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HomeMy WebLinkAbout27961-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28261 Date: 03/08/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 30255 CR 48 PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 74 Block 1 Lot 37.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 12, 2001 pursuant to which Building Permit No. 27961-Z dated DECEMBER 13, 2001 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 AGRICULTURAL BUILDING AS APPLIED FOR. The certificate is issued to THOMAS P MCGUNNIGLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A o zed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27961 Z Date DECEMBER 13 , 2001 Permission is hereby granted to: THOMAS P MCGUNNIGLE 30255 CR 48 PECONIC,NY 11958 for CONSTRUCTION OF A 4 , 800 SQUARE FOOT AGRICULTURAL BUILDING AS APPLIED FOR at premises located at 30255 CR 48 PECONIC County Tax Map No. 473889 Section 074 Block 0001 Lot No. 037 . 003 pursuant to application dated DECEMBER 12 , 2001 and approved by the Building Inspector. Fee $ 150 . 00 Authorized Signature COPY Rev. 2/19/98 IF l Form No.6 ? -� - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 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. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: _ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 74— Bloc / Lot Subdivision Filed Map. Lot: Permit No. Z Date of Permit. Z/3-ZO.01 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ `.Y ��3 Applicant Signature BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: -,&L/z&./01 .DATE SUBMITTED:-a 4i/01 APPLICANT NAME: : N0 w SCTM# DISTRICT: 1,000 SECTION:_BLOCK: / LOT: STREET: VSs' b, 416 CITY:�E�oiurc. SUBDIV. NAME: N PROJECT DESCRIPTION: ARCHITECT/ENGINEER� FAST TRACK? N O SINGLE& SEPARATE CERTIFICATION-REQUIRED?_1D NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8; ZONING DISTRICT: CONFORMING. e..1-7Z AcAa � 2 REQ. LOT SIZF&O�, ACT. LOT SIZE: REQ. LOT COV. Oe ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE .,Z& r'1 ACT. SIDE Q. REAR---.'- PROPr OF . REAR . — 6� /w�''� I-e i,,. 5 ver,0 y �/ . WATER FRONT? iVD DESCRIPTION: PANEL #: FLOOD ZONE: , AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REQUIRED: ,�,/j1► SUFFOLK COUNTY HEALTH DEPT: YES (BED#): DTE:—/ / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YESN TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES NYS ENERGY: YES O : N A EGRESS (18 H min.?4 sq otal) VENT(SQ. FT. x 4%) h LIGHT(S FT.x 8%)APIA BUILDING PERMITS OPEN/EXP D: BP_ ! -Z/C/0 - 2 Al HAVE PRE CO'S : Y OR N 13PJ13i `�-Z/C/0 Z- NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR : SF SECOND FLR : SF INTT OTHER TOTAL, TOTAL: SF FEE FEE FEE 'OT( SF)- ( _SF)= SFX$ =$ +$ +$ _$ M-1802 BUILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I 1 FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Cd DATE �'' 0 710 INSPECTOR //iM BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATIO I 1 FRAMING [ ] FIREPLACE 8 CHIMNEY REMARKS: �.�-r.......P_ � i DATE INSPECTOR INSPRCTION •RRPORT DATE • -'aa-axoaari-a =�--acaaa ® n 1 i11 `I -P6M: ATION \ !S.1) rf �1 N ELMATION (2ND) L RMCH FRAMs & G`U PLUMBING fv MME ATION PER N. Y. STATS ENERGY 7{ CODE " . r • 1 (�A FINAL c. C /�,DDITIONAL coMa b ` TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS' BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 �y Survey PERMIT NO. �� l-�/ Check Septic Form N.Y.S.D.E.C. Trustees Examined 20__5L_ Contact: �/ ` 1 Approved 20_nL Mail to: (3 7-" J oa5- Disapproved a/c Phone: r Building r o a frm rr Exq-m!N APPLICATION FOR BUILDING PERMIT Date , 20 o / BLDG.CUT. INSTRUCTIONS t a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupan( is issued by the Building Inspector. 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 wi`ul all applicable laws, ordinances,building code,housing code,and regulations, And to admit authorized inspectors on premises and in building for necessary inspections. i /ae r (Signaturof applicd9t or name, ' a corporation) -30 2 L-57- (Mailing 'S (Mailing ad ss of applicant) /0-ems ,�/// 9 5-F State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Name of owner of premisesj7L (as on the taAoll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. '2- 9 70 57 / Plumbers License No. Electricians License No. Other Trade's License No. — 1. Location of land on which proposed wok will be done: 0 z !� cam :15� /..ee� House Number Streeir Hdialet County Tax Map No. 1000 Section Block ©/ >11 Lot_ Subdivision Filed Map No, Lot (Name) � w State existing use and occupancy of premises and intended useand occupancy of proposed construction: a. Existing use and occupancy ��- b. Intended use and occupancy Nature of work(check which applicable): New Building / Addition Alteration Repair Removal Demolition Other Work o® (Description) Estimated Cost 42 opo io Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor 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 Rear Depth Height Number of Stories Dimensions of entire new construction: Front 9 'O Rear 96-0 ti DepthO-O Height 2 3- O " Number of Stories Size of lot: Front 6 3- o - Rear X63- a Depth z 7 3 Z O 10, 0. Date of Purchase 466 Zztl9-/g Name of FormC Z> Fortner Ownery ji 6n&� 1. Zone or use district in which premises are situated I 9f 2. Does proposed construction violate any zoning law, ordinance or regulation: tc 3. Will lot be re-graded Will excess fill be removed from premises: YES NO 4. Names of Owner of premises 7o Address 30Zj��4*lPhone No.6 3! - 76 57--5'F74- Name of Architect +- Address 01Phone No Name of Contractor Address Phone No. 5r'/6 - ¢37-zz5-10 0;�'//0* 5. Is this property within 100 feet of a tidal wetland? *YES c, NO • IF YES, SOUTHOLD TOWN TRUSTEES 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) SS: 'OUNTY OF ( being duly sworn,deposes and says that(s)he is the applicant '(Name of' 'vidual signing co ct)above named, 3)He is the of (Contractor,Agent, Corporate Officer,etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat 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. worn to before me this / day of lg!2 , 20 0/ Notary Publrc ' Signature of Applicant NOTARY ELIZABETH UBLLIIC.Stat N o lew York No.01 ST6008173,Suffolk County Term Expires June 8,20-6y .. -,..... .., -.:.. _ . - t• -. 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Z/ fir/ Pau/ ' GeZ�.r; N4 Ot 69046 00" 1,9 h hers 9./B, W 9 ° I �� � ���.;,. ,, `'Ott. ♦ 0 h - REVISIONS YOUNG YOUNG ` AUG.24,1989 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK -z HOWARD W.YOUNG I - \ [, �& PWRTMENT-DATA FOR APPROVAL TO'CONSTRUCT ALDEN W. YOUNG " r - PROFESSIONAL ENGINEER AND LAND SURVEYOR ' 4 ERS;,WAIN_MI ±.#.SOURCE OF WATER PRIVATE '° "' N.Y.S. LIC. NO.45993 LAND SURVEYOR. N.Y.S. LIC. NO. 12949 WA:P DIST'_ILQDSECTION 74. BLOCK O.1 LOT ZILA. 'E - ''�� ;3„pAO'6WELLINGS" WITHIN I00 FEET OF THIS PROPERTY SURVEY FOR: _ $ THOSE SffOIYN HEREON. &UAPX.YANO SEWAGE:DISPOSAL SYSTEM FOR THIS RESIDENCE. _ '{ LLTMDRI;E@' ALTERATION OR F SECTION 70 THOMAS - McGUN N.IGLE 4)r 7HESTAN DARDS OF FHE.SUFFOLK GOUNTYDEPARTMENT T` ;.: gU!`VEY-_'15 A VIOLATION OF SECTION \7 L7 V G SE OF ti C7illi,' f s OR".THE:NEW YOAIN.STATE EDUCATION fit, k S Z . IE,4 j}f'T.Ht3`SUA�LEY MAP N07 REARING OG r A `jrE y.AjV�}"9Dttt+EY4'i ,IR1QE� SEAL OR s' GU R TEE ry` ' ` : A5"VAE'K+FAtYE'COPY.T @�CONSIDERED AT p TEL. PECONIC # _ ar - L ti � E'E'^$ INQIfATBR KEREOW SMALL RUN $FN+ TjfEPE ?tf'FQR WHOM^TH6 :TOWN OF SOUT uflO LD �P72-ACRES s SR€TA#Ep nND aN AI$ sEHALF t� % MICR FR©M' 1 OPO.M7aP- FPVE w ,ROVE RNMEN?AL BY AI 6N0'fN INSTITUTION LISTED. P FSR THE SUFFOLK CO DEPT OF � NtI ASSIGNEES OF TRE SUFFOLK CO., N.Y. O `IN* K_' -GUARANTEES ErmarnaxAf ARE. .SCALE: '�I ool AT y (yY$r,SEP t(.�TANK( T)9GESSPOOLS(CP)SHOWN HEREON $; @ SD§iE17UEN7 OWNERS. SEPT. I I98S DATE! 79 43NA'ftb�.DibmiDA'TA'<<f$TN'INED FROM OTHERS. - 4 SEP GENERAL SPECIFICATIONS PAGE INDEX REFERENCE N Yo 0 SITE WORK: THE SITE SHALL BE GRADED TO PROVIDE DRAINAGE 01 COVER SHF�„FT— — — AWAY FROM THE BUILDING. MAINTAIN AROUND THE BUILDINGFLOOR PPLAIN. THE GRADE LEVELS LESTER =PH:(5516) RUCTURES CORP, W.F. °p 0 N�N� - - - - - - - - coNCRLTE WORK RAL PARK, NY 11002 02 _ _ _ _ _ w O THE CONCRETE WORK SHALL CONSIST OF ALL 2250 FAX:(516) 437-2303 03 QILPIAN o R NECESSARY PRECAST OR POUR-IN-PLACE CONCRETE AS PER BUILDING PLANS AND SECTIONS. THE CONCRETE RO$�SEGD01l — SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF LESTER BUILDING SYSTEMS 04 — — DESI P51 IN C DAYS. ALL CONCRETE SHALL BE EL�ANEL LAYDVL — — — — — — z DESIGNED IN ACCORDANCE WITH ACI STANDARDS. 05 � PRIMARY FRAMING COMPONENTS A DIVISION OF BUTLER MANUFACTURING COMPANY 06 T"I's- — — — — — — — — — m TRUSSES: WOOD TRUSSES ARE SHOP/PLANT FABRICATED WITH CONNECTOR PLATES PER — Y SPECIFICATIONS AND CONFORM WITH DESIGN CRITERIA 07 FAL5 - - - — — — — — — o o ESTABLISHED BY THE TRUSS PLATE INSTITUTE (TPI) AND > THE AMERICAN FOREST AND PAPER ASSOCIATION'S TNLS. - - - - - - - - - M McGUNNIGLE ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION 08 m m o OWNER: TO NATIONAL DESIGN SPECIFICATION FOR WOOD (NDS). Q PECONC, NY 11958 FL - - CENTERLINE — — — — — — — — — c GIA OR f� - - DIAMETER i DC_ DETAILS. m 9 RAFTERS: RAFTER SIZES AND TYPE ARE SHOWN PER z BUILDING CASE: COMMERCIAL SF OR - - SOUME FEET DRAWING LEITER BUILDING DRAWINGS. LAO CONSTRUCTION TYPE: USER DEFINED 10 COLUMNS WOOD COLUMNS FOR ROOF, WALL AND BLDG - - BUILDING LF - - LINEAR F00T FLOOR SUPPORT SHALL BE MULTI-PLY NAIL-LAMINATED BTM - - BOTTOM NO - - CONRETE OPENING ID SCALE: NONE 1 1 TyLs_ — — — — — — — — — CC - - CEMENT COATED MSR - - MACHINE STRESS PAGE NUMBER Ul SOUTHERN YELLOW PINE ( BETTER. EACH PLY OF AREA 4$00 SQ, FT, Ca - - COLUMN RATED LUMBER UPPER AND LOWER PORTIONS (IF REQUIRED) SHALL BE CONC - - CONCRETE MPH - - MILES PER HOUR 1 2 — — — — — — — FACTORY JOINED BY GLUED STRUCTURAL FINGER JOINTS OF - - DOUGLAS FIR O.C. - - ON CENTER EACH DETAIN HAS A FIVE DIGIT ALPHA-NUMERIC NAME. DGB - - DUG. GABLE BRACE OVHD - - OVERHEAD THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. BEFORE COLUMN PLIES ARE NAILED TOGETHER. IF 30 PSF — — — — — — — — I ROOF LIVE LOAD m - - EXIT LIGHT OVHG - - OVERHANG PLACED IN GROUND, LOWER PORTION H COLUMN FOR ® - - FIRE EXTINGUISHER OPG - - OPENING S� n 2/((6-' Z 12 INCHES MINIMUM ABOVE GROUND SHALL BE N ROOF DEAD LOAD 4 PSF FDO - - FURNISHED BY OTHERS PS - - POLE BARN NAIL u W ,(v0 — — — — — — — — — — O PRESERVATIVE TREATED TO .6PCF RETENTION OF 0 (NOT By LESTER BLDG SYS) (RING SHARK) GROUP DIVISION DETAIL NUMBER 1 4 CHROMATED COPPER ARSENATE (CCA) TYPE C (OXIDE Q CEIUNG DEAD LOAD 1 O PSF FDN - - FOUNDATION RO - - ROUGH OPENING FIN - - FINISH PSI - - POUNDS PER SQUARE INCH — — — — — — — —CORRECT . SEE FLOOR PLAN AND CROSS SECTIONS FOR - THE FIRST LETTER DESIGNATES A BROAD SUBJECT CROUP. 1 5 J 0 PSF FL - FOOT OR PSF - - POUNDS PER SQUARE FOOT X CORRECT SIZES. FLOOR DEAD LOAD FT - - FOOT OR FEET RS - - RING SHANK ( NAIL) THE SECOND LETTER SHOWS A SUBDIVISION WITHIN THE GROUP. � W000 STUDS: ALL STUD FRAMING SHALL BE GRADE Z FO - - FINISH OPENING SQ - - SQUARE 1 6 — — — — — — — — — — = T MINIMUM, PRIMARY FRAMING IS FACTORY CUT TO L7 WIND LOAD NY MPH PSF GA - _ GAUGE SYP - - SOUTHERN YELLOW PINE THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL rn LENGTHS REQUIRED. STUDS MAY BE A SINGLE L711 DALV - - GALVANIZED TkG - - TONGUE AND GROOVE WITHIN THE DMSION. PLY DOUBLE PLY 2X4, 2X6, OR 2X8 MATERIAL LOCATE W EXPOSURE B MDR - - HEADER TYP - - TYPICAL // / 1 7 / 3000 PSF(P MED) :NS - - INTERMEDIATE VS - - VAPOR BARRIER DMSIOfJ SUBJECT DMSION SUBJECT 1 8 — — — — — — — — — — TWO - - TREATED STUDS AT i6", 24" OR 48" O.C. AS SHOWN ON SOIL BEARING LOIS) - - POUNDS WOO _ _ WINDOW a BUILDING oRAwwcs. NY STATE "FLOOR PLAN H =BRACING SECONDARY FRAMING REFERENCES W/O - - WITH OUT B =WALL SECTIONS I .CAVE TREATMERT(VOES&ENDS) 19 — — — — — — — — — — WOOD FRAMING: ALL WOOD FRAMING SHALL BE (Q2 Q o -�rNiE[NG INFORMATION K -w�DFlo�DRs AND x1NDows -SLKRNG AND OVERHEAD DOORS — — — — — — — — — — G AO MINIMUM. THE SPECIES WILL VARY PER F(A-E) -WALL STRUCRMAL FTWANG Y -EXTERIOR WNL FINISH 20 AVAILABILITY AND PLANT LOCATION. THE SPECIES MAY -SRRUCRV 1 HEADERS N -INTERIOR RMSH BE ED OTHER SE O FIR LARCH UNLESS SPECIFICALLY Q IMPORTANT SAFETY INFORMATION G(M-N) 'TRUSS WALL poo`FRAMING ° ACCESSORIES 21 — — — — — — — — — — Q w NOTED OTHERWISE ON BUILDING DRAWINGS. 00 HEADERS; HEADER SIZES AND TYPE ARE SHOWN PER ALL DETAILS ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER 22 — — — — — — — — — — ir M BUILDING DRAWINGS. ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LESTER ERECTION SAFETY INFORMATION PACKM DIRECTIONS ON THE PACKET ENVLOPE WITHN THE STRUCTURAL @ NON STRUCTURAL DETAIL SETS. J} PANELS OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. U X NO PAGE NUMBER IS GIVENIH 23 ROOF AND WALL PANELS: METAL ROOF AND WALL THE ERECTION SAFETYINSTRUCTIONS (INCLUDED IN THE PACKET)PROVIDE DETAILED INFORMATION AND INSTRUCTIONS TO ASSIST IN SAFE BUILDING ERECTION. Z Z} Z z Z PANELS. IF SHOWN ON DRAWING. SHALL BE LESTER — — — — — 29 GA. (NOMINAL) UNI-RIB. THE PRIMARY RIBS ARE COPIES OF THE FOLLOWING WARNING LABELS ME ALSO INCLUDED IN THE ERECTION SAFETY INFORMATION PACKET ANO ON THE ROOF PANELS AND WOOD BUNDLES: SYMBOL DESIGNATION 24 CA U CA 7/8" HIGH SPACED 12" O.C. WITH A 36" WIDE PANEL THE FOLLOWING SYMBOL DESIGNATIONS INDICATES THE 25 — — — — — — — — — — M.In 2 THERE ARE 3 LOW RIBS BETWEEN THE PRIMARY RIBS OV�/AR N I N G OWAR N I N G DETAIL TO REFER TO FOR ADDITIONAL INFORMATION. 26 rd 00 AT 3" O.C. FOR ADDITIONAL STIFFENING. THE UNI-RIB I 1 — — — — — — — — — — o n a PANEL IS MANUFACTURED TO ANSI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD POINT AND 82,000 PSI MIN. PURLINS, GIRTS YOU MAY FALL FROM ROOF CUSTOM DETAIL GA—A TENSILE STRENGTH. SEE BUILDING DRAWINGS AND/OR AND BRACING AND BE KILLED OR SERIOUSLY 27 _ _ _ _ _ _ _ _ _ _ D. ORDER FORM FOR SPECIFIC TYPE OF FINISH REQUIRED. INJURED. LINER PANEL: LINER PANEL, FOR INTERIOR USE ONLY, Roy^Taerrs WW Mra 28 — — — — — — — — — — O ` 'xvwT nusRa"Ro m�++ •Nris rRe aeevn. STRUCTURAL DETAIL GA310 U IF SHOWN ON DRAWINGS, SHALL BE LESTER 30 GA. rxo:An,rn W MTrousLr wino. H (NOMINAL) UNI-RIB, THE PRIMARY RIBS ARE 7/8" HIGH 29 — — — — — — — — — O W o SPACED 12" O.C. WITH A 36" WIDE PANEL. THERE ARE GA310 30 - - - - - - - - - - 3LOW RIBS BETWEEN THE PRIMARY RIBS AT 3" O.C. C� NON-STRUCTURAL DETAIL H' O} FOR ADDITIONAL STIFFENING. THE UNI-RIB PANEL IS 31 0:0 z MANUFACTURED TO AISI/ASTM SPECS, WITH AN 80,000 .a++•x 4•+� — — — — — — — — — — =C PSI MIN. YIELD POINT AND 82,000 PSI MIN. TENSILE sr+KR w I r�Aom AIF TAO00wst oRcaLw ~ STRENGTH. SEE BUILDING DRAWINGS FOR SPECIFIC DANK oVr 32 — — — — — — — — — — =z< LOCATION(S) REQUIRED .t;IPIM11O6' _�+ a a -A OTHER Wood Member Warning Roof Panel Warning 33 fxLL>o METAL CONNECTORS, ALL LIGHT GAUGE METAL U'+ > CONNECTORS ARE GALVANIZED STEEL TO MEET OR NOTE: 0 3 0 0 EXCEED REQUIRED DESIGN STANDARDS. THESE WMNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS AND MAY VARY FROM MPUCABLE ` WOOD: ALL NON PRESERVATIVE TREATED WOOD SHALL LAWS AND REGULATIONS. ALL LOCAL, STATE, AND OSTM SAFETY REGULATIONS MUST BE FOLLOWED AT ALL TIMES.THE ERECTION CONTRACTOR HAS ULTIMATE REVISIONS BE PLACED A MINIMUM OF 6 INCHES ABOVE FINISHED RESPONSIBILITY FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. GRADE UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS IMPORTANT NOTICE TO BUILDERS... SYM. PAGE DATE DESCRIPTION BY q emo SECTION(S). rr FASTENERS: ALL FASTENERS SHALL BE PER BUILDING DIAPHRAGM DESIGN "1� No NN DRAWINGS AND DETAILS. C• m p 1 NOTES: INFORMATION MEMBERS WITH IDENTICAL LENGTHS MAY HAVE DIFFERENT END USES MD Q SEE BUILDING DRAWINGS FOR OTHER SPECIFIC THE BUILDING IS DESIGNED USING THE ROOF AS A MAY BE OF DIFFERENT SPECIES. - 9m`^'ov$ MATERIALS REQUIRED FOR SPECIFIC JOB THAT MAY NOT DIAPHRAGM (DEEP THIN BEAM) TO TRANSFER SIDEWALL L mo H. m BE INDICATED WITHIN THIS SECTION. ENDWALL, AND ROOF LOADS TO THE SHEAR WALLS WHICH i0 HELP INSURE THE CORRECT LENGTH AND SPECIES OF LUMBER IS use0 ' w F3mmz THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS IN ITS INTENDED APPLICATION A COLOR CODE SYSTEM HAS BEEN ESTABLISHED. p ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND CO W'C J2< THIS APPLIES TO FACTORY D IN GIFTS, `• y 1 F� w ANY FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS /� 0"8387, ORD B CHR6=AND MAY BE DETRIMENTAL TO THE BUILDING'S STRUCTURAL BOTTOM NAILERS ONLY! sF PERFORMANCE. BUILDING DESIGN IS BASED ON THE NUMBER, RED SIZE AND LOCATION OF OPENINGS ON THE DRAWINGS. THIS CERTIFIC LESTERS ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL ALL WALL GIRTs WILL HAVE THE ENDS PAINTED EM STRUCTURAL DESIGN _a THE (n INTEGRITY OF THE BUILDING IF ADDITIONAL OPENINGS, NOT BLACK OF THE FRAMING ING PARTS MANUFACTURED BY LESTER CD �o ALL ROOF PURLNS WILL HAVE THE ENDS PAINTED BIACK BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR EQUIPMENT. VENTILATION, PLUMBING, ELECTRICAL ERECTION, ~ '� SIZE OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN BROWN DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE lU J o.3 PERMISSION FROM A LESTER REPRESENTATIVE. ALL BOTTOM CHORD BRACES WILL HAVE THE ENDS PAINTED BROWN FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. BLUE m <w SEE PAGE 4 FOR CRITICAL REFERENCE ALL EAE NAILERS WILL HAVE THE ENDS PAINTED w OF ENGINEER STAMP FOR OF DIAPHRAGM FASTENING DETAILS DA003 STRUCTURAL DESIGN ONLY FULL RI m' , 1 o Yo , 0 0 O w z 6> 4 o O D � � 12 4 z 11 �1 II II 1i II i1 11 II 11 1111 .1 111. r1 .r 1111 .I 11 II .111 �� 11 II r, II II .1 11 .111 .1 11. 1� .1 .11 .1 II II 11 .111 II II 1111 111111 II .11 1 II II 1. .11 m u n u u u n n n n u u u u n u n n u u u n u u u u n n n n n u n u u u 11 a 1111 u u n u n u u n u u n n u n u n n u n n u u n u l Y III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III U O n u u n u u n u u n u u l u n u n 11 11 11 l u n u n n n ii n n u n u u u u u 1i n u u n u u n u u it ii u u n n u u i1 n n u n u u u n n u n n n u 1i n u u u u u u u n n u n n l > O loon uuu uuuull ♦ puu uun11111111'1 unnunnilnnu unn un nu uuun11u11111111u 1111u11u11nnuun uununu uuunnnu nnnu uuuuunul IIIII I I I m m i ., lu unn a uull nn loon n nll 11 11 11 11 ., n nn n n n u nu n uunnuull 11 11 11 11 11 11 11 lluuu uun n uu u u u u u un a nuu un 3 x 111 II II II II II II II II 11 III II II II II 11 11 11 II II � II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II 11 1111 II II II II II II II II II II II 11 1111 II II II II II II II II II II o V � Y luuuuuu uullu In uu nnnlln1111 o nuuuuu uun uuuun nn ulln 11 n111111 'Iuu a UllUun11111111111111 a N: uun uunuuuunu o I n n n u n n n n n u 1 n n n n n 11 11 11 11 11 u 11 a unu n u U u n II n n a 1 11 u u 11 n 11 11 11 11 11 11 11 11 11 11 n a u 11 u n n U n n u u u u n u u u u u u n u n u 111 II II II II II II II II II III 11 II 111111 II II II II � III Hill 111111 II 11 II II II II 1 11 II 1111 II II 11 II 1111111111 111111 II II 1111 II 11 111111 II II II II 1111 II II II II 1111 II11 II 11 Ll 16'% 14'SLAING DOOR 12'X 12'SLIDING DOOR I Endwall 1 ElevationZ Sidewall 1 Elevation � p O O X I- u � u rn N c X 12 Q N 4 1 11 11 1111 11 11 1. 11 11 11 11 11 11 Ir rl 11 11 r1 11 11 11 1. 11 11 .1 r. 11 11 11 11 11 x111 .1 11 .1 11 11 11 r1 1r 11 11 11 11 1. 1111 11 11 11 11 11 II 11 .I 1111 11 11 1 41 11 1 .1 11 11 11 11 11 11 11 II II 11 11 11 11 11 11 11 11 11 11,1 1. 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II 1, 11 1. 11 .1 11 11 11 11 11 11 1r II II 11 11 11 11 11 11 1 11111111 1 11 II II II II 11 11 II 111 11 1 I 111 II II II II 11 II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II 11 II II II II II II II II II II II II II o uuuuuu uuuul r uuunuull 1111" I unnnunnuuuuuuulr 1111 r1111111nununll '11111u11nnnn nunuuunuuun nnunuun uuu nuunuul ON II II I III II II I I11111111111110 Jof m rr 1 111 II 111111111111111111111111111 rl 11111111 Ir 111111111111111111 II 1111111111 r1 1r 11 1111 Ir rl 11 11 11 11 11 1r x111111111 r1 11 11 1r 111111111111 P 1 11 11 11 1111 11 1111 11 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 P 1 11 11 11 11 11 11 11 11 11 11 11 I I 1111 11 11 11 1111 11 11 11 1111 11 11 11 11 11 1111 11 11 11 11 11 11 11 11 11 1111 11 11 11 11 11 1111 11 1111 11 11 11 11 11 1111 11 11 11 � p 111111111111111111111111111111111111111111111111111111111 II 111111 II 1111111111111111 II II 1111111111 II 11111111111111111111111111111111111111111111111111111111111111 II 1111111111111111111111111111 �7Z _e e 1111 11 11 11 11 1 11 11 1 I I rl 11 11 11 11 11 11 I I 1111 11 11 11 11 11 11 11 11 I I I I I 11 I I 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 0 11111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 �r 11 II 11111111111111111111 II 1111111111111111 d'r UUU_ U U 11 11 11 11 11 I I 1 11 11 � 11111111111111111111111111111111111111111111111111111111111111111 = 1111111111111 11111 11111111111111111111111111111111111111N1111 111111111111111111111111111111111111111111 6 oao W Fna 36 X 60 WALK DOOR 72 X 0 WINDOW 72 X 46 WINDOW Endwoll 2 Elevation Sidewall 2 Elevation o: n: 0 U N W O r m¢> KOZ =Z< mw 0 m W K 6 1 O 3O0 ELEVATIONSi�� .Nm O NOO A2 SCALE: 1/16=1 0p 1'. = .010 1 OZNY00 00 m OYY 0 Z p 07UI \v� wr�u2 JNa UtLW THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN N z OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER o BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS W Z EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, a o DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE n FLOORS. ETC. IS THE RESPONSIBILITY OF OTHERS. —I m aw A83 1 0907 Uni—FIOme I 7 ENGINEER STAMP FOR 1- 50 X961X14' PRE DA003 STRUCTURAL DESIGN ONLY FULL RI m BUILDING COLORS RDF METAL— B Wht CUPOLA BASE — -- i O SIOEWALL F Grn GUTTER o ENDWALL F Grn DOWNSPOUT— None 0 9> GABLES F Grn SLOG DR. PANEL- F Grn BASE F Grn SLDG DR. VERT.- FGrn N w O CORNER F Gm SL. DR JAMB TR- F Grn °1 EAVE/FASCLA — B Wht SLD. DR TRACK— F Grn 96'-i 1/2' OUT TO OUT OF COLUMNS GABLE/RAKE B Wht GVHD DR TRIM— -- a o O SOFFIT -- WALK DOOR— White WAINSCOAT -- WALK DOOR TRIM- B Wht 8-0 3/4" 8'-0" 8'-0' B'-0' 8'-0" 8'-0" 8'-0" 8'-0' 8'-0" 8'-0" 8'-0' B'-0 3/4" ACCENT PANEL— N/A WINDOW While (� GABLE ACCENT— -- WINDOW TRIM— -- GABLE LOUVER— -- VENT DOR — -- DUTCH DR.FRAME- -- z 4-O' RIDGE CAP TTN B Wht DUTCH DR.INSERT- P. RIDGE VENT O <F> A CUPOLA ROOF— None BHIFLDEDOOR— m O CUPOLA BODY— -- MANSARD RF — -- B WHT 000 BONE WHITE C BLK 008 CHARCOAL (TRIM) U O TCR888-22' I I I TS808-22' TCL888-22' C RED 001 COLONIAL RED F GRN 009 FOREST GREEN > O 1 I I I I(TYPICAL) "o S TAN 002 SAHARA TAN CLAY 010 CLAY z o C BRZ 003 CLASSIC BRONZE V BUR Otl VINTAGE BURGANDY m m O I W SND 004 WHITE SAND GLVLM GALVALUME m I I I I I I I I I I I P. a� Q BLU 005 QUARRY BLUE GALVZ GALVANIZED i OA HIS I I I I I 5 SLV 006 SATIN SILVER W TLP WHITE TRANSLUCENT PANEL ALL S DRY 007 SLATE GRAY m C TLP CLEAR TRANSLUCENT PANEL TE686-24' TE686-24' FASTENERS FOR COLORS ARE PRODUCT FASTENER NPM: WALLSERSOOF WALLSERICEILING SHUTTERS AND NON STANDARD NAILS: UNI-RIB STEEL MAY BE ❑ ❑ ❑ ❑ DESIGNATED BY VENDOR 10' DG HB562 m PASLODE GUN NAILS:❑ ❑ ❑ C3 TE68Z 2D6Gg 2X6 SYP NO.2 DIAG 1 - PLY 50' 10' DGB GALVANIZED SCREWS:❑ p ❑ 13 GBL BRACE IN INTERMEDIATE B4. COLORED SCREWS: ❑X ❑% ❑ ❑ a z TE686-28' LENGTHS NOTED TRUSSES O 8' O.C. TE686-26' 0 A4 0 x 1 u 12' DGB 12' OGB m ®FOOTING SCHEDULE-SEE SYMB.ON PLAN Ch 0 — - TAG DESCRIPTION DUAN UM o x /RIDGE LINE TE686-28' A 8" DIA X 8" THK POURED FOOTING, 0.044 CYD 16 EA m 1 1 - - _ - - 0 24" DIA X 8" THK POURED FOOTING, 0.078 CYD 20 EA R � C 28" DIA X 8" THK POURED FOOTING, 0.106 CYD 1 EA S12' DGB 0 12' Dce 2 - PLY 2%6 8' SYP TE686-28' I NO.2 VERT STFNR `o 0 12' DGB HB660 oN wrn O TE686-28 3 - PLY 2X6 72-14" 2X6 14' (0.20) SYP 5 - PLY 2X10 12' 10' DGB SYP NO.2 KNEE BRACE NO.2 SW COL 2X8-18' w 1D' DGB IS REQUIRED O BOTH SUPPORT DFL/ TRTD. JAMB TE686-26' F 2250E-1.9E MSR TO FOOTER Z TE686-26' SIDEWALLS STRUCTURAL HEADER z z 0 HD710 HD574 0302 BEV 2X3-12' c'�o 1 2X4 SYP NO.2 u u(5 i° CORNER BRACE Oq 5 u o TYPICAL ALL N M N U HA528 0 0 w TE686-24' I I I I I I TE686-24' u H M a m TS808-22' TCL888-22' (TYPICAL) O O O O O O O O B C OI O O TCR888-22' U N m o 2 12'-0' =0 �oz N Y Q< 8'-0 3/4" g'_p• g•_p• g•_p• B•_p• 8'-0" 8'-0" 4'-0" 12'-0' 8'-0' 8'-0' 8'-0 3/4" v=i w a Jm p. 3W Q W <9> 1 >0 _ 300 ��GNPtiL D4 FLOOR PLANS 961-1'-08 A3 �t vru r, J/JZ 9m�oS3 °B: y mox&"� 4; % OOm w3m z i u�i 18387 1 �� Ana ua BAST(•. BUILDING SIZE 10 OPENING E D L P NOMINAL PA 10 OPENING TYPE MOD L HYPE N MINAL SCHEOU OPi1 QF`L[`J'1(Aivr� I L 5 SLIDING - 4' HIGH METAL CLAD SPUT SLIDING 192 X 168 4 WIN W - SIZE COMM RCI S 15-900 WH XM WINDOW 7 X 48 DUMOf NS NAW E BASK RON YOVT 2 LES LI LNG DOOR - SP 120 HIGH METAL CLAD SPLIT BODING 144 X 144 5 WINDOW - COMMERCIAL SERIES-900 WHRE THERMAL WINDOW 72 X - THIS CERTIFICATION IS LIMITED TO THESTRUCTURAL DESIGN o2 (HOT TO S ..) OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER 0 OOR BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH ASEQUIPMENT.VENTILATION. PLUMBING, ELECTRICAL, ERECTION, 0o2 51 3 WALK DOR - COMMERCUL RIES-5100 WHITE SINGLE 36 X BO DOORS, FIRE RESISTIVE REQUIREMENTS. INSPECTION, CONCRETE FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. J j n. O] a w AC310907 FLOOR PLAN FRE DA003 STRUCTURAL DESIGN ONLY FULL R7 m WW�L 2 VO O DIAPHRAGM HARDWARE IS REQUIRED AT EAVE AND RIDGE RIDGE FLASHING LOCATIONS JF705 _ O w z IF203 GA442 0 SCREW FASTEN ROOF p 29 GA UNI-RIB METAL 2�lol T" ROOF PANELS 2X6 94 3/16" 31 DFL/SYP (BLACK) Z PURLIN 72 ]7' j U 4.00 m 31B 1)A SZ U O 31 > O RAKE TRIM JF330 2X6 94-03" DFL/SYP GA1 22 MF738 (BLACK) PURUN 11 'm m z v 0 " OVERHANG PURUN ROOF GA142 j1 F PES 2X2/2X6 SYP. g0 - o 3i �N1,a1B RIDGE NAILER 50' WIDE GABLE FF302 GA152 TRUSS AT ENDWALL 37' 2X6 12' SYP NO.2 HB562 32 I DIAG GBL BRACE SIDEWALL EAVE OVHG IF130 Z FLASHING k SOFFIT TRUSS TO COLUMN HD506 X CONNECTION a � u � H a X 2X10 INSERT AT FF388 ^� o 2X4 TRUSS CORBEL 2X4 94-07" SPF NO.2 CENTER PLY (FIELD BLOCK AT EACH (BROWN) BTM CHO BRACE CUT) - GA172 ENOWALL COLUMNFF31 8 u 2X4 94-07" SPF NO.2 50" CLEAR SPAN 14c-1/4" (BROWN) BTM CHO BRACE TRUSSES AT 8' O.C. IN POCKETS. RUN 2X12 TOP CHORD STRAIGHT BETWEEN 2X10 BTM CHORD ^ r ENDWALLS. SPACING(IN): 2096 + 3072 + 2096 a m 122-1/4" 12z-1/4- 00 m n' N m N ZZ> ZO2 2X4 70-07" DFL/SYP FF430 4a-1/+• 2X4 94-07' DFL/SYP FF430 98-1/4 o 240OF-2.OE MSR o 240OF-2.OE MSR c g Z (RED) WALL GIRT Y (RED) WALL GIRT ,0 0 (LENGTH VARIES BY N LL s p o w BAY) i o 'u r M a 14-1/4' 74-1/4" X 38" END WALL 29 CAMF044 38" SIDE WALL 29 GA. MF044 4 m UNI-RIB PANELS + + N - UNI-RIB PANELS w 'v a O TE80B 24' SYP TRT 1 - r so-1p" TS808 22• SYP TRT #1 w-1/4' w o COLUMN LENGTHS MAY COLUMN O: VARY SEE FLOOR PUN r 00 > KOZ METAL BOTTOM MF113 2e-1/+" 4" FINISH FLOOR (F.B.O.) METAL BOTTOM MF113 28-i/4' 4" FINISH FLOOR FBO.) Nam CLOSURE CLOSURE ( ' =Z 0wa m 2X8 70-07" SYP N0.2 FF41 1 « 2X8 94-07" SYP NO2. FF41 1 rc 3 w TRTD .6 CCA SPLASH w > TRTD .6 CCA SPLASH - PUNK a 0 PUNK a 30 3/8" PREFORMED EF130 3/8" PREFORMED EF130 ANCHOR ROD SEE ANCHOR ROD SEE Q� FLOOR PLAN FOR LOCATIONS FLOOR PLAN FOR G V 1� ,,ryry LOCATIONS NpEL 04 NOO O NO NAI.1 h VI Up >Nb Z { OzNYO II / moxmu'�.^ .00 i i POORED FOOTING wa ua POORED FOOTING �' ON UNDISTURBED ON UNDISTURBED ?n 07838-1 INORGANIC SOIL INORGANIC SOIL SEE FLOOR PLAN SEE FLOOR PLAN U FC g °� r FOR FOOTING SIZE A4 EndWall Section FOR FOOTING SIZE ` SideWall Section THIS CERTIFICATION �® tr51 ' UCTURAL DESIGN N �� wic. -62 1/4 . 1 `� scAtr: 1/4= 1 BUILDINGOF THE FS�1'STEMSING N(BUTLER MFG CO), ALD C L OTHER REMSED BSUCHSTAS L 7_ ��' EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, ~ DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE J o FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. -1 a m aw BA310907 Uni-FfOm@ I B DA003 ENGINEER STAMP FOR 50'X96'X14' PRE STRUCTURAL DESIGN ONLY FULL Rl m WLn O y� NO O O S1 Panel Table - - - - - - - - - - - C C C C C C C C N O ID Color Len — — — q O A FG 14'-9 1/8" o R B FG 12'-1 3/4" C FG 2'-3 1/8' D 1 z D1 FG 12'-2" A A A A A A A A A A A A A A A A A A B B B B A A A A A A O Color Legend — — — — — — — — — — — — — — — — — — — — — — ———— — — — — — — — — Y FG Forest Green c 1 > o J m � o o L S2 Panel Table - - - - - - - - - - - - - - - - o ID Color Len 5 STEEL PANEL LAYOUT A FG 14'-9 1/8" HJ SCALE: NONE Color Legend _ FG Forest Green z A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A < — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — X F S2 d u rn N a X ro NOTE: START GABLE PANEL LAYOUT NOTE: START GABLE PANEL LAYOUT AT PEAK AND WORK BOTH WAYS AT PEAK AND WORK BOTH WAYS o� �rn E1 Panel Table >� ID Color Len E2 Panel Table z ID Color Len z A FG 15'-2 5/8" o d A FG 15'-2 5/8' B FG 16'-2 5/8" G H I J K L M N € M�zz B FG 16'-2 5/8" M N U C FG 17'-2 5/8" c - - - o M a D FG 18'-2 5/8 C FG 17'-2 5/8" " I I I I E FG 19'-2 5/8" I I D2 I I D FG 18'-2 5/8" I I ad F FG 14'-1 3/4" I I I I E FG 19'-2 5/8" I I uo G FG 5'-8 5/8" I I I I F FG 20'-2 5/8" I I o G FG 21'-2 5 8" I H FG 6'-8 5/8' B C D E F - - - F F 0 P Q R / I - - - - - - - - - - - - - - - - - H FG 22'-2 5/8" B C D E F G H I J K L M N 0 P Q D< I FG 7'-8 5/8" - - - - - - - - - - - - - - - - - woz 1 FG 23'-2 5/8" Y J FG 8'-8 5/8" E 1 x z Q J FG 23'-2 5/8" E2 K FG 8'-8 5/8" m o K FG 22'-2 5/8" 3 w L FG 7'-8 5/8" W >= M FG 6'-8 5/8" L FG 21'-2 5/8" A 305 M FG 20'-2 5/8" N FG 5'-8 5/8" N FG 19'-2 5/8" 0 FG 19'-2 5/8" W Amo " 0 FG 18'-2 5/8" P FG 18'-2 58 M / O NOO Q P FG 17'-2 5/8° FG 17'-2 5/8" No ae� Q FG 16'-2 5/8" � UYY R FG 16'-2 5/8" s m�o S FG 15'-2 5/8" R FG 15'-2 5/8" / W;mmz D2 FG 14'-2" Color Legend J N(LU44 FG Forest Green �L O'838T'� Color Legend �' �� z FG Forest Green Q�FFCGy0 THIS CERTIFICATION b t 3 UCTURAL DESIGN N i OF THE FRAMING AND S MANUFACTURED BY LESTER °o BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL. ERECTION, ~ '� DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE W J a FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. Ja DO Im CA3 1 0 9 0 7 STEEL PANEL LAYOUT PRE DA00 3 ENRUCTURALTAM FOR DESIGN ONLY FULL Ri Job russ russ ype D.RANCOR 045999 LESIIR LD.NUMBER 045997310907 50T80D DBL. FINK 1117 0310907601 0 WI(.O MAIFIML MPO) GALVANIZED STEEL MAIENIL (TTTE) GALVANIZED STEEL w TWGKHM (OR cumE) 20 GAUGE n9cxNEss (a+GNmEJ 20 GAUGE I Y 0 0 es erBuilding Systems, ear Brook, aAug I e nus nes, nc. aDec age DESIGN Lao(sPEcs) oEswe Lao(SPECS) o 9-10-0 17-5-0 25-0-0 32-7-0 40-2-0 50-0-0 'wP"0V''� rRPRwALs N 4 9-10-0 7-7-0 7-7-0 7-7-0 7-7-09-10-0 0 1/1 g, 0 41/16+ i 0 e 0 4 m 0 O � � 8x18 M1120H II 1 1/2 I`7 4'00 rT�r N ° I \ Z 5 a VALUES SHOWN ARE FOR VALUES SHOWN ARE FOR f= 5x8 M1120H "' SOUTHERN YELLOW PINE h ° ° SOUTHERN YELLOW PINE n 5x8 M1120H OR DOUG FIR AND USING OR DOUG FIRON AND USING m 2.5z6 // n a tOd COMMON NAILS .n a y 10d COMMON NAILS 6x8 4 6 6x8 � 5 AT ALL CONNECTIONS AT ALL CONNECTIONS Y 1 UNDER A NORMAL LOAD UNDER A NORMAL LOAD U 2.5x6 3\ W 1 7 1 9/le. 4 1 9/ DURATION. 1 DURATION. j p 2 8 I W3 2 W W3 1 m z ix ix o PFD26 FULL 4 W DD1 12 CONSTRUCTION HPRDDWARELE EY=1X6 RO DD132 CON96 STRUCTION HARDWARESADDLE GER3"2K6 R60 0 N 1 9 N LLSTrn LD.NUMBa1 045994 oI� y-1 IL LLurRu4 UrPE7 GALVANIZED STEEL3" 18" LONG 046501 1 O%20 MII18H = 16 15 14 13 12 11 7p ^ o ao(vEGs�) 18 GAUGE WIDE MATERIAL: L 10x20 M1118H - Ir GALV. STEEL ATNNIGVALS J ,l;•,• LOAD: 1500 LBS 9x10 MII18H =6x8 - 6z8 = 7x12 M1120H - (NORM) 7x12 M1120H - 7z10 M1118H -9x10 M1118H = Z 1 1/4" 2" O.C. 54 PRE-PUNCHED � �- HOLES IN EACH a 3�4 1• 1/4" PLATE 5 SPACESHE >< AT 1/2" " PRE PUNCHED & m 11-4-3 20-5-6 29-6-10 38-7-13 50-0-0 m EACH HOLES H rn ROX VALUES SHOWN ARE FOR I" D.C.. a x 11-4-3 9-1-3 9-1-3 9-1-3 11-4-3 ^ SOUTHERN YELLOW PINE 1/4 1' D.C. Plate sets X,Y: - - -4- -4- - - 4: - - - - - - -4- OR DOUG FIR AND USING _j I ��" STAGGERED $ Ip . IGd COMMON NAILS 1/4'-� 2' O.C. AT ALL CONNECTIONS 14 UNDER A NORMAL LOAD LOADING (psf) SPACING 8-0-0 051 DEFL in (loc) I/defl PLATES GRIP 9/1g• f 3� DURATION. TCLL 30.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.77 14 >767 M1120 220/190 TCDL 4.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -1.1712-14 >508 M1120H 165/143 I_ 3' BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.38 9 n/a M1118H 170/148 BCDL 10.0 Code NBC/SOCA 1st LC LL Min I/deft = 360 Weight: 520 Ib LUS24 FLUSH MOUNT HANGER 2X4 96 3' % 18' N318 METAL NAIL PLATE oa m DD144 CONSTRUCTION HARDWARE 3'=1 RD DD180 LUMBERMATE COMPANY HARDWARE 1.5 Rl 0 LUMBER BRACING w TOP CHORD 2 X 12 DFSYP 2250F 1.9E TOP CHORD 2-8-0 oc purlins. (p1 2 1/4'LE. G NUMBER 046123 LESTDt W.RAYBFR 046027 •- BOT CHORD 2 X 10 DFSYP 2250F 1.9E BOT CHORD 8-0-0 oc bracing. �� •• MPE) GaVANCm Maw YATEM& IT-70 Gwv STEEL z Z r WEBS 2 X 4 SYP No.2 -Except* (GR GWGQ to GVM£ JA-5 Z�Z W2 2 X 6 OFSYP 195OF 1.7E, W2 2 X 6 DFSYP 1950F 1.7E a nlICNEss (a GNUGE) 14 GAUGE o Lao(svccs) 1200 LBS UPLIFT • DESIGN Lae(SPECS) 960 1115 1401 1REACTIONS (Ib/size) 1=8683/0-9-4 (input: 0-9-4), 9=8683/0-9-4 (input: 0-9-4) •• LS Nvc 'D�' M APPROVALS ICBO #3532 I� M O Z saan OW101 SBCCI #7967 s N U FORCES (Ib) - First Load Case Only °o BocA/2e-to1 LIZ Z F Nrc MOu-n-u u FOnLa n a TOP CHORD 1-2=-20651, 2-3=-19622, 3-4=-19622, 4-5=-15413, 5-6=-15413, 6-7=-19622, 7-8=-19622, 8-9=-20651 N Iced#3572 2 �z' onE rA/ez-aez4.T BOT CHORD 1-16=19435, 15-16=16214, 14-15=16214, 13-14=12556, 12-13=12556, 11-12=16214, 10-11=16214, 9-10=19435 WEBS 2-16=-1749, 4-16=3360, 4-14=-3498, 5-14=4363, 5-12=4363, 6-12=-3498, 6-10=3360, 8-10=-1749 �_ \ e IR ¢ t` OR SOUPHER WUVXUES LON RE FPNE AND OR MUG USING e O a VALUE SHOWN Is FOR U NOTES N M Do 1 1/4•x 1O ya.511FM NAIL _ ONE'PA*r OFµGES L1 1 Dead loads shown include weight of truss. To chord dead load of 5.0 FASiEXERS uN0a1 A NMWL 5 ° No 9 P psf (or less) is not adequate for o shingle roof. Architect to I Lan DMRAMN. e 0 •VALUES SHOWN ARE FOR w o verify adequacy of top chord dead load. 0 Dour Fw OR WNOARE FO 2) All plates are MI120 plates unless otherwise indicated. m.Low NNE un UsNG 33 WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size. 16 RT-20 e 0 1 L rASITFERs uNom 00>_ 4 One RT7 USP connectors recommended to connect truss to bearing walls due to uplift of jt(s) 1 and 9. n I D 0 NORML Lae DURATION Z)0 Z {I\ If) a 5 This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. aY 6 Purlins are supported between trusses by means of o ledger strip or purlin hanger. • • xAxT-sAc cGNSTRuCn N NARNiARE KANT-SAG CONSTRUCTION HARDWARE a Standard uxlTm SHEL PRGwcTs m. x Z X • • NONT ONERY,LfNE90TA UNITED STEEL PRODUCTS CO. V)W d MONTGOMERY. MINNESOTA Q J TRUSS SPECIFICATIONS 384 DD21 1 RKANTOSA6 CONSTRUCTRION HARDWARE R7 DD231 JA-5 CONSTRUCTION HARDWARE R2 a 1,_op D C—A DESIGN REQUIREMENTS RO w > (ESTER LD.NUMBER 046119 101 04a9µwremal (rrrE) rxvNNarD Sim C; RRMx Nes (a"co 12 GA 1 9/16' xx) IB GAUGECENTER NNE DESIGN LGAD(sPEa) �pEL D��APPRO"� u,-- 1 1/4• N O O N /2 O v n O� ebb T 2W p_ppp 11/2 • os • ° 0 _iO�0YY 16,Dwiwenot •VKVES SIIDWM ARE FOR 4' ° L(I O JC m . • 1Eu�FIR Non"E� �'F,j, p 381 1 �= 1.4Z ` eW 4 3/e• ® 61/6- A NORuu LW DURARiwNs c�i a u a. e 6 3/B FOPR()FFrs 1ntai (2)99/16•GNIEIER • '... ..: HDUES n/la'z 1' 1 1/Y NSM W/r NWwwER RT- 17 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN V) a • Laos a1604a) OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER (D °o BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS LU Z 2 1/ly 3 3/p• KMJi-SAG CONST. HARDWARE EQUIPMENT. VENTILATION, PLUMBING, ELECTRICAL, ERECTION, CONN. KR P/N: 741121 UNITED STEEL PRODUCTS CO. DOORS, FRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE LV J 22 MONTGOMERY, MINNESOTA FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. r Z) ADS-3 KANT-$AG ANCHOR DOWN RT-17 ONE PIECE EXTENDED RAFTER 96 ENGINEERSTAMP FOR D] <w DD263 KANT-SAG CONSTRUCTION HARDWARE 3" R1 DD292 TIE KANT-SAG CONSTRUCTION HARDWARE RD DA003 STRUCTURAL DESIGN ONLY FULL RI / I. AUGER HOLE AS PER DIAMETER HOLE INTO R REQUIRED FOR THE COLUM COLUMN & INSERT SHARP 70P Of COLUMN FIELD CUT w FOOTING. EDGE INTO HOLE 3/8' DIA. RIGHT JEQ AT ROOF SLOPE O 2. REMOVE ALL LOOSE DIRT FROM BOTTOM OF MOLE, x 2 1/4" DEEP. -------------------------- CORNER COLUMNS IQ 'TAMP' BOTTOM OF HOLE WELL. SIDEWALL o (2) 2 1/2' % ROOF SLOPE AT ENDWALL o 3. POUR CONCRETE FOOTING TO SIZE NEEDED. 6 GA STAPLES INTO ` N COLUMN TO HOLD ANCHOR LESTER CORNER COLUMNS WILL VARY WITH THE TYPE OF UNI-FRAME BUILDING BOUGHT BY THE DEALER. m O 4. BEFORE CONCRETE SETS N. POSITION ANCHOR SETS SET IN PLACE 2-PLY (WITH /0 OR /1 SIDEWALL COLUMNS) ` NOTCHED OUT CENTER PLY AT EACH HOLE AS SHOWN. ALLOW FOR COLUMN LOCATION. STANDARD ANCHOR 2X8 CORNER COLUMNS . IN GABLE TRUSS AREA 0-) 5. ALLOW CONCRETE TO CURE PROPERLY. SET FASTENING I 2X6 CORNER COLUMNS I A UNI-FRAME II BUILDING (WHERE THE COLUMNS ARE BOLTED TO Q 6. POSITION WOOD COLUMN IN HOLE & MAKE SURE COLUMN IS �I A CONCRETE FOUNDATION) HAS FACTORY BUILT COLUMNS. ` PLUMB. DRILL HOLE IN COLUMN FOR ANCHOR ROD & INSERT FINGER-JOINT <1 ON A STANDARD RECTANGULAR BUILDING, THERE WILL BE TWO SHARP EDGE INTO 318" DIA. x 2 1/4' DEEP HOLE. FASTEN ANCHOR RODS AT BO' Ip of CORNER 'LEFT'AND TWO CORNER "RIGHT' COLUMNS PROVIDED. TO COLUMN USING (2)-1/2" x 6 GA. GAIV. STAPLES. CORNERS AND OPENINGS (/ Iw /_3 2X8 CORNER COLUMNS wl CABLE TRUSS ` (2) PER SIDE 2X6 CORNER COLUMNS I THERE WILL ALSO BE LEFT AND RIGHT CORNER COLUMNS SHIPPED BOTTOM CHORD Z 7. LOCATE STAPLES ABOVE GROUND. PLACE 1 STAPLE PER 3-PLY (WITH �2, �TD1 OR �OT� WITH THE ONE-PIECE EMBEDDED UNI-FRAME I BUILDING. LINE j SIDE AS CLOSE TO THE GROUND AS POSSIBLE. THIS IS USING A 2' LENGTH OF 3/4" PIPE, SLIP SIDEWALL COLUMNS) SO ROD RUNS INTO THE GROUND TIGHT AGAINST COLUMN. HOOK OF ANCHOR ROD INTO PIPE AND TWIST NOTE: RIGHT AND LEFT IS DETERMINED BY LOOKING AT THE ` m ROD SO IT WILL SET AT 90 OW BE FROM BUILDING FROM THE OUTSIDE FACING A A WHERE IT WAS. HOOK CAN NOW BE FASTENED SIDEWALL Y SEE CROSS SECTION AND TO INSIDE OF COLUMN AWAY FROM JAMB OR LEQ ----------------------�T ` U FLOOR PUN FOR SPIASHPLANK. THIS ELIMINATES NOTCH CENTER > O EMBEDMENT DEPTH AND MORTISING OF COLUMN. ONE—PIECE UNI—FRAME I COLUMN BEFORE FOOTING SIZES. PRE-CAST OR POURED FOOTING AND UNI—FRAME II BUILDINGS PLACING IN HaLE. = o z WOOD COLUMN— BACKFILL HOLE WITH EF180 STANOARD.00PENINGSD 0 UAND CORNERS UNI-FRAMEMN R1 FF01 1 UNRNFRR ONEMPC COLU%LUNI-FRftGFT R84 ``` ^^ o rc CLEAN FILL OR S4ND 11 2-1/2" X 6 CA. FIRMIN LYCOMPACTEDSINGLE PLY TRUSSSTAPLE (T� "^ 2 PERS SIDE) CONNECTION TO A `�NO TONGUE CENTER PLY^`\ ` P/N 040210 ,qj�= h, ENDWALL COLUMNS T SECTION A 3/8' DIA. ANCHOR TRUSS BOTTOM CHORD LINE z ROD FOR REFER TO THE DETAIL CENTER PLY OF ENDWALL COLUMNS COLUMN — I INDICATED FOR THE �. d _ CONNECTION REQUIRED FROM FOOTINGS UP THRU WALL AREA. 4' EMBED-P/N 500012 I — I MEASURE FROM REFERENCE UNE DOWN 6' EMBED-P/N 500027 I I— TO FOOTING AND ADD DISTANCE UP TO % I T 2 X 4 BLOCK NAILED r TO COLUMN WITH (4) GABLE TRUSS. MARK COLUMN AND RIP n IF FOOTING I$ ONE PLY CABLE TRUSS 3-PLY 4-PLY 16d RINGSHANK NAILS. CENTER PLY OUT IN GABLE AREA BEFORE m EW COL. EW COL FIELD CUT TO EXACT SETTING COLUMN IN HOLE. YI x LARGER THAN 16', F LENGTH FOR BEARING q CAST IN PUCE MAKE SURE ROD TRUSS TOP CHORD FF341 FF343 HEIGHT. CONCRETE FOOTING SET IN CONCRETE DOES NOT INTER- TRUSS BTM CHORD FF331 FF333 x _ FERE WITH COLUMN _ L— REFERENCE DUNE NEAR GRADE 1-PC. TONGUED ILSI 3" T SETTING LOCATION VERTICAL TRUSS WEB FF371 FF371 COLUMN TONGUED . UNDISTURBED SOIL T 16 ]/4' TRUSS DIAGONAL WEBS FF351 FF353 AND / OF PLIES BELOW FOOTING IN' 90E ' TRUSS HEEL O CORNER FF36_ FF36_ WAY VARY) SECTION B ENDWALL COLUMN EF130 UNIT FFRAME WWALL SYSTEMSET - POURED CO UNIF�11NG 15/2' R3 FF302LFRATRUSS AE WALL FASTENING� OLU FULL R2NN. 4 FF322 1�PECE COLUMNS COLUMN UNI-FRAME WAILS RION FOR 1 FF31N TCH CENTER PLY 8 ENDWALL COLUMNS FUNI-FRAME WALLS RD CENTER THE CENTER THE NAIL ON THE NAIL ON THE 10'/12" HEEL: 1 1/2"WIDTH 3 PLY ENDWALL1 1/2"WIDTH "�. 1 1/2" MIN. 8 16d R.S. OF EACH COLUMN OF EACH I I :x( 2X4 2%6 x.� X15 END WALL Z Z Z COLUMN PLY COLUMN PLY ^\N�x I 'I J_'x' ' ' ' ' A' (10d COMMONS COLUMN O O 2X4 WEBS: L, I Z (2) 16d K' 'x' T'�^ I Y PLY COLUMN I I it ,iR.S. NAILS ' x , 1 1/Z' MIN. cO Ix x 1 1 2 Z Ix X 7TRUSS WEB TR E LISSV OMIN./ Im x X x x MEM ERSI X =Ix I XIx�T x I I X I I 1 I 1 I 2X6 WEBS: I X I N O 3 16d Oo I IxI I po IxI I X I I X I ' I x O I x 8' HEEL IxK l6d R.S. NAILSUI IR.S. NAILS O 12' O.C.x 1 I KI , , 16 R65.1NAIL5 Xo x mI I 'X // STAGGERED. w OxxCH6R0- TOP ; ' .X; ,ry} (10d COMMONS I X W/2-PLY COLUMN) r '^ O1 (8) 16d 3 PLY ENDWALL R.S. NAILS }x 'x' TRUSS RESTS TRUSS 6'/B' TOP COLUMN M1 I 1/2"'<, ,x' ON OUTSIDE I I L I I I I I I I Z BOTTOM CHORD MIN. I CPLY OF OLUMN CORNER i I L I I I I I I I NCC CHORD 6-/B- HEEL 10'/12' HEEL (6) 16d CENTER THE NAILS Y (6 16d (8) 16d R.S. NAILS WIDTH OF EAON THE 1 CH AND PLVRATION =ZQ R.S. NAILS R.S. NAILS COLUMN PLY AND CEMENT -I m m FF331 ENDWOALLCCONNEC�ONSPLUNIR..�L15oL Re FF ENDWA L CONNECTIONS 1 4 RD TO 3-PLY E UNI FR.C07 5' Rt FF351 ENDWPL48 TRUSS L CONNECTIONS EB TO 3-PLY E UNW FR.001.5' RB CAB E TRUSS TOCRNLANCED COLUMN 48 VERTICAL TRUSS WEB FASTENING 32 & '�w Q FF361 ENDWALL CONNECTIONS UNI-FR. 1.5' Rl FF371 ENDWALL._CONNECTIONS UNI-FR 1' RO a L p THIS DIMENSION 1 OR 2-PLY a 3 COLUMN EARS WILL VARY TRUSS/RAFTER I\ � C TRU55 EAR EXTENSION TOE-NAIL (4) ° �o \ INSERT BLOCK \ COLUMN COLUMN 16d R.S. NAILS t'�'* '� e \ x x FASTEN BETWEEN EARS \\\ 'I JA-5 ANGLE CLIP PFL Dq Nmo BEAf21NG p W/(3 10d C.C. NAILS THROUGH BACK \v\>I. �� rn ♦N m UNE x W/ (6) 16d RING N PER FLANGE. COLUMOF OF N. INTO < g No0 SHANK NAILS (2) 16d R.S. x x PER SIDE OF JOINT n (3) 16d GALV. f-NAILS O EA END o m >e e (EAC EACH OF COLUMN in PUN FSEE OR ,• 1 y. a R.S. NAILS O FA END PLY HEADER HEADER i m p a a 2X8 CCA TRUED / -N poo COLUMN (4) I6d R.S. NAILS) SIZE W mox EARS INSERT (0.60 RETSPLASH E TON) THROUGH LAP PLYF;moi \ BLOCK INTO COLUMN. ��2 o7g38�+� w n o J i \\ ALL NAILS TO sF9 ROFF T�\'y \\ BE 3/4" FROM A T` AFTER COLUMN HAS BEEN EDGES. CCA TRTD. JAMB EXTENDS Si3io`v r SET & IS READY ATO S TO FOOTING. FASTEN W/ �- d RECEIVE ROOF SYSTEM, 2 X LWALL GIRT (2) ROWS t6d R.S. NAILS THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN CUT BLOCK TO APPROPRIATE \ INSERT BLOCK O 12 O.C. STAG. OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER o HEIGHT BEFORE NAILING FIELD CUT TO BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS Z 60 INTO PUCE SIDEWALL COLUMN EQUIPMENT. VENTILATION, PLUMBING, ELECTRICAL, ERECTION, CORRECT LENGTH (CONFIGURATION MAY DOORS, FIRE RESISTIVE REQUIREMENTS. INSPECTION, CONCRETE W J o VARr) CONN. KIT 741264 FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. MSIDEWALL aw FF388 ROOF SS SCOLU CN COLUMN UNI FRAME I R2 FF41 1 UNIB-FRAMEMWALLNFAS ENING TIONS Ro FF430 UNI�-FGRAMETWALL FASTENING I- RD F0302 UNI-fNAMERHTEADERLCONNECTION�I3/4' R3 I DA003 I $TRU TURAL DESIGN ONLY FULL RI (2) 1/2" DIA X 6" MACH. (2) 10 CA X (2) 10 GA X (2) 10 CA X 1 1/4" FULL SADDLE HANGER BOLTS W/ONE FLAT WASHER 1 1/4 SHEAR NAILS 1 1/4 SHEAR NAIL$ SHEAR NAILS 2-PLY TRUSS/RAFTER u 1-PLY ON EAC H SIDE (TOTAL OF TWO), I�7�-3--/4�••{ (TYP.) (TYP.) �P/N: #045999 (2X6) O w TRUSS/ AND HEX NUT FOR EACH BOLT. ANCHOR ��` 0o NO (2) 1/2' DA X 5' LAG PLATE `�� I TRUSS SCREWS W/ HEX HEAD. (2) ADS-3 cl rc 1/2"AND 5/8" FIAT WASHER ANCHOR PLATES �� [TNS CL f i O AND PRE DRILL A 3/8' DIA. (1 EACH SIDE) OF 2X6 w PILOT HOE INTO TOP '< 'I F w OF HEADER FIRST. OPTIONAL �l p w O ■ / OVERHANG M FASTEN W/(2)- FULL SADDLE HANGER FULL SADDLE HANGER FULL SADDLE HANGER 10d CCS 1-PLY TRUSS/RAFTER 2-PLY TRUSS/RAFTER i-PLY TRU55/RAF7ER x x BOTTOM 2AIHOE5. p N: #045996 (2X4) P N: #045999 (2%6) P/N: #045996 (2X4) Z P%N: #045998 (2X6) / P/N: #045998 (2X6) 1= 2X4: (2) 1/2 SADDLE HA(NGER2X4)) / ---� II 2X6: (4) P/N #045997 (2X6) WITH "LOWER"7i-r SIDE OF R m TRUSS TAIL MAY II II LAG EXTEND 1 1/2• II 2X6 BLOCK IRI COMMON TABS MUST FACE BEYOND GLULAM V ON EACH O RICHT (TYP) m O 2X4: (2) RIDGE y ( II HEADER HEADER. 1 SINGLE SIDE OF TRUSS a (P/N 04002$) ( ) 00 2X4: 2 2X6: 4 2X6: 4 IOtl COMMON I Y 7/2" FIELD VERIFY. 1 10d COMMON BRIGHT BRIGHT NAILS 1 5/8, ( P/N 040026 ) KIT: 741191 (2X4) m i / KIT: 741194 2X6 741192 2%4 KIT: 741195 2X6 KIT: 741193 2X6 KN: 741194 2X6 741192 2X4 k1T: 741195 2X6 3 x 48 F0559 UNI-FRAME HEADER GL CONNEFCTON ER Wj�pOCKS R6 CONN. KR #741265 GA122 PVR2X4LNXTO INRUSS CONNECTIONDOUBLE DDLE5HANGER Rfi GA142 PURUN TO7/GAB EDTTRUSDLE SCONN. 2" R7 GA152 RGER . NAILER STOGTRUSSOUBLE CONNECTDONE SEER R2 u 1/2 SADDLE HANGER (2) 10 CA X 1 1/4" \ .\ .\ RT-20 RAFTER TIE 1 OR 2-PLY B COL. PLY DIST. •B' P/N; 045995 (2X4) SHEAR NAILS DRILL 9/16- DIA P/N: 04OPOCKET (TYP.) r \ P/N: #046123 /' TRUSS/RAFTER / `KIT: #741040 / BRACE LAYOUT 9 2X6 2 3 4' COLUMN TO EXTEND HOE FOR BOLT �[ 2X8 3 5 8 TO TOP OF TRUSS W OVERHANG • ' ���� "jr_ A 2%10 4 5 8" / 1-PLY TRUSS: FLUSH MOUNT HANGER TRUSS �\ r a �� ` '� g (1) 1/2' X 6" MACHINE \ MARK P/N: 045994 (2%4) �\ �� I 1 1 2" 8 BOLT (KR: #744373) j TO CL P/N: 046000 (2X6) �"r / I B OF 2X6 �y �� �\ I ��1 2-PLY TRUSS: D A B (1) 1/2" X 7 1/2' < �� �� > > MACHINE BOLT. 4 ` Yi X (KIT: #744377) i rc rc X o x \� FLAT WASHER rc rc rc /azN (1) 1EACFI 92DE OF COLUMN rc rn (2) 1 1/4• % 10 GA \ c0i u u (2 WASHERS TOTAL) u SHEAR NAILS. P10 /040155 >� ��\� �� B B B H r 1 1/2" HEX NUT AT a x AT CENTERLINE OF EACH ` > EACH MACHINE BOLT TRUSS/RAFTER (TYP.) �\ >C 8• TO 14' 16' 18' AND 20' o O O FACE RIDGE (4) 1 1/4' % // \ LEAVE HEIGHT SAVE HEIGHT LEAVE HEIGHT (1 NUT TOTAL) �O (9) 1 1/4' X 10 GA RIDCE \ (1 BRACE/BAY) (2 BRACE/BAY) (3 BRACE/BAY) 2X4: ((2) (T GA SHEAR NAILS. ��\ \\ A (4) 16d RINGSHANK 2X6• (4) (TTP.) SHEAR NAILS O EA PURUN \ \ ----- PTL NAILS DRIVEN THRU �10d COMMONS 2X4 (2) FLANGE INTO NATER. �� ONE PLY OF COLUMN (TYP.) `�2X6: (4) ' BRACE -BSE BOLT LOCATION INTO TRUSS FROM EACH 10d COMMON CENTER OF OUTER COLUMN PLY SIDE. (8) NAILS TOTAL KR: 741191 (2X4) 741193 (2X6) BRIGHT NAILS GIRT AND TOP CHORD GIRT, HILLER p GA162 ROOF2PURLN TO�GABEHCONNECT 1.5" R4 2X4/2%6 FLUSH MOUNT HANGER 64 SINGLE ROW CHORD HOWE (PEAK) 24 OR PLANK BOLT 2X10/12 T.C. TRUSS TO COLUMN 64 a� GA172 BOTTOM CHORD BRACES 2"=1 Rl GA442 UNI-FRAME ROOF CONNECT ON 3/4 R3 HD506 TRUSS CONNECTIONS 2"=1 RI ON (1) 1Dd CC NAIL Jim TOE-NHL FROM TOP. T (2) - 10d TOE-NAL BRACE AT BACK SIDE (3) CNAILS INTO COLUMN Z j Z i TOE—NAIL L T TO (3) tOd C.C. (2) - 10d FACE NAL O TOP CHORD F`\\ INTO BRACE 0 O U THRU GIRT THRU GIRT INTO BRACE M n Z JA-5 CUP (046027) / \\`\ O © M.N 00 O ONE SIDE ONLY ` \\ j 00 w W/1 1/4" X 10 CA \\ \\ p N M d SHEAR RAILS OR \ \ CORNER BRACE LUMBER REQUIREMENTS 1 1/2" SCREWS: \ \\ ((6) O FIANCE INTO BRACE " CORNER BRACES ARE TO BE CUT FROM (3) O FLANGE INTO BRACE \ `�\ 2X4 #2 LUMBER UNLESS NOTED OTHERWISE O BAY SP IN N O \ \ 6' 1 B' 1 10' 12 1 W O \\ e' (1)12' (1)14' (1)14' i 6' 10' (1)14' 1 14' 1 16' 1 1 B' U O f \\ i 12' (1)16' 1 16 1 18 1 18' p Z \ 14' (1)18' (1)18' (1)20' (1)20' N Q Y 16' 212' 212' 214' 216' cs DIAGONAL CABLE ENO BRACE. 19 7 10' 3 12' 3 12' 3 14' =1Z,1 Q \ LOCATE AT COLUMN OR VERTICAL m m a GABLE 20' 3 10' 3 12' 3 14' 3 14' Q TRUSS \\ \ STIFFENER. UNI-FRAME I CORNER BRACING 8 w 3 j< HA528 ALL HEIGHTS 1/4 R4 a O O w TRUSS WEB tL 2-PLY STIFFENER TOP CHORD t r,. �0 1-•�'Yp� •ry TRUSS OPTIC 2-PLY STIFFENER " (4) 16d GALV. o�`✓ EL DA A m o \\ ���\\ R.S. NAILSR.S-�✓/ (2) i6d GALV �^i Ek WEB. BLS O 'x amm NII U two ✓ �c I° iw `\ ✓ z �m`v�ag BTM. CHORD z �[ r m p x¢'^�. , (4) 1 6 R.S. 24. ` =W woo.3mm i e NAILS (TYP. z / w n o o EA. MEMBER) (4) 16d GALV. z � \ rd v a F,y 078381" >. • 2-ROWS 10d CC \' R.S. NAZIS STIFFENER WILL EXTEND OR COMMON NAIL&ZF BOTTOM TO HEADER OF DOOR o 24• D.C. STAG. sFppROFES���'�P Y CHORD OPENINGS IF APPLICABLE. . BRACE SEE 2-PLY STIFFENER BRACE SEE HB562 THIS CERTIFICATION IS • RUCTURAL DESIGN o2 TENING BUILDING OF THE F SYSTEMS ING (BUTLER AND ER COVERINGPARTS CO),SALL OTHER ITEMS UFACTURED BSUCHS AS �1 Z �w � EQUIPMENT. VENTILATION. PLUMBING, ELECTRICAL ERECTION, y 4 NOTE: SEE FLOOR PLAN AND CROSS SECTIONS FOR BTM. CHORDOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE J 2m STIFFENER SIZE AND LOCATIONS. BRACED VERIFY FLOORS, ETC. ISTHE RESPONSIBILITY OF OTHERS. m aD"O_ CATIONHB562 STANDARD ROSS BRA INGONN3/8=1 E1 BRACE LOCAT ON HB660TDARDS7RUSSEBRACGNING 3/4'=1 EODA003 STRUCTURAL DESIGN ONLY FULL Rt m NOTCH 2X8 1'AT EACH END TO FR NUMBER OF TRUSS PLIES, h SADDLE HANGER RIM. AND HANGER CONFIGURATION ,\ 1?• 2X4 S4S NAILER WITH _ 1 OR 2 PLY /� 0 w FASTEN JA-5 CUP ON MAY VARY (SEE %-SECTION) ,/ AT)2X4�T0 TOP HOAFNK NAIL (i) 16d RING SHANK NAIL 1 1/2 EAVE FRAME MEMBER. TRUSS/RAFTER / i N Yo , `� COLUMN AT EACH END SEE ADDITIONAL "IF' UNDERSIDE OF 2X8 BRACE /� ` AT EACH END TO TRUSS WITH / ` 1 3/8" SECTION DETAILS FOR (6) 1 EACH GA. SHEAR TRUSS , 2X6 BEVELED NAILER SIZE AND LOCATION. / W O Gd CC NAILS, NAILS EACH FLANGE , HELD 1 1/2' GOWN w (24 NAILS EACH BRACE) FROM TOP EDGE OF 12 O.C. ROOF PURUN FASTEN PURUN TO TRUSS TOP CHORD i `\ /i// // i? Lj a O TOE-NAIL 2X8 BRACE 2X8 BRACE WITH TO TRUSS 10d C.C. NAILS ??2X6 NOTCH FASTEN 2X4 TO TOP OF C.C. W/ 10d CC NAIL A7 12" O.C. FULL LENGTH NAILS 1 •. .� '7 ' / i' /O / 2X6 BEVELED NAILER �y• �� / / AT 12' ON CENTER I 3" X 18" NAIL-ON ���• `�� �� F 2X6 BEV. W PLATE P/N 0046501 �� n i I / 1 1/4' X 10 GA SHEAR �� O \ (TUNES AT RING HSHANK NAILS - 14 EACH SIDE ��•' \�� m 2X8 }2 SYR BRACE END (28 TOTAL) EXTENDS FROM TRUSS J _ •/ �/ NOTCH 2%6 STUB BRACE TO TRUSS (2) 16d RING SHANK COLUMN—� FASTEN 2X8 BRACE TO 1 3/8" FOR 2X8 BRACE NAILS AT 2X6 BEV �,� > O W/TRUSS STUB W/(2)16D (SEE ABOVE) NAILER TO COLUMN FIELD CUT COLUMN LAP PLYS CENTER PLATE m m i (CONFIGURATION R.S. NAILS 1 1/2' LOWER THAN TOP OF ON TRUSS CENTERLINE MAY VARY) 10d C.C. NAILS TRUSS TOP CHORD Q AT 12" O.C. THIRD 2X4 OVER 2%6 BEVEL NAILER O FAVE 48 SINGLE ROW CHORD HDWE 32 0 1 3/8' SCE INTO 2%8 IF134 0"EAVE OVHG UNI-FRAME / TA:C 1.5 RO IF203 STANDARD EAVE FRAMING 1'=1 R1 2%6 �2 SYP STUB BRAC EXTENDED FROM FAST N PER F042 4d GALV. BOX NAIL, 5• O.C. COLUMN TO FIRST ROOF PURUN ROOF PURUN _ FA F044 (STAND --- END L FASTENING) FASTEN WITH A 1 1/2" FASTEN SINGLE 2X6 \ NAIL ROOF PANEL TO N COLORED SCREWS ARE USED, • -r\ NAIL/SCREW O EACH PURUN. BRACE TO COLUMN 2X6 BRACE IN 2X4 \ \ �� �� TRUSS/RAFTER W/ WITH (3) I6d GALV. FLUSH MOUNT HANGER \\ ROOF PANEL �� �' 10d CC NAILS BETWEEN I COLOR TO MATCH TRIM. I R.S. NAILS FROM AT CONNECTION TO ----� ��� EA. PURUN. II\ ROOF PURUN. PLACE EACH SIDE (TOTAL / � 6 NAILS) (1) 1 1/4"X10GA. SHEAR NAIL IN UPPER HOLE OF VERIFY ROOF PURUN ROOF PANEL I �� MARK HERE FOR BEAD OF CAULK a • -- EACH FLANGE. (4 TOTAL) ORIENTATION ON EXTENDS BEYOND1 TRIM PLACEMENT. BEND NAIL TAB BACK X-SECTIONS 5 9 FIELD CUT 2X BLOCKING TOFIRSTB ON FLANGE EAVE TRIM \' }820 COLORED r- - -- --------- K x TO SUPPORT STUB BRACE - TO BRACE I 1 1/2' CABLE TRIM FASTEN W/(7)164 GALV. R.S. ON JA-5 CUP 2,319 I (1 7/8' W/ RIGID INSUL.) NAILS THRU OUTSIDE COLUMN ONE 510E OF 2X66 BRACE 4 I ul PLY TO 2%8 BRACE. NAIL W/ I I ROOF PANEL a x O (6) 1 1 AHEM INTERMEDIATE FASTENING (TO NAILS EACH I FLANGE (TOTAL 12 NAILS EACH JA-5) 4d NAIL XLAP W1DEWUL COLUMNSECTION A-AWITHOUT TRUSSCONNECTION }170 EAVE TRIM(COLUMN CONFGURATI N MAY VARY- SEE FLOOR PLA) END & SPUCE FASTENING VERIFY WALL PANEL TPANEL MATERIAL. HICKNESS OF WN.L 7 g N. (7/e' FOR UNI-RIB) LENGTH IF RIGID / 2%4 FLUSH J INSUL IN ROOF. SIDEWALL HD674 SGL STUB CBRACEOL UW/POCKET UNI FPPORT W/ NO �S1.5 Ro TOP VIEW MOUNT HANGER RHANG96 ON URLIN } 9 X 2" SCREW JF130 METAL ROOF TO EAVE CONNECTION 3' R1 JF330 METALDROOFRTO ENO CONNECTION 3' EO atn } 9 % 1 1/2" SCREW DIST. FROM PEAK TO PANEL EDGE 1" FASTENER LM BE PLACED ON UNI-FRAME 5' (REF) C2 Of �� - -- - IST RIB OF RIDGECAPI r /-� (7' DOWN FROM PEAK) TOWN k COUNTRY VARIES (REF) j ZO Z 1 1/2' TRIM ENDS O BOTH THIS DISTANCE MAY VARY SLIGHTLY - ENDS OF BUILDING. RIDGECAP METAL SHOULD BE ALIGNED PER u O U 7. SPECIFIC FAVE DETAILS - SEE ROOF I� Z JF SERIES DETAILS Td N O FASTEN WITH A 2' H NAIL/SCREW O 6' O.C. APPLICATION OF UNI-RIB PANELS n a START O HIGH RIB. III WITH SCREWS IF COLORED SCREWS ME USED, L a COLOR TO MATCH RIDGE CAP. / • USE } 9 % 1 1/2" TYPE 17 MILL POINT HEX HEAD SCREWS PRE-FORMED RIDCECAP (FILON BONE WHITE P/N 041030) / \ , ® WITH EPOM RUBBER WASHER AT "FLATS' OF PANEL PART NUMBER 041000 W/ SUFFIX RANGE OU N ( ) ( ) ) ( 1 ���\ \ • USE } 9 X 2' TYPE 17 MILL POINT HEX HEAD SCREWS WITH O EPDM RUBBER WASHER AT MAJOR 'RIB" OF PANEL PART NUMBER 041020 W/ SUFFIX RANGE '� I \ • WITH RIGID INSULATION: UP TO 1"THICK, INCREASE SCREW woz LENGTH BY 1/2' MORE THAN STANDARD FAS I PER Fir-5-4-21 Z WTSIOE RUBBER OR JF041 O EA. SIDE OF HIGH IF INSUL IS MORE THAN 1"THINK, INCREASE LENGTH BY 1' v) Y CLOSURE RIB. IF FILON RIDGECAP • PRIOR TO PANEL APPLICATION, AVOID WALKING ON MAJOR "RIBS' x Z¢ USE MANUS CAULK LAP RIDGECAP 6" USE P/N 041010 IN FLAT TO PREVENT DAMAGE N W a AT ALL SPLICES. AT ALL SPLICES. m RIDGECAP TO ROOF FASTENING 96 ( (' ( T SCREW FASTEN PATTERN - ROOF 16 a%L JF705 METAL ROOF FASTENING 3' R4 JF044 UNI-RIB RF METAL UPDATE-1999 1/2 E2 a ♦Nm (>,EL DA NOO NII O� ebb l A 9m��aa R / moxm.^' = w3m i i .,ci Ox \ WIC J26 $X51 07838+ JNa uar �rpRQFESS\1­�aP��� THIS CERTIFICATION IS UCTURAL DESIGN U) OF THE FRAMING AND COVERIN ARTS MANUFACTURED BY LESTER 00 BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS 41 Z -+u EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL. ERECTION, 4 0'4 DOORS, FIRE RESISTIVE REQUIREMENTS. INSPECTION, CONCRETE FLOORS. ETC. IS THE RESPONSIBILITY OF OTHERS. �I 03 aENGINEER STAMP FORw J DA003 STRUCTURAL DESIGN ONLY FULL RI m 10d CC NAILS 2X_ HORIZONTAL BLOCKING UNI-LOCK/BYPASS GIRT WALL,CONFIGURATION UNI-LOCK/BYPASS GIRT WALL CONFIGURATION AT 12' O.C. ABOVE THE WINDOW OPENING NO INTERIOR LINER(F444 COLUMNS ONLY) NO INTERIOR LINER TEMPORARY BLACKING u Q (FASTEN WITH 10d NAILS) I i r. s (CUT FROM WALL GIRT DROP) ti 2X442'LUMBER X&I ,�, w LU1.12' 21ZB X *FROM OA 2%4.8' 2X410' 2%4.12' 2X6.10' 27C410'7'RTD �� 2%40• 2%410' 2R4IE' Z%LIO' 3X410'TRTD 2X4 HORIZONTAL WIND BRACE Q 10tl CC NAILS AT 12" O.C. RUNS COLUMN TO COLUMN 1NAI.H WOKS 5• 1 1++ WALKDOORS 50 1 1*• COR JAMB TOE NAIL WITH 6 iOd NAILS WjnyOW S= — — Sm EACH END. GA172 2X3 3 2 1 3X3 3 2 1 TEMPORARY BLOCKING F z END NAIL VERT. W/(2) i 6d COMMONS OR (3) 1 0 2X4 2X MATERIAL o WINDOW 2X4 HORIZ. HEAD FRAMING 5 1 2X4 5 1 ) 0.131X3.25 GUN NAILS 6= 3%3 4 1 3%2 4 1 M WX OPENING w ABOVE THE WINDOW OPENING z +I 3X3 3 2 1 3X3 3 2 1 z O 2X4 VERTICAL WINDOW JAMB 3X4 5 1 3X4 5 1 (7 HEAD 3X5 2 3 , 3X3 2 3 1 NOTE: FACE NAIL W/(2) 4X2 4 1 4%2 4 1 TEMPORARY BLOCKING TO BE 10d CC NAILS 4X3 5 1 4X3 NGED SIDE OF 5 1 DOOR FRAME.PLACED ON 1(BL(BLOCKING TO U 4X4 5 7 4X4 5 1 BE REMOVED AFTER DOOR j p FRAME HAS BEEN SECURED) 2X4 VERTICAL WINDOW JAMB SR4 2 3 1 3X4 2 3 1 m m Oo f o 6X4 6 1 6X4 6 1 z o B w WINDOW� UNI-LOCK / BYPASS GIRT - NO INT.PR 96 • IF CONC. OR OP >6" THEN (2) 2X4-8' TRTD k (3) 2X4-8' UN-TRTD 10d CC NAILS OPENING" 2X4 HORIZ. Slll FRAMING BELOW KC425 WK DOOR/ WOW LUMBER CHART 3" RD •• UNI-1 BUILDING ONLY +I w THE WINDOW OPENING AT 12" O.C. AJ WALK DOOR 2X4 HORIZONTAL WIND BRACE NOMINAL ACTUAL ACTUAL LESTER LESTER 100 CC NAILS RUNS COLUMN TO COLUMN STAGGERED AT &WINDOW DOOR DOOR VERTICAL JAMBS 12" O C TOE NAIL WITH s 10d Nass DOOR RECOMMENDED RECOMMENDED MUST BE PLUMB AT EACH END IGA172 ROUGH OPENING SIZE FRAME FRAME R.O.WIDTH R.O.HEIGHT ONOTE T 2X6 HORIZONTAL WEIGHT BRACE CHART WIDTH HEIGHT z LOCATE WINDOW COLUMN TO COLUMN OPENING BETWEEN MAIN STRUCTURAL WALL COLUMNS. AJ SERIES 2668 31 9/16" 80 3/8" 31 3/4" 81" x n SILL SEE DETAIL OR K6414 TO REFERENCE 3100 WALK ROUGH OPENING.LNG. 2X4 VERTICAL NAILER DOORS 306$ 37 9/16• $0 3/$" 37 3/4" $1" �O FOR EXTERIOR CORRUGATED METAL, LOCATE THE 2X4 VERTICAL WINDOW JAMB a x WINDOW OPENING SO THE "FLAT" OF THE METAL FASTENED TO 2X4 VERT. NAILER FALLS EQUALLY ON EACH SIDE OF THE OPENING. W/10d CC NAILS AT 12. O.C. 2668 33 13/16" 80 5/8" 34" 81" R 'O OPTIONAL GUN NAIL• WINCW OPENING AJ SERIES 306$ 39 13/16' $0 5/$' 40" $1'• REPLACE 10d CC NAILS W/ 0.131 X 3.25• GUN NAILS 5100 WALK 406$ 51 1/8• 80 5/8' 51 3/8" 81•• 3/16" SHIM IF REQUIRED P/N 040303 TO ALLOW THE DOOR TO EXTERIOR 2X_ WALL GIRT FASTENED TO DOORS BE SQUARED IN THE OPENING VERT. NAILER W/(2) 10d Cc 6068 76 7/16" 80 5/8" 76 3/4" 81" UNI-LOCK / BYPASS GIRT-NO IM. LINER 64 © JAMB NAILS WALK DOOR INSTALL W/ TEMP BICE 24 <00 KB432 WND Lo W000 FRAMING A12000 2" RD $06$ 99" 80 5/$' 99 1/4" 81" KC460 WALK DOOR WOOD FRAMING A 2C0 3/4' RO �m 2X_ HORIZONTAL BLOCKING (9 K•- ABOVE THE COR OPENING 2668 33 11/16" 80 5/8" 34" 81" z z Z A (CUT FROM WALL GIRT DROP) D 2X_ HORIZONTAL WIND BRACE A.1 SERIES 3068 39 11/16" 80 5/8" 40" 81" g (Du z RUNS COLUMN TO COLUMN 6100 WALK 4068 51" 80 5/8" 51 1/4" 81" S uT O I END NAIL VERT. W/ TOE NAIL WITH (6) 10d NAILS N m N U lOd CC NAILS (2) 16d COMMONS AT EACH END DOORS 6068 76 5/16" 80 5/8" 76 1/2" $1" U a OR (3) 0.131X3.25 ¢ AT 12' O.C. GUN NAILS o COR 2X4 HORIZ. HEAD FRAMING 8068 98 7/8 80 5/8" 99 1/8" 81" w OPENING ABOVE THE COR OPENING STEEL TO BE CUT FLUSH Of IF CONCRETE DROP EXISTS CONCRETE OPENING = ROUGH OPENING WIDTH + 3' WITH ROUGH OPENING o N © 2%4 VERTICAL COR JAMS TRIMS AFTER FASTENED IN PLACE w o AJ 310, A HEAD GOT 1 O 2" D.C. r U p AT 12. .C. SOD, 900, ALL AJ WINDOW ROUGH OPENINGS = WINDOW NOMINAL SIZE �Z woz KOZ !I 905 SERIES EXAMPLE: 3X4 OR 3040 WINDOW ROUGH OPENING = 36" X 48" FACE NAIL W/(2) w DOOR w WINDOWS mz m m a 10d CC NAILS %OPENING w 2%8 TRTD SPLASH PUNK Q 10 J ` NOTCHED TO ASSUMED FLOOR KC430 AJRUNS COLUMN TO COLUMN U MFG WALKGH GDOORERENC& WINDOW RT FULL 04 KC470 WKLE CUT 0 DOOR h WINDOW FLASHING AIT200M/2' RO W LL�p HEIGHT THROUGH COR a OPENING HEAD - a 3 / I I / JAMB �C3� t� ���� �mo tz 2X4 TRTD WALK DOOR SILL CORRUGATED METAL SIDING t RUNS COLUMN TO COLUMN I "\ pEL 0q '•"'O1 FASTENED TO BACK SIDE OF SPLASH PLANK W/lOd CC rcI #9X1 1/2' SCREW OR 1 1/2" GALV. NSITES: NAILS AT 12" O.C. F R.S. NAIL FASTENED THRU WALL orc jbm xI 1d METAL AND TRIM INTO FRAMING. I ?w oz�zM LOCATE CCONCRETE FLOOR OPENING BETWEEN I I m o^ N g MAIN STRUCTURAL WALL COLUMNS. (IF REQUIRED) e NQ.E I m C8> SILL 250 'J' TRIM TO LAP 3 e' — — EMERIOR — / W ox ROUGH OPENING STARTS FROM INSIDE PAST HERO FRAMING TYPICPL I < G u o o FINISH FLOOR. ( ) / KC430 KC204 2X4 VERTICAL NAILER I CORRUGATED-- � 783$7' Awa aw SEE DETAIL 0 OR TO REFERENCE ROUGH OPENING. #250 'J' TRIM METAL SIDING M890 'C' TRIM Q, 2%4 VERT. OCR JAMB. I FOR EXTERIOR CORRUGATED METAL, LOCATE THE ACR OPENING SO CUT FACE OF p890 'C" a '�IT CC.4� FASTENED TO 2X4 VERT. #9%1 i/2" SCREW 0B 1 1/2' AT 45' AND LAP OVER `��� THE -FLAT" Of THE METAL FALLS EQUALLY ON EACH SIDE OF THE / I - OPENING. NAILER W IOd CC NAILS GALV. R.S. NAIL FASTENED THRU BASE TRIM THIS CERTIFICATION IS STRUCTURAL DESIGN N a ^p00R� AT 12" O.C. IIID II I WALL METAL AND TRIM INTO OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER 0: LD FRAMING °o OTPIONAL GUN NAILOPENING #890 'C' TRIM BOTTS I/�1/ . BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS LU Z uu E%TERIOR INTO UNDERSIDE OF I I EQUIPMENT. VENTILATION, PLUMBING, ELECTRICAL, ERECTION, v'4 REPLACE 10 d CC NAILS W/ 0.131 X 3.25• GUN NAILS P/N 040303. 2X_ WALL GIRT FASTENED TO M250 'J' TRIM DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE W Pm VERT. NAILER W/(2) IOd CC wmlFLOORS. ETC. IS THE RESPONSIBILITY OF OTHERS. a 0890 'C' TRIM TO LAP 3/8" m a w KC432 WALK DOORLWOODFFM/1NGIRT�Z�OLINER R7 © JAMB NAILS KC471 WALKRIDOOR NP gSHING AJ20C ED M SAL 9RU PAST JAMB FRAMING (TYPICAL) DA003 STRUCTURAL DESIGN ONLY FULL Rt m EYE BOLT MUST GO THROUGH #250 'J'TRIM METAL IN DOOR *100 DOOR USE #9 X 1 1/2" SCREWS 1AMB RIM P/N 141250 TRUSS BOTTOM CHORD IN -FLATS- R A OF X 2' SCREW BOTTOM CLOSURE P N 141100 � 2X6 TRACK BOARD (FULL 8HEIGHTTRACK O EW) AT MAJOR 'RIB' OF PANEL SIDE 44d�GNAI O w .q W/2-ROWS i6d OR 2X6 TRACK BACKER �� LAP X NAIL A, 0 R.S. NAILS O (PART. HEIGHT) W/(3) I WALL PANEL FASTEN PER Q 5/16' 1 1/2' 16"O.C. 16d R.S. NAILS EA. END L VERIFY WALL GIRT IMM�F�4'j1 ORM 044HOLE WALL METAL 2 X 3 BLOCK XAI W/ ORIENTATION ON �STAN�ARD END TO COLUMN/BLXG W/l6d - - X-SECTIONS PANEL FASTENING Q WAIL GIRT R.S. NAILS AT 12'O.C. -_ -- #210 TRACK )COVER LJ SAUCE ~ p0 DOOR ?\�1/6" FASTEN RIM I WALL PANEL I• 2X4 TRACK BOARD p Q c- W/4d NAILS I W/2-ROWS l6d R.S. USE 9 % 1 1/2- SCREWS EDGE MAX. O 24' O.C. I \/ I 2X3 NAILER W/ I NAILS 0 16" O.C. IN FIATS" NEXT TO"MAJOR RIBS 4d GPLV. BOX LI V I t6d R.S. NAILS I ALIGN W/TOP OF 2%6 k A # 9 X 2' SCREW AT THE #190 BOTTOM RAIL AT 5• D.C. DOOR I A I WOOD COLUMN O 12' O.C. MAJOR "RIB' OF PANEL SIDE LAP I \ I W/OPTIONAL JAMB CLOSURE Z EYE BOLT WITH 1 \ I SEE FLOOR PUN FOR CORRECT HEIGHT FINISH FLOOR 2-NUTS II 11 WHEN INSTALUNG DOORS U 2-WASHERS HEIGHT IN ENDWALLS, MOUNT DOOR v • e A 4 4"—ASSUMED m AND L_JL__ INTERMEDIATEIRT FASTENING 4 FLOOR aO WITH TRACK BACKER BOTTOM AT V-21 BUMPER STOP �� (DOOR HFJCHT + 4') GRADE UNE THICKNESS U U FASTEN WITH 1" X #9 NOTCH DOOR JAMBS TO FREND h LAP FASTENING > C1 PAN HEAD SCREWS UNDER HEADER MID TRACK V-21 BUMPER STOP BOARD, APPLY 2 . 3, 1 1/2' SECTION ® OPNG SECTION PAST OPNG - req* �— m P/N: 642913 BEYOND COLUMN ,EIII—II V-21 DOOR BUMPER STOP 64 •99 BEVELED SLIDING DOOR JAMB DETAIL 96 TONGUED GLM, NO HDR, PAH. H. 0 SW 32 # 9 X 2" # 9 X 1 1/2' KC598 WALK DOOR INSTALLATION 2' EO LA740 W/2%3 - JAMB UNI-FRAME SLIDING DOORS R2 LF230 FULL OR PART. HT. O EW, SLD. DR. FRMC. RO SCREW----� �D�IN SCREWmomm , #19p BOTTOM CL E TO X CCA 66 0 / CHANNEL GRADE, NI-I EI FASTEN WITH 2 1 1/2- ROOF METAL 4d DALY. BOX NAIL SCREW O EACH FRAMING LOCATION �' WALLS T • ,„• IF COLORED SCREWS ARE USED, NAIL AT 5, O.C.�� "PANEL SIDE LAP' •MT".y"AE i 4 xlf }��'� `I P . ., .f'•"�rr _f, COLOR TO MATCH RIM. 6•F4 t 48820 RAKE 82 9 Y31�. ,.6t� SEE "J SECTION #170 METAL V'F'W APPLICATION OF UNI-RIB PAN C '<ti"�'!{ DETAIL FOR ROOF TRIM RARE SAVE RIM SHOULD ALWAYS FALL TRIM \ WITHER S FASTENING ON "FLAT" #no EAVE 1 " �� `TRIM USE # 9 X 1 1/2" TYPE A" MILL POINTHEX FIZAIb#620 METAL SCREWS WITH EPDM RUBBER WASHER AT "FLATS" OF __ CORNER RIM FASTEN WITH A 2' PANEL. P/N 041000 r FASTEN WITH 4��o - ------------ " r t SCREW CUT AND BEND NAIL/SCREW 012" O.QUSE # 9 X 2' TYPE A" MILL POINT HEX HEAD�C LaREQ, ROOF STRUCTURE X TO FIT RAKE IF COLORED SCREWS ARE I WITH EPDM RUBBER WASHER AT MAJOR "RIB" OF PANEL. USED, COLOR LINE TRIM USED, COLOR TO MATCH PANEL. P/N 041020 TRIM' 12TRIM. 7r`?�r .a, �I • AT INTERMEDIATE GIRT CONNECTIONS, LOCATE SA&!# 7"" ASTENER PER MF 4 a X FASTENER PER MF042 I FASTEN WITH A 1 1/2' I • OR F044 (STANDARD INSIDE FLATS', AND AT THE MAJOR "RIB" OF PANEL ORM a (srANOARD NAIL/SCREW O 12' O.C. • 1 END PANEL FASTENING) SIDE LAP END PANEL FASTENING) o 0 IF COLORED SCREWS ARE USED, I WALL PANEL "7A� COLOR TO MATCH WALL PANEL I WALL–'/ METAL MALL I A AT PANEL LAP SPLICES AND AT THE ENDS, LOC ` - - '1'. JA METAL PANEL i SCREWS IN "FLATS" NEXT TO MAJOR RIBS, AND. � �, � - MAJOR "RIB" OF PANEL SIDE LAP „ L j MALL METAL - I ;'( i #620 CORNER I • PRIOR TO PANEL APPLICATION, AVOID WALKING rJ4 "GR - 1 TRIM "RIBS" IN ORDER TO PREVENT DAMAGECORNER • ', MF51 1 WALL METALMd FRIMNFASTENINC ING NAIL R ZCREW EO MF530 WALL METAL k64 ?IM CONnc TRIM FASTEN NGEAvE LINE RN Au /4"=1 �z MF718 WIALL METAL @70 EAVE IM RIM FASTENING 3' Rt MF044 UNFASTENINGR RIBF PAN�ELSG PATTER3N/4" WALLS S•`4 R24� ' Ir 7�8 WALL METAL kTRIM RIM f�STENI Gµ 3" E2 a o� �m JY^ U� ZZ> ZZZ 7U UUU y U S m Z AD :2N 0 UOW U HMO_ n 0 0 U N W O D' xoz Y SZQ JW O_ m 3 W Q w >x a 300 Nf L q O w Amo r^ NOO O� ebb �w QOO T m <Y ep" oxm . . n = wNiEia ia. pgOFE S SIQ�^P.��� THIS CERRFICATIO STRUCTURAL DESIGN N a OF THE FRAMING AND C PARTS MANUFACTURED BY LESTER °o BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS W Z '"0 EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL ERECTION, .0 DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE W u` FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. J CO aENGINEER STAMP FORw DA00 3 STRUCTURAL DESIGN ONLY FULL R1 m 1INDER101-1E, +�H+c Kti�urc'u - AS UILDING DIN 4 PY FTN! TOsf-1002 9 AM TO FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE IL ROUGH - FRAMING & PLUMBING 3 INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ttiYsHOW trERTiFIC„YE OF OCCUPANCY