L~,.~ Supervisor Y ~1J_ Gerard P. Goehringer, Chairman ' Charles Grigonis, Jr. , ~ _ Town Hall, 53095 Main Road Serge Doyen, Jr. ,a James Dinizio, Jr. ~ ,r P.O. Box 1179 ~ u~" Southold, New York 11971 Robert A. Villa ~ ~~sy~~ Ijf Fax (516) 765-1823 Tele hone 516 765-1800 Telephone (516) 765-1809 ~~~~~~~~s:~; ~ P ( ) BOARD OF APPEALS TOWN OFSOUTHOLD ;~t~~ ~ur~ ~ ~ nn~ , ACTION OF THE BOARD OF APPEAL y~na,,~e~~ Appl. No. 4026: Matter of JAMES AND PATRICIA BOYLE. Variance to the Zoning Ordinance, Article XXIV, Section 100-242A for permission to enlarge existing nonconforming accessory structure, located partly in the side yard and front yard areas on this corner lot. Zone District: Agricultural Conservation (A-C). Location of Property: 10205 North Bayview Road and the Easterly Side of a Private Road, Southold, NY; County Tax Map No. 1000-79-5-20.5. WHEREAS, a public hearing was held on June 7, 1991, and at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is a corner lot with frontages along the northerly side of Main Bayview Road and the easterly side of a private road (referred to as 5hellfisher Road) in the Hamlet and Town of Southold. 2. The subject premises is identified on the Suffolk County Tax Maps as District 1000, Section 79, Block O5, Lot 20.5, consists of an area of 41,300 square feet, and is improved with a 1-1/2 story frame dwelling and accessory swimming pool and carport structures as shown on the September 8, 1986 survey prepared by Peconic Surveyors, P.C. Page 2 - Appl. No. 4026 Matter of JAMES AND PATRICIA BOYLE Decision Rendered June 7, 1991 3.. The carport/garage structure as exists is shown on the 1986 survey to be situated approximately 31 feet from the front property line along North Bayview Road amd 62 feet from the easterly property line. 4. For the record, the following information is noted: (a) Article III-A, Section 100-30A.4, and Article III, Section 100-33, provide that accessory buildings be placed only in the required rear yard; (b) Article XXIV, Section 100-242A provides that enlargement of a nonconforming building with a conforming use may not be increased as to the degree of nonconformance. 5. The garage structure is proposed to be converted from a carport to a 24' x 24' accessory garage building with gable roof at a total height of 17 feet from average grade and will be used for storage purposes incidential and accessory only to the residential use of the principal building. The expansion, which increases the nonconformity in the front yard area, is approximately four feet around the periphery of the entire existing garage/carport structure. The setback from the front ' property line along North Bayview Road will be reduced from the existing 31+- feet to not less than 25 feet. ` 6. It is the position of the Board in considering this application that: (a) the circumstances are uniquely related to the land and buildings and are not personal in nature; (b) the relief is not substantial; (c) the relief as granted will not alter the essential character of the neighborhood;" (d) the relief requested in not unreasonable; (e) the variance will not in turn be adverse to the safety, health, welfare, comfort, convenience, or order of the town, or be adverse to neighboring properties. Accordingly, on motion by Mr. Villa, seconded by Mr. Goehringer, it was RESOLVED, to GRANT a Variance for permission to convert existing carport/garage structure located partly in the side yard and front yard areas to an enclosed garage by the four-foot expansion of building footprint, leaving a reduced front yard i Page 3 - Appl. No. 4026 Matter of JAMES AND PATRICIA BOYLE Decision Rendered June 7, 1991 setback from the north side of North Bayview Road at not less than 25 feet, as applied and SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the accessory garage structure be used strictly for storage and garage purposes, strictly accessory and necessarily incidental to the main residential use of the premises, and shall not be converted into residential or habitable quarters; 2. That the garage structure not exceed 24 feet x 27.2 (28) feet in size, as applied; 3. That no interior plumbing facilities shall be installed; 4. That electric facilities maybe installed; 5. That the garage structure not exceed ].7 feet in height with a gable roof construction, as applied and filed for consideration under this appeal. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Doyen and Villa. (Member Dinizio was absent.} This resolution was duly adopted. lk GERARD P. GOEHRINGER, CHAIRMAN ~ f ~ ~ zJ~~="Es~s,V rn~_ Tc> ___~sJ~OfJ~.._~~€.R!!~ %~n[~'L_. ~m.~o2.e.__.lillto~~.~ng9m ~ f _T~..m_._r~. i 3 ~'RG7r~C"t _._..1'r~E _~/VDy~OVEY2,~ ~w__~... ~,n.. ~ ~ tiJRJLCJ _ i 4 ~ k I'? 1sN ~ IC>N _ Y...___.....__~....,.._..~..~...~___...__ ..._~...v..~_~~.. ~ SM Fz.Ri~ oFPSll7NC vpU SHrJP DRAWS~:GS L.7 A'I'TACHF'.D C~ Sf4.Mt'LES ~ E~ co~~ or r ~ ri'~rse L`7 Pftlrr'rs ~ L7NDER sft~~sxA~r~~; COVER ~J SPLCSFIGf3.TIC>NS ~ CHANCE ORLIb;R '~TF-S1. FOL,LCtG~INC IR'E;MS W , COPtL;~ 5711'It .h10.,, _ llF;CRIPrZ(?N .~._...~._._____....____~__.____m_...._.__~___ - Y i 9 _ ..---.--......__________._____...__.__.~.___v~._..___.._..._..,.~_~..._.._,~_____.__...~..._.._...._...~__....__..._.._..~..__...._....~_. y3 3 H $ 2 9 ~ t ]tt Sr; 1.:2ki 'I'RANSMJTTA;D P'OR YOUR USE idt> FXCEI'`t'SQNS 2'11KEN Ft7R~JISH 6tS CC1F:F:EC`['fD ~ Fi5 II~iD1CATN'U t.~ As xrpuES`rls~ Ca RF,ar:e~•EI~ Cf.____m~__.__ # 1~'OT HEVII';W/COMMEiV`T ~ RliT~ISF] l&h3D ftE9U13Mt2 i ~ € _ _ ~ _____~----~._.__..~._..._.v___.~_.__.____.v......__-.v.________~..~..__.._.~....®.__. 1 . _ _ _ ~ - -----___n _.v_ ~ , _...___..__.---------___--n--°--___.__.______. _.______.~__.___.__~____vm~ _.__._~__._._._._.~_.__...__..m_~m__.~ .._v.~v _ . _ .T _ _ _ ~ ___m. ?3 Y,. _I/..IGfYG?. ~G~JGYkLJLe/ ,.._...~...~_,__..,®._,__...~_.v®._,v.~...__._ 1 CC .n...~_-..._...__~ - ! ...__y.®®...., ®....v. S vll~ _ s L.L P S 1.2 _ _ _ ~ _ ~ _ _ ~ w_..~__,.____.~..._~~.._~~.__.~ ~,__~.,__.m_..__m.~~._ _a .~_w_...~_w=~_____~ National Architectural Services 401 South Earl Ave.~PO Box 7b80- Lafayette, ln. 47903• Telephone (317) 4482000 A Division of National Enterpnses Inc « «A.C.E.S Version 5.6A» 400530 ««CRESTMANOR-HOMES » Customer Tue Jul 16 11:16:06 1991 Project 2276 Truss ID y special Hl Fams.l # SFan 28-0 Quantity e 2 Top Pitch 9./12 =cc-r_=voce==cox==c=c=c=====c==cx====cx==c=cc=c=c=ccc=cxcocc=v= `~~sfldl~iMl7~'s1.o~==ccc== TOP CHORD HOI NM CHORD WEBS HiEACTIONB - SIZE AYYAOJED FQ1l.pI~ ~~V,idtu=A 'NC. 1-2+-3015 7-3= 2387 2-12° 364 1°-2105 3.50 ~ ~J e! ~y r ~ 2-3+-4232 8-9° 2387 2-11= 2146 7°-2105 3.50 ~ e~ ,,~i ~~(•~~~r 3-d+-4836 9-10+ 4231 3-11°-947 ~ = ~ M ~ :t~.~ 4-5+-4834 10-11+ 4231 3-30= 698 ~e%•;~~ ; W a u 5-6+-4232 i1-12= 2387 b-10=-555 % '~i ~~;3?"st~` ~ : u! t 6-7^-3015 12-1+ 2337 5-10= 693 ~ .(~q :^^;~.v; Z~ 5-9=-947 ~ ~i,>.pr.\:,,'-~a^ aj` • ~S' 6-9= 2166 ixYJ_: °~,I,.~e 6-3= 364 je[j6=5.5 3.5 10=4.2 ,``',~17J//`:~i'J'i~Iq;,i`'~~ ' PLATE OFFSETS (X=LEFT, Y°TOP):[j2°4.5,3.5), (j 3°3e5],(35+3,5 . ].(j jr 0-10-8, 4-0 , 9-0 , 14-0 , 19-0 , 24-0 , 28-0 ,0-10-8 4-0 5-0 5-9 5-0 5-0 4-9 6 i 7X10 7X8 2X4 7X6 7X10 2 3 4 5 6 4X5 '4X5 1 7 12 11 10 9 8 2X4 4X5 TX8 4X5 2X4 4-0 9-0 14-0 19-0 , 24-0 28-0 , 4-0 5-0 5-0 5-0 5-0 4-0 L . HL TO Plt : 5-0 R . HL TO P]{ : 5-8 LEFT HEIGHT:6-4-18 SPAN:ZS-0 RISE:3-4-18 RIGHT HEIGHT:8-4-10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.691 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 9-10=0.760 BOT CHORD:2*6 No.2 KD SP BOTT 0 10 DEFL.@10=0.21 < L/240 WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT U5ED N0. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLFj / JOINTS(LBSj LUMBER PLATE TYPE 1 1.15 1.15 UNSFORM 1- 2= 74 2- 6= 111 6- 7= 74 7- e= 20 8-12= 30 12- 1= 20 CONCENTPATED B= 251 12= 251 CHORD: 2-3; 3-4; 4-5; 5-6 TO BE 2*6 No.2 KD SP PLATES ARE MITEN M20-253.216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E%CEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS S80WN)DESIGN CONFORMS WITH ND5 DESIGN SPECS AND BOLA. TPI-35 ' Tf7IS DESIGN IS FOA TRU53 FABRICATION ONLY.FOA PERMANENT AND TEMPORARY HAACZNG(WHICH IS ALWAYS AEQD )CONSULT BLDG ARCHITECT OA ENGINEER. «A.C.E.S Version 5.6A» 400531 ]___===««CRESTMANOR-HOMES Cust2mer Tue Jul 16 11:16:33 1991 Project 2276 Truss ID H2 Family # special Span 28-0 Quantity 2 Top Pitch : ;,~,alyd2. ' • _ L---- TOP CHORD BdP10M CHORD WEBS REACTIONS - 92E6 APPROVED PORy~411NU~,~iCc, 1-2=-1666 6-7• 1309 2-9• 613 1•-1305 3.50 ' y ~ ~~•`^``..,ff 2-3=-1309 7-e• 1860 3-9•-727 6•-1305 3.50 ~ ~ ',>o~• - 3-d•-1906 0-9. 1060 3-0. 93 '1 - ° C ~i_' ~'o OC. d-5•-1309 9-1• 1309 d-0• 93 ( ,\\~+'rv/II` ~ ~-`a 5-6•-1664 6-7•-727 e = ~ ~ ~,'",.a; ~ : _ 5-7. 613 ~ r~-.~ ~ s . • p'~C PLATE, OFFSETS (X•LEFT,Y=TOP):[j0.3.2]. 0-10-8 6-0 , li-4 , 16-$ , 28-0 ~ 28-0 i0-10-8 6-0 5-4 5-4 5-4 6-0 ' 4X4 3X4 3X4 4X4 2 3 4 5 4X5 4X5 1 6 0 g $ 7 3X4 5X6 3X4 6-0 , 14-0 , 22-0 , 28-0 J 6-0 $-0 8-0 6-0 ~ L. HL TO PH:7-6 R. HL TD P}{ :7-6 LEFT HEIGHT:9-4-18 SPAH:2$-8 RISE:4-18-16 fiIGHT HEIGHT:0-4-18 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF-LUMBER L 15 TOP 1-2=0.831 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 7-8=0.648 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 _ DEFL.@8=0.09 < L/24H WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATED AAE MITER M20-250.216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZID STEEL (£XCHPT A3 SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OP JOINTS. SYMMETAICALLY(EXCEPT A3 3HOWN)DESIGN CONFORMS WITR NDS DESIGN SPECS AND HOCA.TPI-BS TRIS DESIGN I9 FOR TRUSS FABRICATION ONLY.FOA PERMANENT AND TEP@ORARY BRACING(WHICH IS ALWAYS AEQD )CONSULT BLDG ARCHITECT OR ENGINEER. «A.C.E.S Version 5.6A» 400532 J=====_« «CRESTMANOR-HOMES » Customer Tue Jul 16 11:16:59 1991 Project 2276 Truss ID H3 Family # sp cial _ Span 28-0 Quantity 2 __To_p_Pit_ch 9.12 TOP CHORD----HOT10M CHORD WEBS - REACTIONS - SIZE APPROVID FOR MITER ~B,Ue~~§ ~ ~LNO.r - 1-2=-17d0 7-0. 1363 2-10•-202 1•-1385 3.50 - r,~~~~,Ir -ri++-- 2-3•-1510 8-9. 1203 3-10= 261 7=-1305 3.50 ~ 1~''„ r~ YY ~~i r 2 3-4•-1480 9-10• 1203 3-9• 396 / ~~'~'t:•rC~ A, ~)rp ~~it.o~ d-5•-1480 10-1. 1363 4-9•-464 ~15 ~ ~~y- {.fi`t` "'.d 5-6•-1510 5-9. 396 \1 --yy '~~zs ~~5 ~5 e ~ ; 6-7•-1740 5-e• 261 ~~~`t~~,.~:: d•` , 6-e•-202 ~ tr,•., : ,yy -C PLATE. OFFSETS (X•LEFT.Y=TOP):IjH=4.2]r ~ ~•'lj~Jt~.+7-'C~~c~ 0-10-8, 4-0 , 8-6 14-6 , 20-0 _x_24-0 , 28-B~t'",9 10-8~ 4-0 4-0 6-0 6-A 4-0 4-0 4X8 2X3 4X8 , 3 4 5 2X3 2X3 2 6 4X5. 4X5 1 7 10 9 8 3X4 5X8 3X4 8-6 , 14-6 , 20-6 , 28-6 ~ 8-0 b-0 6-0 8-0 L. HL TO P1{:18-8 R. HL TO PR :18-8 LEFT HEIGHT:9-4-18 SPpN:28-8 RISE:6-4-18 RIGHT HEIGHT:9-4-10 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.800 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 10-1=0.478 BOT CHORD:2*4 No.2 KD SP BOTT_ __0_ 10 _ DE_F_L_.@9=_0.07 < L/240 _WEBS :2*4 No.2 KD_ SP STR.INC.:-LUMB = 1.15- PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITIIC M2B-258.216 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS, SYIMIETAICALLY(EXCEPT AB SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH I9 ALWAYH READ )CONSULT BLDG ARCHITECT OR ENGINEER. y, «A.C.E.S Version 5.6A» 400533 «CRESTMANOR-HOMES » Customer Tue Jul 16 11:17:26 1991 Project 2276 Truss ID H4 Family # special Span 28-0 Quantity 12 Top Pitch 9./12 TOP~CHOPD BOTNM CHORD WEHS REACTIONS - SI28 APPROVED POA M ({(IX6RS~lrlb~~ INC. 1-2a-1659 7-em 1306 2-10_272 1~-1385 3.50 Or!1~C ~/t~rs~r 2-3=-1366 8-9~ 1039 3-10~ 306 7~-1385 3.50 : Y f 1 ~^1+ 3-da-1180 9-10~ 1039 3-9~ 212 ~ ~ 4Z~/i •~'r ±•i r~ " 4-5~-1183 10-1~ 1306 6-9~-296 `~S .~:~n. c 5-6~-1366 5-9~ 212 ~ --o p 'r. v ~ ~ %d y' 6-7~-1659 5-3~ 334 ?'s= : ~ r'o""~""~r^"n'k'"f +y/. gg 6-3~-272 :;!'~~'y' pi. Ate/ ~~."~i\iw ~ 1'~`~C:,']~ PLATE. OFFSEPS (X°LEFT.Y~'NP):(j9m6.2j. 'rd~~'~Qk'~~'e~~'•~~` 9-18-$ 5-9 i 19-0 , 14-9 , 1$-0 , 23^9 , 28-~np,,,:..n~r~9-8~ 5-0 5-9 4-9 4-9 5-9 5-9 4X8 2X3 4X8 ~ 3 4 5 2X3 2X3 2 ~ 4X5 4X5 1 ~ ¦ Y 10 9 8 3X4 5X8 3X4 , 10-9 , 14-9 , 18-9 , 28-9 , ~ 19-0 4-0 4-9 le-9 L. HL TO PH:12-6 R. HL TO P1{ :12-6 LEFT HEIGHT:6-4-19 SFAN:28-0 RISE:?-16-18 RIGHT HEIGHT:8-4-18 LOADING (PSF MAX STRESSES MINIMUM GRAIIE OF LUMBER L ~ TOP 1-2=0.572 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 10-1=0.602 BOT CHORD:2*4 No.2 KD SP BOTT _ _0_ 10 DE_F_L.@9=0.06 < L/240_ WEBS _ _:2*4 No.2 KD__SP_ _ STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. ~Y. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 (V\ PLATES ARE MITEK M20-258.21fi MANUFACTURED PROM ASTM A 446 GRD A GALVANI2ID STEEL(EXCEPT AS SHOWN) PLATS MUST HE INSTALLED ON BOTH FACES OF JOINTS. SYMMETRICALLY(£XCEPT AS SHOWN)DESIGN CONFOPMS WITH NOS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAXS HEQD)CONSULT H'LDG ARCHITECT OR ENGINEER. «A.C.E.S Version 5.6A» » 400534 «CRESTMANOR-HOMES » Customer 0 Tue Jul 16 11:17:51 1991 Project 2276 Truss ID H5 Family # , Span 6-7-11 Quantity 2 _ -__Top_P3.tch~,,a~ `~2~~,, r~= TOP CHORD HOT10M CHORD WEBS AEACTION9 - HIZ3 APPROVID FOR, r-p~~r~ 1-2--358 4-5a 263 2-6~ 52 1=_362 3.56 C-j , ~C~-Fn, ~(A~~LYa 2-3~-263 5-6e 263 2-5~ 0 ds-362 3.50 1 O d~ it(c (^~J' 3-4~-355 6-1- 267 3-5- 52 j _ ~ 'y 1~.r:~„ [C ?a__ v ~ "mot 0-8-3 , 1-3-13 , 5-3-13 6-7--11 , 0-8-3, - 1-3-13 4-0 1-3-13 ~ ~ 4X8 4X4 / 2 3 4X4 4X4 1 0~ ~ 6 5 2X3 3X4 1-3-13 5-3-13 6-7-11 , 1-3-13 4-0 ~ 1-3-13~ L. HL TO PIl:1-7-13 R. HL TO P]C :i-7-13 LEFT HEIGHT:6-4-19 3PAN:6-7-11 RISE:1-4-8 RIGHT HEIGHT:8-4-18 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - L D TOP 2-3=0.295 TOP CHORD:2*^4 No.2 KD SP TOP 30 7 BOTT 4-5=0.110 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL.@6=0.00 < L/240 WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 v PLATES AAE MITEF. M20-258,216 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZID STEE[.(EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS. SYIM1£TRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND HOCA. TPI-BS THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PEPMANENT AND TEMPORARY HRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. «A.C.E.5 Version 5.6A» 400535 «CRESTMANOR-HOMES » Customer 0 Tue Jul 16 11.1~8o:e~,,5, 1991 Project 2276 Truss ID :.~~~~(~.~?y Span 6-7-11 Quantity 10 __---____-T p1Pitch s`` TOP CHORD BgPNM CHORD WEH9 REACTIONS SIZE APPROVED FOR M--Td~t~S'I,tiC~o~;, 1-2~-236 3-d- 366 2-4~ 63 1--362 3.50 ~ ~ t" 2-3m-238 6-1> 38fi 3~-362 3.50 a • 1 i. ~?h, i,a ~ i C- - n , 8,r~_ 3-3-13 , _ _ 6-7-11 , 0-8-3, - 3-3-13 3-3-13 ~ ~~A~ 4X+1 2 i 4X4 4X4 1 3 ~ ~ 4 2X3 , 3-3-13 6-7-11 , ~ 3-3-13 3-3-13 L. HL TD PH:4-i-13 R. HL TD Plt :4-1-13 LEFT HEIGHT:8-4-19 SPAH:6-7-11 RISE:Z-18-$ RIGHT HEIGHT:8-4-18 LOADING (PSF? MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.163 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 4-1=0.077 BOT CHORD:2*4 No.2 KD SP BOTT _0_ _10__ _ ___DEFL.@4=0.00__< L1240 WEBS _:2*4 _No.2_K_D_ S_P_____ STR INC.: LUMB = 1.15 PLATE 1.15 _ - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATE9 AAE MITER M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STSEL(E%CEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACER OF JOINTS, 9YMMETAICALLY(E%CEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA. TPI-BS THIS DESIGN I9 FOA TRUSS PABAICATION ONLY.POR PERMANENT AND TEMPORARY HAACING(WHICH IS ALWAYE REQD)CONSULT BLDG ARCHITECT OR £NGINSEA. «A.C.E.S Version 5.6A» 400536 «CRESTMANOR-HOMES Customer Tue Jul 16 11:18:39 1991 Project 2276 Truss ID HJ1 Family # 204 Span 5-7-14 Quantity 4 Top Pitch 6.364/12 TOP CHORD BOTTOM CHORD WE89 REACTIONS - SI28 APPROVED FOR MITEN INDUSTAIE9 INC. 1-2= 0 3-1~ a 1~-294 6.94 2-3~-160 3~-178 3.50 1 2-id ( 5-7-1.4 -i m l~figl~,'• ~`t:.:~. :BOA :•po~. . / axa 1 g 5-7-14 L. HL TO PK:6-4-13 LEFT HEIGHT:9-4-4 3PAM:5-?-14 RISE:3-4-4 RIGHT HEIGHT:3-4-4 LOADING (PSF1 ~ MAX STRESSES -MINIMUM GRADE OF LUMBER - L D TOP 1-2=0.412 TOP CHORD:2*~4 No.2 KD SP TOP 30 7 BOTT 3-1=0.111 BOT CHORD:2*4 No.2 KD SP BO_TT____0 10 DEFL. < L_/24_0 _WEBS :2*4 No.2 K_D__S_P_____ STR.INC.: LUMB = 1.15 PLATE = 1.15 - SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(I95) LVMSER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 2= 53 3- 1. 14 PLATES AAE MITEZ M20-258.216 MANUFACTURED FRAY ASTM A ddb GAD A GALVANIZID STEEL (EXCEPT A9 SHOWN) PLATE MUST HE INSTALLED ON HUTH FACES OP JOINTS. SYMMETRICALLY(EXCEPT A3 SHOWN)DESIGN CONFOPMS WITH NDS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN 1S FOA TRU33 FAHRICATTON ONLY.FOR PERMANENT AND TEMPORARY HRACING(WHICN 23 ALWAYS REQD)CONSULT HLDG ARCHITECT OR ENGINEER. ===««A.C.E.S Version 5.6A» 400537 «CRESTMANOR-HOMES» Customer Tue Jul 16 11:19:03 1991 Project 2276 Truss ID CJ2 Family # 204 Span 2-0 Quantity 8 Top Pitch 9./12 TOP CHORD HOT1bM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEE INDUSTRIES INC. 1-2= 0 3-1~ 0 1~-Sb3 3.50 2-3=-63 3=-80 3.50 C Yq ~ t?~ ~~~.7pr~:.. l ~•'`~4`'' S ~y~'} aCvj a~pr`hlddl fd~~ 1; ~ t q~t~ 3 2-0 LEFT HEIGHT:9-4-18 SPAM:2-8 RISE:i-18-19 BIGHT HEIGHT:i-18-16 LOADING -(PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.049 TOP CHORD:2'~^4 No.2 KD SP TOP 30 7 BOTT 3-1=0.013 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 _ DEFL_. L/2_40 WEBS :2*4 _No.2 KD__S_P REPSTITIVELSTRESSE5IUSED~TE = 1.15=====__=====NOACOFGMEMBEFtS ini o. c.--== ~ PLATS ARE MITER M20-258.216 MANUFACTURED PRA ASTM A 466 GPD A GALVANIZID STEEL(HXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON 80PB FACES OP JOINTS. SYMMETRICALLY(SXCEPT AS SHOWN)DESIGN CONFORMS WITH ND9 DESIGN SPECS AND HOCA.TPI-BS THTS DESIGN I9 FOR TRUSS FABRICATION ONLY.FOR PEW4ANENT AND TEMPORARY BRACING(WHICH IS ALWAYS AEQD)CONSULT BLDG ARCHITECT OR ENGINEER. «A.C.E.S Version 5.6A» 400538 J=====_« «CRESTMANOR-HOMES Customer Tue Jul 16 11:19:27 1991 Project 2276 Truss ID T2 Family # 204 Span 4-0 Quantity 22 Top-Pitch_:-9_-12-__--__ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITER INDUSTAIE9 INC. 1-2~ 0 3-1- 0 1_257 3.50 2-3~-137 3=_174 3.50 / s' s ~~ii!J ,,w ti may. ro£:%; ~s 4X4 1 ~ 4-0 L. HL TO PI{:5-0 LEFT HEIGHT:8-4-18 SPAM:4-8 RISE:3-4-10 RIGHT HEIGHT:3-4-18 LOADING (PSF1- MAX STRESSES MINIMUM GRADE OF LUMBER L DD TOP 1-2=0.238 TOP CHORD:2*~4 No.2 KD SP TOP 30 7 BOTT 3-1=0.064 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL. < L/240 WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. ,~M REPETITIVE STRESSES USED NO. OF MEMBERS = 1 v PLATES ARE MITEK M20-253.216 MANUFACTURED PROM ASTM A 446 GRD A GALVANIZAD STEEL (EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON HOTH FACES OF JOINTS. SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CVNFORMS WITH NDS DESIGN SPECS AND HOCA. TPI-85 THIS DESIGN IS FOR TAU38 FABRICATION ONLY.FOA PERMANENT AND TEMPORARY BRACING(WHICH I9 ALWAYS AEQD)CONSVLT HLDG ARCHITECT OR ENGINEER. « «A.C.E.S Version 5.6A» 400539 « «CRE5TMANOR-HOMES » Customer Tue Jul 16 11:19:54 1991 Project 2276 Truss ID GIRDER Family # special S_pa_n_ 28-0 Quantity 2 Top Pitch 9~~;~;2 TOP CAOAD HOT10M CHORD WEH9 REACTIONS - SIZE APPROVED POR M `{N/~aTRI~~e INF. 1-2•-2968 7-8. 2358 2-12. 446 1•-2361 3.50 ~j '•1~',_Ij''•";/'•,' 2-3--2d19 S-9~ 2358 2-Ll•-638 7--2361 3.50 . ~F; 3-d•-2102 9-10. 1927 3-11. 335 G 4-5•-2102 10-i1~ 1927 3-10~ 373 i a e e~~•`~~ v, 5-fi•-2419 11-12. 2358 4-10e-296 in ~ ~.+~t 6-7•-2968 12-1. 2358 5-10~ 37] ~ ~Ek ~ ' 5-9~ 835 ~,Jr, . = . . 6-3~ 446 'T(~F' • ~ jti F? FSS;G PLATE. OFFSETS (X~LEPT.Y=TOP):[j2°3.1.5}. (j 6=2, 1. SJ,[j10~4. 2], ry?A'r+fen 0-10-8 5-11-4 10-0 , 14-0 , 18-0 1 22-0-12, 28-0 ,0-10-8 r- 5-11-4 4-0-12 4-0 4-0 4-0-12 5-ii-4 ~6 4X8 2X3 4X8 ~ 3 4 5 3X5 3X5 g 6 4X5 4X5 1 7 12 it 10 9 S 2X4 4X5 7X8 4X5 2X4 ~ 5-11-4 , 10-0 , 14-0 , 18-8 , 22-6-12 1 28-0 , 5-i1-4 4-0-12 4-0 4-0 +4-0-12 5-11-4 L. HL TO Pk:12-6 R. HL Td Pk :12-6 LEFT HEIGHT:0-4-18 SPpM:28-9 RISE:?-19-10 RIGHT HEIGHT:0-4-10 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L ~ TOP 1-2=0.810 TOP CHORD:2*4 No.2 KD SP BOTT 30 10 DEFL.@1080~097< L/240 WEBSCHORD:2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED N0. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LDS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= T4 7- lm 91 PLATES ARE MITER M20-258.216 MANUFACTURED FROM ASTM A 646 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MU3T B8 INSTALLED ON BOTH FACES OF JOINTS, BYMIdF."L'RICALLY (EXCEPT AS SBOWN}?£SIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA.7RI-85 TRI9 DESIGN IS FOR TRU33 FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 23 ALWAYS READ )CONSULT BLDG ARCHITECT OA ENGINEER. «A.C.E.S Version 5.6A» 400540 «CRESTMANOR-HOMES » Customer Tue Jul 16 11:20:23 1991 Project 2276 Truss ID H8 Family # special __Span____-0_30_0 Quantity 2 Top_Pitch-: 9./(1~2i TOP CHOPD ---Btl1TOM CHORD --WEB9 HEACTION3 - SIZE APPROVED FOA MITEI`~$, 9~I1{~(2~~'•, 1-2=-2714 9-10= 2128 2-15= 220 5-11- 2308 1=-1902 3.50 /1 n~•'n G•ij •°.e n 2-3=-4207 10-11= 2120 2-14= 2380 0-10= 220 9=-1902 3.50 ( ~J n ~ ~,•.~-C.. 3-4=-5654 11-12~ 4207 3-16.-1075 ' - , d-5--5450 12-13= 5702 3-13= 1433 ~ E s~~5/+:y , ~ ~ 5-6--5454 13-16= 6207 4-13=-370 n : `k~ya~ ? ~ W • 6-7--5456 14-15= 2128 5-13=-376 ~ • • ~ ~ 7-0=-4207 15-1= 2120 5-12=-376 ~ `:/~j"'~:-j ~ S e-9=-2714 6-12=-370 wr4P 0 5 2'] 7-12= 1433 iii • 7-11=-}075 ''~.~pfES~].tC~P PLATE. OPF9ET9 (X=LEFT.Y='lOP):[j2=4.5.1.5).(j5=3,3], [jB=5.5.1.5]. (j12=4,2), [j 13=4.21. ~.a...,i _ 8-10-8 ,3-8 , 7-8 , 11-8 , 15-0 , 19-0 , 23-0 27-8 ,30-0 ,8-18-8 ~ ^3-8 4-0 '-4-0 4-0 4-A r4-0 3-0 ti6 5X18 3X4 2X3 5X6 2X3 3X4 5X18 2 3 4 5 b 7 8 4X5 4X5 1 9 Y e 15 14 13 12 11 18 2X4 4X5 7X8 7X8 4X5 2}{4 ,3-8 , 7-0 , 11-8 , 19-8 , 23-8 27-8 ,38-8 , 3~0 4-0 T4-8 8-8 4-8 4-8 `3-8 L. HL TD P]{:3-9 R. HL TU PH :3-9 LEFT HEIGHT:6-~-18 SPAN:38-8 RISE:2-7-18 RIGHT HEIGHT:9-4-19 LOADING (PSF1 MAX STRESSES - MINIMUM GRAIIE OF LUMBER L D TOP 3-4=0.889 TOP CHORD:2*4 No.l KD SP TOP 30 7 BOTT 12-13=0.720 BOT CHORD:2*6 No.l KD SP BOTT 0 10 _ DEFL.@12=_0.39_< L/240 WEBS _:2*4 No.2 KD_ S_P____ STR.INC.: LUMB = 1.15 PLATE 1.15 SPACING 24.0 in. o. c. L,, REPETITIVE STRESSES NOT USED N0. OF MEMBERS = 1 Nv'~_ LOADING STAHSH INCREASE LOADING PANEL(PLF) / JOINT3(LB9) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 2= 76 2- 0~ 93 8- 9= 74 9-10= 20 10-15= 25 15- 1= 20 CONCENTRATED }0= 141 15= 141 ' PLATES AAE MITER M2O-250,216 MANUFACTURED FROM A9TM A 446 GRD A GALVANI2ID STHSL(EXCEPT AS HHOWN) PLATE 7•NST BE INHTALLED ON HOIH FACES OF JOINTS. SYMMEI'AICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH ND8 DESIGN SPECS AND HOCA,TPI-ES TEAS DESIGN I9 FOR TRU59 FAHRI CATION ONLY.FOA PERMANENT AND TEMPORARY HRACING(WHICH IS ALWAYS REQD )CONSULT BLDG ARCHITECT OA ENGINEHR. «A.C.E.S Version 5.6A» 400541 «CRESTMANOR-HOMES»»=== CustAmer Tue Jul 16 11:20:50 1991 Project 2276 Truss ID H9 Family # sp cial Span 30-0 Quantity 2 ________Top Pitch-__9_12 7VP CHOFD BOTl'OM CROAO WEBS REACTIONS - SIZE APPROVED FOR MITER ;NDUS ~~ax,O., 1-2=-1882 7-8= Sd75 2-10+ 806 1+-1679 3.50 ~ 2-3=-1675 8-9= 2327 3-10=_1075 7+-1679 3.50 ;e\\ ~.'..ZIi~~P~.~,~~j ~ - 3-d--2698 9-10+ 2327 3-9+ 468 (~(Ilv/'7--,,,•l ~ : ~^°ya ~ . ~5.. d-5~-2698 10-1~ 1475 d-9=-370 'y'- a 5-6=-1675 5-9a 666 "'~~-~Tb`' 3 ~ W 6-7=-1882 5-8=-1075 - 2'o-, ~s7i::\~v4i ~ J E ~-.3 fi-8= 804 X `yY~..wrv~'.i"' ~'i PLATE OFFSEP9 (X+LfiFT.Y+TOP):(j3°3,3), Ij 9^d, 2], ,~~I~i~ FtSS~ 0-10-8 5-0 , 10-0 , 15-0 , 20-0 , 25-0 , 30-0 """;~'='~~-8 5-0 5-0 5-0 5-0 5-0 5-0 ,y6~~ 4X4 5X6 2X3 3X4 4X4 2 3 4 5 6 4X5 4X5 1 ~ ¦ 10 9 8 3X4 5X8 3X4 5-0 , 15-0 25-0 30-0 , ~ 5-8-r iB-0 10-0 ~ 5-0 ' L. HL TU P]{:6-3 R. HL TO Pk :6-3 LEFT HEIGHT:8-4-19 SPAN:38-8 RI5E:4-1-10 RIGHT HEIGHT:9-4-18 LOADING (PSF~ _ -MAX STRESSES - MINIMUM GRADE OF LUMBER L TOP 3-4=0.749 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 8-9=0.906 BOT CHORD:2*4 No.2 KD SP BOTT __0__ 10 _ D_EFL.@9=_0.15_< L/240 WEBS __:2*4 No.2 KD SP_____ STR.INC.: LUMB =-1.15 PLATE = 1.15 SPACING 24.0 in. o. c.- REPETITIVE STRESSES USER N0. OF MEMBERS = 1 PLATES AAE MITER M20-258,216 MANUFACTURED FRAM ASTM A 646 GAD A GALVANIZID 5TEEL(EXCEPT AS SHOWN) ~Vvl PLATE MUST HE INSTALLED ON 80PH FACES OF JOINTS. SYMMETRICALLY(ERCEPT AS SHOWN )DESIGN CONFORMS WITH NDS DESIGN HPSCS AND HOCA.TPI-85 THIS DESIGN I3 POR TRU99 PABAI CATION ONLY.FOR PERMANENT AND TED@ORARY BRACING(WBICH IS ALWAY3 REQD )CONSULT BLDG ARCHITECT OR fiNGINEBA. «A.C.E.S Version 5.6A» 400542 «CRESTMANOR-HOMES » Custpmer Tue Jul 16 11:21:16 1991 s Project 2276 Truss ID H1O Family # pecial Span 30-0 Quantity 2 Top Pitch 9./~?wy~ _ - ===a~------=-_- TOP CBOAD- HUPIOM CHORD WEH3 AEACTION9 - 9IZE P FOR MITS& ,f Y~'j, y~ j;„ 1-2e-1927 8-9~ 1505 2-11~-160 - 1--1679 3.50 ~ ,i .~~~\~'"`~rRf+'I' 2-3^-1731 9-10~ 1851 3-11~ 721 8~-1679 3.50 ~ •R ,ry j j; 3-4~-1373 10-11~ 1851 4-11~-671 ~Rj~~'?', n`.a~}. 4-5--1391 11-1~ 1505 4-10~ 39 ~ A: 6'°n~ e.. c~".. r r 5-6--1373 5-18~ 39 ter.: ~ . 6-7--1731 5-9~-671 r .G~ ~ ~.%,?o " 7-3~-1927 6-9~ 721 ~;y~~`~~11'~ e` C~j :L 7-9~-160 ~ . ~rS~ 2'] Z•t•~~ PLATE OFFSETS (X~LEFT,Y~TOP):[j1Oe3,2], `'',y~"~~C,,,~oN~~~~ ` 0-10-8 ,3-6 ,?-0 , 12-4 , 17-8 23-8_ x_2.6-6 ,3@-0 ,0-10-8 3-6-~3-6 5-4 5-4 5-4 3-6 ~ 3-6 ,~q~ M `M~ t 4x4 3}{41 3}{4 4}i4 3 4 5 6 2X8 2K3 2 ? 4X5 4}i5 1' $ e ii 10 9 3X7 5X6 3X7 ?-0 , 15-0 , 23-0 _ 30-0 , ~ 7-8 8-A 8-0 7-0 L. HL TO PIi:B-9 R. HL TO PR :8-9 LEFT HEIGHT:6-4-19 SPAM:30-8 RISE:5-7-18 RIGHT HEIGHT:9-4-i0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.675 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 9-10=0.647 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL.@10=@.10 < L/24O WEBS :2*4 No.2 KD SP- _ STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAE MITER M20-258,216 MANUFACTURED PRIXA A3TM A 466 GRD A GALVANIZED STEEL(EXCEPT A3 SHOWN) PLATE MUST HE INSTALLED ON HOTH FACES OF JOINTS, 9YPE~TRICALLY(EXCEPT A3 3HOWN)DESIGN CONFORMS WITH NDS DESIQN SPECS AND BOCA,TPI-35 THI3 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEF@ORARY BAACING(WHICH I3 ALWAYS AEQD )CONSULT HLDG ARCHITECT OR ENGINEER. « «A.C.E.S Version 5.6A» 400543 «CRESTMANOR-HOMES»»=== Customer Tue Jul 16 11:21:43 1991 Project 2276 Truss ID H11 Family # special Span 30-0 Quantity 2 Top Pitch 9 1,},2:;;::;. ,1~j" i~~ TOP CHORD BOTTOM CHORD WEHB REACTIONe -SIZE $PPROVIDI FOR MITBE j:IPD ~ „•R^ 1-2•-1852 7-e• 1455 2-10•-235 1•-1479 1.50 `1\ I` ~ L1; ~ ~v3~y° 2-3•-1591 5-9= 1260 3-10- 291 7=-1479 3.50 \\~~(l q~r^ ~,:;.q!~ 3-d•-1515 9-10= 1268 3-9= 375 '~i h- 4-5•-1515 10-1= 1455 4-9=-444 - ~ ~ 5-6•-1591 5-9= 375 _ - pn: i~~~~'= 6-7•-1852 5-8= 291 L :F '^'•4n 'tid ~ 6-8=-235 i4f~~~~~~`==' ~^J~ 4`~ PLATE, OFFSETS (X=LEFT, Y=TOPj:[j9=d.2j, 6-10-8, 4-6 , 9-0 , 15-8 , 21-0 , 25-6 , 30-8 ,8-18-8 4-6 -T 4-6 6-8 6-8 4-6 4-6 ~ i , 45{8 2XS 4X8 3 4 5 2X3 EX3 g 6 45{5 4X5 1 ? 0 10 9 8 3514 5X8 3X4 9-8 , 15-8 , 21-8 , _ 38-fb , 9-8 6-8 6-0 9-0 ~ L. HL TO Plt:ii-3 R. HL TO P]{ :il-3 LEFT HEIGHT:0-4-18 SPAN:3H-9 RISE:?-i-19 RIGHT HEIGHT:8-4-19 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF-LUMBER L D TOP 3-4=0.807 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 7-8=0.558 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL.@9=0.07 < L/240 WEBS :2*4 No.2 KD SP _ STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAE MITER M20-258,216 MANUPACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL (EXCEPT A5 SHOWN) PLATE MUST HE INSTALLED ON BOTB FACES OF JOINTS. SYMMETRICALLY(F.XCEPT AS SHOWNjDESIGN CONFORMS WITH NDS DESIQN SPECS AND HOCA~TPI-85 THIS DESIGN IS POA TAUS9 FABRICATION ONLY,FOR PERMANENT AND TEMPORARY HRACING(WHICH IS ALWAYS AEQD)CONSULT HLDG ARCHITECT OR ENGINEER. ««A.C.E.S Version 5.6A» »_=====j 400544 a==-==_« «CRESTMANOR-HOMES Customer Tue Jul 16 11:22:09 1991 Project 2276 Truss ID H12 Family # special Span 30-0 Quantity 6 Top_Pitch 9./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - 3228 APPROVED FOA MITEg~'NiD i1y ±~:(C., 1-2--1852 8-9- 1655 2-12°-235 1--1679 3.50 ~ ~ :;S jj~~ 2-3=-1591 9-10° 1268 3-12° 271 e°-1479 3.50 ~ ~Z"i 7~ 3-4~-1488 10-11° 1488 3-11° 436 ~ ~ e 4-5°-1488 11-12= 1268 6-11°-296 - » (S 5-6~-1488 12-1^ 1655 4-18° 0 r ~ 6-7^-1591 5-30°-296 ~r ~ ~ •~~~"~"~'.'j 4e ~ L~ 7-8~-1852 6-10° 436 ~ 6-9271 ,f~ C6 ~2:`'(r 7-9~-235 ~ ~ V °~a~~Fc S S1~``"... PLATE. OFFSETS (X=LEFT,Y°TOPI:(j9°3,2], [j12A3,2], ~aqr....,. ~-10-8, 4-6 , 9-B 13-8 , 17-0 , 21-H X25-6 , 36-0 ,0-10-R ~ 4-6 ~ 4-6 ~ 4-0 4-0 4-0 4-6 ~ 4-~ r 4XB 3X4 2X3 4'X8 3 4 5 6 2X3 2X3 2 ~ ~5 4X5 1 B r ~ 12 11 16 9 5X6 3X4 3X7 5X6 9-0 13-0 17-6 21-t3 i_ 30-0 , ~ 9-0 4-0 4-0 -4-0 9-0 L. HL TO Pk:ii-3 R. HL TO Pk :11-3 LEFT HEIGHT:9-4-19 SPpH:38-8 RISE:?-1-i9 RIGHT HEIGHT:-4-18 LOADING (PSF1 MAX-STRESSES MINIMUM GRADE OF LUMBER - L D TOP 1-2=0.534 TOP CHORD:2*4 No.2 KD 5P TOP 30 7 BOTT 8-9=0.558 BOT CHORD:2*4 No.2 KD 5P BOTT 0 10 _ _ DEFL_.@10=_0.07 < L_/240 WEBS _:2*4 No.2 KD_SP_----~ STR.INC.: LUMB = 1.15 PLATE =^1.15 - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAE MITEP. M2B-258.216 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZID STEEL(EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS. 3YMIRS'TRICALLY(EXCEPT AS 9HOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN I3 FOR 17N55 FABRICATION ONLY.FOA PEPAwtENT AND TEMPORARY HAACING(WHICH I9 ALWAYS REQD )CONSULT HLOG ARCHITECT OA ENGINffi1. «A.C.E.5 Version 5.6A» 400545 «CRESTMANOR-HOMES » Cpstomer Tue Jul 16 11:22:36 1991 Project 2276 Truss ID H13 Family # sp cial Span 30-0 Quantity 2 Top Pitch 9„t;~1:2:,;..._ TOP CHORD^ 80T1bM CHORD WEHS AHACTIONS - SIZH APPROVED POR MIT81C' I+yryv~n}~41JPC~ 1-Z--1052 8-9= 1655 2-12--235 1~-1479 3.50 ~ ` ~ ~ 2-3e-1591 9-10= 1268 3-12= 271 8=-1396 3.50 - ;"D' • ` ' 3-4=-1400 10-11= 1688 3-11= 436 ~ + - 4-5=-1488 11-12= 1268 4-11=-296 3 .(~`~~`o'- • ~ - ,'ai/N1 ' W J 5-6=-1488 12-1= 1455 4-10= 0 % ty: i~i=.~'• 3i 7 8=-1852 6-10=-436 4 fi0 ~ -y f~~' ~y L 6-9= 271 % C LT tiJ'` Gy 7-9--235 '~~~~~OFC S Sl~~`~: PLATE. OFFSETS (X=LEFT. Y~TOP)slj9°3,21. Ij12°3.21. ~~~Ha,»nt~~~:`~. 0-10-8, 4-6 9-0 , 13-0 17-8 , 21-0 , 25-6 ,_30-~ , ~ 4-6 4-6 4-0 4-6 4-0 4-6 4-6 ~1~ 4X$ 3X4 2x8 4X8 / 3 4 5 6 2x3 2x3 2 7 ~xs axs e 1 ¦ ~ 12 11 16 9 5X6 3x4 3X7 5X6 , 9-0 , 13-0 , 17-A , 21-8 , 30-0 , r 9-0 4-0 4-0 4-6 9-0 L. HL TO PK:li-3 R. HL TU PH :ii-3 LEFT HEIGHT:8-4-iB SPAN:38-9 RISE:?-i-10 RIGHT HEIGHT:9-4-10 ,LOADING (PSF~ MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=_0.534 TOP CHORD:2*4 No.2 KD SP BOTT _30 10 DEFL.@1090H0758 L/240 WEBSCHORD:~*4 No.2 KD SP _ STR.INC.: LUMB =-1.15 PLATE = 1.15 - SPACING-• 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER M20-258.216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZID STEEL(EXCEPT A9 SHOWN) PLATE MUST HE INSTALLED ON HQTH FACES OF JOZNT3. SYMMHTRICALLY (HXCEPT AH SHOWNIDESIGN CONFORMS WITH NDS DESIGN SPECS AND HOCA~TPI-85 THIS DESIGN IS FOR TRU33 PAHRICATTON ONLY.POR PERMANENT AND TE[-Q'ORARY HRACING(WHICH IS ALWAYS REQD )CONSULT HLDG ARCHITECT OR HNGINEER. «A.C.E.S Version 5.6A» 400546 «CRESTMANOR-HOMES » Customer 0 Tue Jul 16 11:23:02 1991 Project 2276 Truss ID T4 Family # 3~A,, Span 10-7-11 Quantity -e 2 _-Top-Pitch •~.9' a TOP CHORD BOTTOM CHORD WEH9 REACTIONS - SIZE APPROVED POR MI7~R~~~IE3'1~n~ 1-2=-636 5-6- 467 2-8- 52 1--550 3.50 ~ 2-3=-1161 6-7- 467 2-7= 719 5=-550 3.50 i~ 3-d'-1161 7-e= 667 3-7=_296 •o , f ~ ° - ; W - 4-5=-636 8-1= 467 4-7= 719 ~ = ` - 6-6= 52 ny o• V ; ~4!!lti:flgl`~~ 0-8-3 ,L-3-13 , 5-3-13 9-3-13 ,1@-7-11, @-8-3 ~~1-3-1g 4-@ 4-@ i-3-13 4X8 2X3 4X8 g 3 4 4X4 4X4 1 5 ~ ~ g 7 6 2X3 3X7 2X3 ,1-3-13 5-3-13 9-3-13 ,10-7-11, 1-3-.L$ 4-@ 4-@ 1-3-13 L. HL TO P]{:1-7-13 R. HL TD P]{ :i-7-13 LEFT HEIGHT:8-~-18 SPAN:18-7-11 RISE:i-4-8 RIGHT HEIGHT:0-4-19 LOADING (PSF1 - MAX-STRESSES- y MINIMUM GRADE OF LUMBER - L D TOP 2-3=0.403 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 6-7=0.162 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 _DEFL.@7=0.03 < L_/240_ _WE_BS _ _ :2*4 No.2 K_D S_P__ _ STR.INC.: LUMB = 1.15 PLATE = 1.15 - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES ARE MITER M2D-258,216 MANUFACTURED FAtlA ASTM A 646 GRD A GALVANIZED 3TEEL(EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS, 8YIMIETRICALLY (fiXCEPT AS SHOWN)DESIGN CYJNFORMS WITH ND9 DESIGN SPfiC9 AND HOCA, TPI-BS TBIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY SRACING(WHICH IS ALWAYS REQD)CONSVLT BLDG ARCHITECT OA ENGINEER. «A.C.E.S Version 5.6A» 400547 ]___===««CRESTMANOR-HOMES»»=== Customer Tue Jul 16 11:23:26 1991 Project 2276 Truss ID HJ3 Family # 204 Span 4-2-15 Quantity 2 Top Pitch 6.364/12 TOP CHORD HOT10M C80RD WEBB RSACTIONB - BI ZH APPROVED POR MSTSR INDUSTRIES INC. 1-2= 0 3-1~ 0 1~-215 4.94 2-3'-77 3~-98 3.50 ~ ap).~fn:r.[yr'plOf. ° r• qZ ~7 ~i 1 I~;.~. Y r~~ , s ~t ~(L T,~,,., ^v tt~q~ V r. - - - +#-2-15 ) ''°y;`b°2,~,'~'t'~~'~~``' • e`' Y~~ ~n~ 1 3 9-2-55 L. HL TO PK:4-9-10 LEFT HEIGHT:8-4-4 SPAN:4-2-15 RISE:2-7-4 1~IGHT HEIGHT:2-7-4 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.167 TOP CHORD:2*•4 No.2 XD SP TOP 30 7 BOTT 3-1=0.045 BOT CHORD:2*4 No.2 KD SP BOT_T __0 10 DE_FL. < L_/240___ _____WEB_S _ _:2*4 _No.2 K_D_SP____ STR.INC.: LUMB = 1.15 PLATE = 1.15- SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED N0. OF MEMBERS = 1 1\ - LOADING STRESS INCASASS LOADING PANEL(PLF) 1 JOINTS(LB5) V LUMBER PLRTE TYPE 1 1.15 1.15 UNIFORM 1- 2= 40 3- 1= 11 PLATES ARE MITEK M2B-250.216 MANUFACTURED FROM ASTM A 446 GAO A GALVANIZED 6TEEL(EXCEPT AS SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINTS. SYIMIETAICALLY(EXCEPT A3 SHOWN)DESIGN CONFOPMS WITH NUS DESIGN SPECS AND HOCA. TPI-85 THIS DESIGN I9 FOR TRUS5 FABRICATION ONLY.kY1R PERMANENT AND TEMPORARY BRACING(WHICH 15 ALWAYS AEQD )CONSULT BLDG ARCHITECT OA BNGINEEA. «A.C.E.S Version 5.6A»»===___[ 400548 J======««CRESTMANOR-HOMES» Customer Tue Jul 16 11:23:50 1991 Project 2276 Truss ID CJ3 Family # 207, Span 1-0 Quantity 4 Top Pitch 9./12 TOP~CNORD HO71OM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEN INDUSTRIES INC. 1-2~ 0 3-1~ 0 3~-30 4.96 2-3^-24 3a-30 3.50 I 1-0 w ~ ~ M~`'~P--'r. i 1 [ Z 9' .Tt' ~~F~ S~.1 fl~~P tttt!737;11UttiJ. 16~~ 2X3 ~r 4xr i 3 3X4 1-6 1-0 L. HL TO PH:1-3 LEFT HEIGHT:8-4-18 SPAN:1-8 RISE:1-1-18 RIGHT HEIGHT:i-1-iB LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.008 TOP CHORD:2*.4 No.2 KD SP TOP 30 7 BOTT 3-1=0.002 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL_. < L/240 __WEBS _ :2*4 _No.2 K_D SP__ REPETITIVELST~RESSESIUSED~TE = 1.15 NOACOFGMEMBERS ini o. c. PLATES ARE MITE& M2O-258.216 MANUFACTURED FROM ABTM A 466 GRD A GALVANIEID STEEL(EXCEPT A5 SHOWN) PLATE MUST HE INSTALLED ON BOTH FACES OF JOINT9~ BYMMETAICALLY(E%CEPT AS SHOWN)DESIGN CONPORMB WITH NDS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN I9 FOA TRUHS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY HRACING(WHICH IS ALWAYS AEQD )CONSULT BLDG ARCHITECT OR ENGINEER. ===««A.C.E.S Version 5.6A» 400549 «CRESTMANOR-HOMES » Custpmer Tue Jul 16 11:24:18 1991 Project 2276 Truss ID y sp cial Span 28-6 Quantity i 15 TopiPitch 9.12 T1.R1551Li - Lgg TOP CHORD H01'TOM CHORD WEH9 REACTIONS - SZ ZE APPAOVBD FOR MITER`` Lli f5(frPY+Jt'~ 1-2•-1297 9-10. 1365 2-14. 1000 0-10•-237 1°-1569 3.50 t C L~~ 2-3°-1239 10-11° 1177 3-14°-375 9°-1326 3.50 ~ ~ 2 /O 3-d°-1322 11-12° 1314 3-13° 70 ~ - ..~~(T 4-6°-1314 12-13° 1053 4-lY 37 ~ 1 g 5-6°-1355 13-14. 991 4-12° 517 4 ''~i~>w;e;x ~S ~ 6-7°-1355 14-1° 0 5-12°-366 ~ ~ S [,11~ ~ ~o,~ • ~ P 7-0°-1477 5-11° 02 4/. Sr, 5.~, ~ ° 8-9°-1738 6-il°-296 7-11• 354 ~.j do 2M1~?, "t`~ 7-10° 272 ~`~o~o~r1~ tFF~'r~' YLATE OFF6ET5 (X=LEFT.Y°TOP):Ij]=3.1.5). (ill°4,2), hhY~,`~~J"`t.h 2-4-5 3-0 , 7-6 , 11-6 , 15-6 ,_19-6 , 24-0 , 2S-~:""'„`;"" ~ 3-6 4-6 4-0 4-A 4-0 4-6 ~ 4-6 i 4KS 3K4 2X3 4KS 4 5 6 7 35{5 2 K3 3 $ 45{5 3K4 9 2 0 O 1 14 13 12 11 10 3K4 3K4 3X4 3X4 SKS 3K4 ,3-0 , 7-6 , 11-6 15-6 , 19-6 25-6 , 3-6 4-6 4-0 4-0 4-8 9-0 L. HL TO PH:9-4-8 R. HL TO P}{ :11-3 LEFT HEIGHT:i-6-Z SPAH:28-6 RISE:?-i-19 RIGHT HEIGHT:8-4-19 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 8-9=0.518 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 9-10=0.542 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL.@11=0.06 < L/240 WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES AAE MITEK M20-250.216 MANVPACTURED FROM ASTM A 446 GRD A GALVANIZSD STESL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACE3 OF JOINTS, SYMMETRICALLY (fiXCEPT AS 3HOWN)DESIGN CONFORMS WITH RD6 DESIGN SPHCS AND HCCA,TPI-05 THIS DESIGN IS FOR TRU39 FABRICATION ONLY.FOR PEAMAN%N1' AND TEMPORARY BRACING(WHICH I9 ALWAY3 AEQD )CONSULT BLDG ARCHITECT OR ENGINEER. «A.C.E.S Version 5.6A» 400550 1=====_« «CRESTMANOR-HOMES » Custgmer Tue Jul 16 11:24:45 1991 Project 2276 Truss ID T6 Family # special Span 28-6 Quantity 2 Top P>.tch 9./12 _~S~~w~; TOP CNOID B01RC7M CHORD WEH9 REACTIONS - SIZE APPROVID FOR-,M~a1'jQ)jQ(~P~rI1SUi~~' 1-2=-1297 9-10= 1365 2-id= 1088 8-10=-237 1=-1549 3.50 ~ '`Q .•••qZ%~`• y 2-7=-1239 10-11= 1177 3-16=-375 9=-1400 3.50 I ~ C1 _.~p ~iy . 3-d=-1322 11-12= 1316 3-13= 7B ` ~ w ~ J~ 6-5=-1316 12-13= 1053 d-13= 37 ~1 S' ^t ~r : ry +P S^~. a 5-6=-1355 13-16= 991 6-12= 517 w + ~ •'~sc-, ~ z 6-7=-1355 14-1a 0 5-12=-366 ~ ' ~j} L~ ~ R 7-8=-1477 5-11= 82 Y'lJ~.'~)1' B-9=-1738 6-11=-296 1 S +=~~'.6'~72«~,,2'.x`~.. 7-11= 354 ii~~. r°".^"•ays+',~~~ia~ PLATE, OFFSETS (X=LEFT,Y=TOP):(j3=3115]. [jll=6e2Je ~ ~////~fl i~=~~ yt>>~`i{ 2-4-8 $-0 , 7-6 , 11-6 , 15-6 , 19^6 , 24-0 , 28-6 ,8-10-8 r 3-0 4-6 4-0 4-6 4-0 4-6 4-6 6~ ~~~1 4X8 3X4 2X3 4X8 4 5 6 7 3X5 2X3 3 8 3X4 4X5 2 ~ ® 0 1 14 13 12 11 16 3X4 3X4 3X4 3X4 5X8 3X4 -0 7-6 11-6 15-6 19-6 28-6 -@ 4-6 4-0 4-6 4-0 9-0 L. HL TQ PH:9-4-5 R. HL TO PK :11-3 LEFT HEIGHT:i-6-2 SPAM:28-6 RISE:?-i-i@ RIGHT HEIGHT:8-4-18 LOADING (PSF~ MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 8-9=0.518 TOP CHORD:2*4 No.2 KD SP TOP 30 7 BOTT 9-10=0.542 BOT CHORD:2*4 No.2 KD SP BO__TT _0__ 10 DEFL_.@11=0.06 < L_/240 WEBS __:2*4 _No_.2 KD_SP---- STR.INC.: LUMB =-1.15 PLATE = 1.15 - - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAE MITER M20-258.216 MANUFACTURED PROM ASTM A 646 GAD A GALVANIZID 9TEEL(E%CEPT AS SHOWN) PLATE MUST BE INSTALLED ON HOPH FACES OF JOINTS. SYMI~@TRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA.TPI-85 THZ3 DESIGN I3 FOR TRUSS FAHAICATION ONLY.FOR PERMANENT AND TEI~ORARY BRACSNG(WHICH I3 ALWAYS REQD)CONSULT HLDG ARCHITECT OR ENGINEER. _==««A.C.E.S Version 5.6A»»===___[ 400551 j=====_« «CRESTMANOR-HOMES J Customer 0 Tue Jul 16 11:25:10 1991 Project 2276 Truss ID T7 Family # 103 Span 10-7-11 Quantity 7 Top Pitch e 9~,~1~2~ 7'~[y~ _,d~ TOF CHORD BOTTOM CHORD WEBS AEACTION9 - BIZE ,I~, ~OVED FOA M)YlleVSi'f~~Slym~~,' 3-2°-535 5-6° 415 2-6°-136 1°-550 3.50 I r nzrz'-•.O 2-3--389 6-1° 615 3^6° 277 5°-550 3.50 ~ •4 ~ (T~ r~-'.. 3-4--389 4-6°-176 ~ ~ t,~;. ~a."~t ~ ,7 ~n ~ _ d-5°-535 ~ O~ ~ fi j ~sa,~,s "b 2 2' - r,~_: ~~~'O~ i ~ . ~ 4 N a~ ~ . °rhlr . `ei. ,0-S ; 3 2-9-3 5-3-13 , 7-10-7 10-7-11 ~•~j0i1'g. 8 2-9-3 2-6-10 2-6-10 2-9-3 ``O 4X4 3 ~ 2X3 2X3 2 4 4X4 4X4 1 5 ® ~ 6 3X7 5-3-13 10-7-11 , ~ 5-3-13 5-3-13 L. HL TD PId:6-7-13 R. HL TO PX :6-7-13 LEFT HEIGHT:9-4-10 SPAM:iB-7-li RI3E:4-4-8 RIGHT HEIGHT:B-4-19 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.165 TOP CHORD:2~4 No.2 KD SP TOP 30 7 BOTT 6-1=0.195 BOT CHORD:2*4 No.2 RD SP BOTT 0 10 DEFL.@6=0.01 < L1240 WEBS :2*4 No.2 RD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAE MITEIC M2O-250,216 MANUFACTURBD FAOM ASTM A 646 GRD A GALVANI2E0 STEEL(EXCEPT AS SHOWN) VVV PLATE MUST HE INSTALLED ON BOlH FACEO OF JOINTS. SYMMETRICALLY(SXCEPT AS BHOWNjDESIGN CONFORMS WITH NDS DESIGN SPECS AND HOCA. TRI-E5 TBIS DESIGN IS FOR TRUSS FABRICATION OALY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT HLDG AHCHTTECT OR ENGINEER. ===««A.C.E.S Version 5.6A» 400552 ]___===««CRESTMANOR-HOMES» Customer Tue Jul 16 11:25:34 1991 Project 2276 Truss ID HJ2 Family # 204 Span 4-2-15 Quantity 2 Top Pitch 6.364/12 'NP CHORD BOT10M CHORD WEHS REACTIONS - SIZE APPROV~ED~P~DyR~MITER INDUSTRIES INC. 1-2a 0 3-1. 0 1~-98 d. 96 h`~~"' 1 ,`1., r)i+~roN,rgq . 2_3._77 3~-9H 3.50 rvvvi - u~ l~ ,...=-.gig r. 4-2-15 v„vA~~',Sii~,~py -r~ Y~ . a~~ dd 3X4 1 3 4-2-15 L. HL TO PH:4-9-19 LEFT HEIGHT:8-4-4 SPAN:4-2-15 RISE:2-7-4 BIGHT HEIGHT:2-7-4 LOADING (PSF~ MAX STRES5ES _ MINIMUM GRADE OF LUMBER - L TOP 1-2=0.167 TOP CHORD:2*~4 No.2 KD SP TOP 30 7 BOTT 3-1=0.045 BOT CHORD:2*4 No.2 KD SP B_OTT_ _0__ 10 _ DE_FL. < L/240 ______W_E__BS _:2*4 No.2 K_D S__P____ STR.INC.: LUMB = 1.15 PLATE = 1.15 - SPACING 24.0 in. o.-c. -,~1 REPETITIVE STRESSES NOT USED N0. OF MEMBERS = 1 ~i1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOLNTS(LHS) LUI~OER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 2. b0 3- 1= 11 PLATES ARE MITER M20-258x216 MANUFACTURED FROM ASTM A 446 GAD A GALVANI2ID STEEL(HXCEPT A3 3HOWN) PLATE MUST HE INSTALLED 0!I HDTH FAC89 OP JOINT3r SYMFD7IRICALLY(E%CEPT A9 SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BIXA~TPI-85 TRI3 DESIGN IS FOR TRUSS FASAICATSON ONLY.POR PERMANENT AND TBIA~ORARY BAACING(WHICH I9 ALWAYS REQD)CONSULT HI.OG ARCHITECT Oft ENGINEER. «A.C.E.5 Version 5.6A» » 400553 « «CRESTMANOR-HOMES»»=== Customer Tue Jul 16 11:25:59 1991 Project 2276 Truss ID Span 3-0 -Quantity_-e 26 Top1Pitch 9.112 TOP CHORD BV110M CHORD WEBS REACTIONS - SIZE APPROVED FOR MZTEH INDUSTRIES INC. 1-2*+ 9 3-1= 0 1~-126 4.96 2-3~-98 3~-124 3.50 ,,,,~Kgti lA'U rpy~/ ~ llG ~ ~ ~~•C QnM1 zj{ m 9~C~ ~ 3-0 ' ~ Tb Y .T H•.~.I. ~ to a L,~ ~ I°~y :~y~ i % `mac,-at o~ ~X3 4X4 i 8 3X4 3-0 L . HL TO PI{ : 3-9 LEFT HEIGHT:6-4-16 SPAN:3-8 RI3E:2-7-18 RIGHT HEIGHT:2-7-18 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LiTMBER L D TOP 1-2-0.126 TOP CHORD:2*'4 No.2 KD SP TOP 30 7 BOTT 3-1=0.034 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DEFL. < L/240 WEBS :2*4 No.2 KD SP STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 PLATES AAH MITER M20-258.216 MANUFACTURED FRIX4 ASTM A 446 GAD A GALVANIZED 3TEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON HC/TH FACES OF JOINTS. SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CUNFOPMS WITH NDS DESIGN SPECS AND HOCA.TPI-85 THIS DESIGN IS FOR TAU SB FABRICATION ONLY.FOA PERMANENT AND TEMPORARY BRACING(WHICH I8 ALWAYS REQD)CON3ULT HLDG ARCHITECT OR ENGINEER. ( «A.C.E.S Version 5.6A» 400554 «CRESTMANOR-HOMES Custcaner Tue Jul 16 11:26:22 1991 Project 2276 Truss ID y 20 Span 1-0 Quantity i 431 To 1Pitch 9.12 10P CHORD - BOT10M CROAD WEHS REACTIONS - eI2E APPROVID FOR MLTEK INDUSTRIBS INC. 1-2~ 0 3-1~ 0 1~-113 6.96 2-3~-24 3=-30 3.50 4iVi>i R:l pal 11 ~~201s u;p t;tir~. 1-0 r o~~~6Rb~i r v aX a~ 4X4 3 if 3X4 (~-i L. HL TO Plt:i-3 LEFT HEIGHT:8-4-19 SPAN:1-8 RISE:i-i-18 RIGHT HEIGHT:1-1-19 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.008 TOP CHORD:2*'4 No.2 KD SP TOP 30 7 BOTT 3-1=0.002 BOT CHORD:2*4 No.2 KD SP BOTT 0 10 DE_FL. < L/240 _____WEBS_ _:2*4 No.2 KD_SP--_-- STR.INC.: LUMB-= 1.15 PLATE = 1.15 - SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES AHE MITER M20-2581216 MANUFACTURHD FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCSPT AS SHOWN) PLATE MUST BE INSTALLED ON HOTH FACES OF JOINTS, 9YMIMTRICALLY(EXCEPT A3 SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND 80CA1TPI-85 TSI9 DESIGN I3 FOA TAUSH PAHAICATION ONLY.FOR PERMANENT AND TElII'OAARY BAACING(WHZCH IS ALWAYS RSQJI)CONSULT HLDG ARCHITECT OA HNGINEER. I Gf l V T65-1802 BUILDING DEPT. INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBCs. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING [ ]FINAL REMARKS: i C r DATE l l INSPECTOR t r65-isot BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST [ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~RAMING [ ]FINAL REMARKS: _~~d`~,~?t,€r-.~-~ dr~?~~ZaaG ~G'~^ _ ~ ~ DATE ~ ~ .INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] UNDATI 1ST [ ] OU PLBG. [ ] FO ATION 2ND [ ] 1 ULATION FRAMIN r ) FINA REMARKS: S f ~ C!~ ® ~'I~. ~,~1 t, fi3 u ~ t P ~ 2 u,~, c,7' DATE~~ZI_ ~I l ___INSPECTOR F~2,~~~~ 765-1802 BUILDING DEPT. tNSPECTIC~N [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING C ]FINAL REMARKS: ~ U-i- DATE NSPECTOR / r 5 7 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION iST [ }ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING [ ]FINAL I~ REMARKS: r i i i i - f i { s { ~f DATE ~ ~ INSPECTOR - r ` ~ J ~W~1~VZ BUILDING DEPT. INSPECTION [ J FOUNDATION iST [ ~ ROUGH PLBG, [)FOUNDATION 2ND [)INSULATION [ ]FRAMING ~ [ NAL REMARKS: ~ _ ~ ~ti ~ ~ DATE INSPECTOR /'i ~ • , ~ ~~%'dd~~ BOARD OF HEALTH • ppl~yy. S i i_ a-3 SETS OF PL.1NS .G• i.''~j.. , . • ~.7~7y { ~ FORM NO. 1SURVEY Q..~,t •I' TOWN OF SOUTHOLD ~ CHGCK , [ • .I,(p y • • flU1LDING DEPARTMENT SEPTIC PORM . PJ.•.?\~.......... . BLDG. DEPT, TOWN HALL TpWNUFSOUTHOLD $OUTHOLD,N.Y.11rJ71 NOTIFYI TEL.:7G5~1802 CALL MAIL T 0 : ©~°'Qn'~-~~ [xamincd .-~c~^a.!4 .9 19 ~ ~~a..,c,~... . p. \pproved s~~ . I. l 19'x.. Permit No..~.g S, ,7 ~a ~ //70 ....."d.""%1/' Disapproved a/c . i~ ~ (Building inspector) a MAY 141991 APPLICATION FOR BUILDING PERD,IIT 9 C3i.DG. Lit2s~"f. p Date . TpWN t)F ?OUTM't~f:?7 w ~ - 15 . ` ~ ~ INSTRUCTIONS a. Tltis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with ~ .t; of plans, accurate plot plan tb°scale. Fee according to schedule. G. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets ;,^.as, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- ..t,on. c. The work covered by this application may not be commenced before issuance of Building Permit. 3. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit .:i1 be kept on the premises available for inspection throughout the work. • . No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy ::1 love been granted by the Building Inspector. '.~~:'LICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the !.!;nc Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or ::at,ons, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. :~,;.licant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to ..r.:; authorized inspectors on premises and in building for necessary inspe ns. r°~ • (Signature of applicant, or name, if a corporatton) (Mailing address of applicant) „ C~ .,;ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or build/er. 0 I • si owner of premises . ~ a..y~~ L,-, ,v~.~il. ~,b- e~/.' l;~,2.c~.~lc~its .............g`'... Y (as on the tax roll or latest deed) ant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) ' ;Idcr's License No.....(,7.-.~.t?.~r.-• fj!l, • . • • • • ...,mbci s License No . i~ctrician's License No . ' ~ I,cr Trade's License No . . ' i cation of land on which proposed work will be done; ' ;C~,~~!..do.~•~(?ir'UP,~d?71o',~(; ~!Old7~i /~.~~~~G(/~ot°~(,~/,22~~ house Number ~ Stroet, • • ~ • • • ~ • ~ Hamlet County Tax D1ap No. 1000 Section .....7:./........: Block Lot i ubJivision filled R1ap No. Lot (Name) - Stae existing use and occupancy of premises an//~d~~~i tended use a//nd occupancy of proposed construction: A. T;xisting use and occupancy....~l.~~~.5~~ B. Intended use and occupancy...... Y`/.j~~ . ;~1~ • • . • • • • • • • • • . • • , ~~A ''rt ~S= I L Nature'of work (check which applicable): Nett' lluilding . Addition Nteration Re air ~ l!, R•moval , ,Swimni P t' Demolition b'A~t~~~..~a . . Tennis Court Accessory Building..........Fehce .......Other lJork.. , Estimated Cost ~~~O;Oe?.~ . Fee r . (to be paid on filing this applications • If dtvcilin;, nutnbcr of dwelling units' , , , , , , , , , Nttmbcr of dwelling units an each floor . If garage. number of cars • If business, commercial or mixed occ',upancy, specify nature and extent of each type of use . . Dimensions of existing srmctures, if any: Front Rear Depth ' • Hcialit Number of Stories ' Dimensions of same structure with al'tcrations or additions: Front Rear ,r, Depth I~eight ......................Number of Stories ~ . Dimensions of entire new constriction: Front Rear ...............Depth , , Hei;ht ...........NumbergfStories Size of lot: Front Rear...................... Depth . 1. Date of Purchase , , , ,Name of Former Owner . r~~il , , , , . Zone or use district in which premise's are situated iv.. , z, . . Does proposed construction violate any zoning law, ordinance or regulation : . . tiVil[ fot be regraded . I , ,Will excess fill be removed from premises• Yes No . Name of Owner of pre~?~}~se Q l~;S/,piyj,`', , , ,Address ...................Phone No.~!~~ S`C';?-•!'?x3 , Name of Architect • ~t/;~ f4, ~ , , Address Phone No. Name of Contractor ~11~~~/,,~~?~!~??~u~'s;keAddress ~~~~C~,~k':~!~~E'hone No.~~. -~~!.°G~?'. . S.Is this property loc,.~ted~, within 300 feet of a tid~al~wetland? *Y1;S....NO.... *If yes, Southold Town Tzustees Permit may be requir d. . PLOT DIAGRAM ~,v,~zC~~`~~,~y,//~Jr/3 Locate clearly and distinctly all bui~dings, whether existing or proposed, and. indicate all set-back dimensions from operty lines. Give street and block number or description according to deed, and show street names and indicate whether. terior or corner lot. ' • J rATE or• NEw Yoar, s.s II~ AUNTY OF ~f ~dividual s~~t~ ~ ~ ~ • ~ • ' ' ' • • • being duly swots, deposes and says that he is the applicant ` ontract) , ~ovc named. is the ~CtJ1`,?~~L.... . ~ (Contractor, agent, corporate officer, etc.) ~ • • • • • said owndr or owners, and is duly at{dtorized to perform or have performed tltc said work and to make and file this placation; that all statements contained in this application arc true to the best of his knowledge and belief; and that th irk will be performed in die manner scG, forth in the application filed thcrowith. vom to bciorc me this \ i .......day of I, .~~-Qom.........., 19 .~14 Mary Public, , , , ,~.,QQ,,.~, , ,j~„, . ~.,t/ ~ o~ County NELENK.OEVOE NOTARY PUBLIC, Seta of New YM1t (Signature of applicant) No. 4701878, SuBalk Coan Term Expires Merch 30,19~;t[ i I ; =m F iSn y~y R 8~a ~ a ~ a °a ~ i i i ~ 7 _ s ~ m Z UpF s x ~ t~ m ~ °n SpCy?/p o ~ ° = Cpf/ f ~D~. ~B• re, ~l/Nq~ IW _'HFTq~ SQ~i F 0 F~'~t- ~ p~~es X49, a~pN ~Bi i~ ~ N~ n R 7 ~ ~O , O~Q o ~O oZ e o~ ~0 O oo ~ . ~ ~pC a~ $ o o. 2 ov o ~ n ~ 4- a~ 2 4 e~ 2= 0 pZ ~ 7 c. gti 't.o. 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