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Home My WebLink About222 Venetian Bay Cir 04-2253 New SFHCONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151-Southhall Ln-#200-- Maitland, FL 32751 407-257-6940 - - CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # n Qf , A a-! , DATE % L PERMIT DESCRIPTION PERMIT VALUATION off• L SQUARE FOOTAGE v<4 City of Sanford Certificate of Occupancy This is to certify that the building located at 222 Venetian Bay Cir.for which permit number 04-2253 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 12/22/04 Engineering: D. Richards Public Works: J. Crompton Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 12/22/04 12/20/04 12/22/04 12/27/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION New Single Family**** DATE: 12/17/04 PERMIT #: 04-2253 ADDRESS: 222 Venetian Bay Cir CONTRACTOR: Morrison PHONE #: Chris B 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Y4ngineer in 1 z/z2 /off Fire Public Works OUtilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) JN CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 12/17/04 PERMIT #: 04-2253 ADDRESS: 222 Venetian Day Cir CONTRACTOR: Morrison PHONE #: Chris B 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Works Co 6` 0_L Zoning o' Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY 1 REQUEST FOR FINAL INSPECTION Q Lu i n New Single Family**** v1 g I I DATE: 12/17/04 tz' O 1 PERMIT #: 04-2253 w N I ADDRESS: 222 Venetian Bay Cir` I c CONTRACTOR: Morrison wCi V' PHONE #: Chris B 407-948-4893 j The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning tiliti r Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Ldcat'ion ID . . . . . . : 241025 Parcel Number . . . . . : 23.19.30.502-0000-0300 Alternate location ID . : Location address . . . . : 222 VENETIAN BAY CIR Primary related party . : Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 12/20/04 16:53:45 Free -form information LOT 30 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2253 PD 6-14-04 SEE REC#6879 3/4"WA METER SET FEE $190.00 PD 6-14-04 REC#6879 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel AfJ7LYF`f1 I s jCi fie ld bI tfiz, g; n' 5 r1 +1. e•y 5e xoe— ' oa A A?Jafio t _ 3je3 €t£i r. Change r cac Ott naatc ! Residentid '. Nori-Resid€-wiz? a. l'lntibltjp/ News- CttraMerc4' o; F i 1,urCz o`b'e» A sr€: i=n¢ :A oa Gatares• Flu MbItAWN goy Resldt`€wal: #e of W*14 Clcjse%s Cies sod T ps:esdertt`i l , Cfl,'ta-»serEial lrad er"Y 'tTe1dlo re;"ioou.e: -_._ _.._.._ ConsttrLwOoll Type: rr of stories: , o l!yyei!ia3ril#: FYde: g ()EtElitY ?ade rer reere: 6'(,r o,€liar' f:Iraiar:, Fareel f?: ( Aftadir. Proof of ftnership A LnA Dwerlptivin) ma'rners Name A Address: P ope: Contractor Nzme & Address: ' ' MMiGA 1. O[Ld Q( -- - }- 09 G01AERsZaiat€ . icensr .0 - bber;+ - pRUB Phone w Fax:.i;l` /if Y F'111RYLIide f t7o .r,`'.r-le Bonding Company: - Address' -- N1ortgage.L• ender: -- Address:. _ Arch iwUEngineer: Phone: Fa~ - Application is hereby read€ to obt?in an pe ;rat to do the eyork and installations as indicated. l cerarfy that no work or iamllanon has eon-uniencedprior to the issuance of a perniltandthatallworkurillb-- ..raa rerl to trtzttstandards of ail lairs regdilatitig cons=uetion in this j13r1sdre6on. 1 unden-land that a separate petmit must be secured :orEtIFCIRICALWORK, 11LUI4SDic-,-IGi9S, - L; POOiN, FiJiu'tiF C, BOILERS, iiEATiRS, T alVc S, and AIR CONDITIONERS, etc. OWNER'SAFt•IiDAV i : i ecrti j that all of the forgoing info,rtz ioa is ae ur2te and t?tat all e ork gill l s done in eorarplta ce with ail applicalli. i>.w;; t c{ U t tg const]ucrion acid zoning. WAI°.t"+Iiu'WCs TO Oar YOUR FAILLTFETO RECORD D A NOTICE OF RESULT FNY }1 lI' 1 /, I ti iv 1'r10E POP, IMPROYEjvIE14T5 r0 YOUPPROPI:kTy, it 'SOLI Ily s tNE) E O OE T Fiil FiIAN. CTNG, CC i L'T W t _ YOUR LENDER tDER cyli /;id ATTORNE`! SEFOPF RECORD= r1gG YOUR NOT1CiOFC0i141iENCER,JEYVT- / // NOTICE. In addition to the regtrrirernents of this p r rr it, there tray be additional resections a ii It to o I + e, . at , € in p ? 3 y be _ot0e i,r r p b' ir. t ords of this eountja, and there may beadditionalrequiredfromothergonenmtaientriessuc va'i agetne districts, star€ age e. , rr Ir dr-:t n l agencies. Acceptance oC.pe, rtit is verification that 1 N611 notify the owner of the pro en, of the re it Signature of Owner/Agent Print Owner/ Agent's Name Date Signature of Notary -State of Flonda Date Owner/Agent is _ Perscniall "Known to Me or Produced ID AITLI ATION APPROVED UY: Bldg. Initial & Date) S,t)a S! l ondrtions; 1 1 2004 Signature of or/ Agent Date 10#, LRf G. DELLO RUSSO rat Contractor aent`s Narnri] 1 1 2004 Signature of No_ --- State of Florida Date Contractor/A2c-.'::SZ'1'ersonalir Known to Me or Produce' Zoning: L: .::c , FD: Initial c@ Date— Initial K Date) ( Ir}nal G .Dar: MY COMMISSION # DD 212893 I EXPIRES: June 14, 2007 Bonded ThruNotaryPublicUnderwriters COUNTy.8F SEMINDLE I STATEMENT NUMBER 104-76169 BUILDING PERMIT NUMBER:: ITY UNIT ADDRESS: -- - TRAFFIC ZONE: JURISDICTION: O6 [-Jl::.-SANFDRD--_--__--- SEC: ___ TWP RN : PARCEL: SUBDIVISION: PLAT BOOK OWNER NAME: ADDRESS: APPLICANT ADDRESS: ~ DATE: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS , COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54'00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BYs SIGNATURE- r n ETrxIn` n nc/--' DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AN0 ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OROWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM -AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: _ 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** S7NGLE FAMILY BUILDING PERMIT******************** J [ I i CITY OF SANFORD PERMIT APPLICATION L) C1. 4 6QL4DatecPermit # Job Address: Description of Work:daz E mgm Historic District: Zoning: Value of Work: $ " • Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Z .39/_. • Construction Type: GM LL # of Stories: Z # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) 02 / f 0— 6 0000 0 5D o (Attach Proof of Ownership &Legal Description) Parcel #: 0 3— - O Owners Name & Address: 0 11cz150UrHH&G Phone: Contractor Name & AAr'ddress: ekM)WA / / 0SOIl 160ME5 . Ad rc ClIv le / State License Number: C9C; Phone & Fax. % S7 " Cinfact Perpson: dJ PllA CCAKK Phone• 4 7 0 Bonding Company: /VA A A I P Address: -,,VA A E t yt Mortgage Lender: AA Address: I V. Architect/Engineer: U,,/ n, p 1 MAY n A % nPhone Address: 43 SA/LO/ %%/ fL RJf i /Jl/ /%i%ii i 7 Fax Application is hereby made to obtain a permit to do the world hd installatio is , ndtcated"'1.certif-tfia work or inSlai anon has commenced prior to the issuance of a permit and that all work will be performed to ut t standards f dil haws regulating conMsttuNcti, n in this Iu, uon. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBi1 G;"SIGNS, LLS,POOLS,FtIJ NSA S BOILERS ATERS, TANKS, and p @ ! tls AIR CONDITIONERS, etc. 1 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC Fn OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE :'I additio to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of oun this cty, and thmaybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the own of the property of the requirement f lorida Lien Law, FS 713. 6 • a o 8 Signature of Owner/Agent ate Signatu e of Contractor/Anent e o a r` a Print Contractor/ A w e c r $ Print Owner/ e $ s LU o ¢ X Signature o - Star orida to Signature o LU tary- too nda a oJc ro W o C, ko Owner/Agent is 'v Personally Known to Me or Contractor/Agent is Personally Known to Me or rOm•_* St 4. _ Produced ID 4JA Produced ID APRL 4 ATION APPROVED BY: BldglJ {' i Zoning: Utilities: FD: Initial & Date) (initial & Date) ( Initial & Date) (initial & Date) Special Conditions: con P hca h/ elck ,nc C. rr. k CITY OF SANFORD PERMIT APPLICATION Permit #. V" C a S Date: Job Address: 01 al GVEC,n Q Cy r \ JC, (r i C.\Q Description of Work: Historic District: — Zoning: Value of Work: Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 1 5 b Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Server Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. for other than X) Parcel #: Owners Name & Address: Mo t( 4--` ctn P Contractor Name & Address: Phone & Contact Person: Bonding Company: Address: Attach Proof of Ownership & Legal Description) SttJ ha-\kt1L. ,e_ Phone: 'L'—I Cn — L0 a State LIcense Number: 7'-0 nn ffi is ci4% Mortgage Lender: Address: ArchitecUEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem is of Florida Lien Law, FS 713 Signature of Owner/Agent Date Signature of Contra A t Date Print Owner/Agent's Name AT or/A cnt's Name .yr Jennifer AlmodoVer G My Comrnission DD272809 Signature of Notary -State of Florida Date Si re of h tary-State of Florida o n s DBcenthsr 07 2007, Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Contractor/Agent is"Personally Known to Me or Produced tD Initial & Date) Utilities: initial & Date) FD: Initial & Date) 1111111100al o®ai8u69 sule o muan.m..o Permit Number: 0 "I 0A aL Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. IARYANNE NORBE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 05283 PG 1E72 CLERK'S # 2004065209 FMRDED 6412912M 1 i : 39 09 PA RECORDING FEES G%N RECORDED BY S O'Kelley GERYIFILD COPY MARYANNE MORSE CLERK OFSJ U1T COIJRVP N 4 FLOW& The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. 4. 5. 6. 7. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63,, Pages 84-88, of the public records of Seminole County, Florida. Street Address "67i CL&;/e Sanford, FL General description of improvements : New single family residence Owner information : Name Morrison Homes Address l J 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 Fee Simple Title Holder: N.A. Contractor: Name NAREIL F)Ptr-0 Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 Surety: N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other .documents.may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself' Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiratio date of notice of commencement: One year from the date of 7f. Date Signed. Signature of Owner's Agent, MPt eK AIGV Sworn to and subscribed gfore me this by Maria Lisa Steiner, who is personally known to me. CUAK MY COMMISSION t DD M811 Signature o otar of Notary Seal: EXPIRES: June 27, 2007 F° r, Bonm 1hru Bwpet NoWY semm Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.sen inole_County_titte?PARCE... PARCEL DETAIL t d Back ) i ticwiruda• l'ouaty i Icy AVIIVIIIIVcttfr ryrces NARCISSUS AVE e ill^.Abf-lillh I f 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0300 Tax District: S1-SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $26,000 Property Address: 222 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: VENETIAN BAY Just/Market Value: $26,000 Dor: 00-VACANT RESIDENTIAL Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/lmp 2003 Taxable Value: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 30 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. 1 Of 1 4/22/2004 8:24 PM etw ss®ciates fne. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43-W 50.00' L 2 N 89°59 43-E 50.00' NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY LI LOT 30 A" GRADING N 5.500 SO. FT. 12.7'm 16.0• cov. PAT 10 v, O n a 11.3' a rr w— CO p1900) Z o ALEXAN -A- nm ELEV. "A.8 6 CSINGLE " -n v FAMILY w RESIDENCEo v C); LOT29FIN. FL. o mrn Rl ELEV: 16 1 n m El m z ti60. 0'D O 8.7' _ 3.0' 40.0'W O " 20. 0 C OO NLn ul ul L2 S 89° 9'43-W +574.00' REFERENCED BEARING LOT 31 87. 22' CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 30. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X according to the Flood Insurance Rote Mop Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford Community Number 120294) OF P. C.P. \ SETBACKS: Max Coverage - 64 Front 25' Rear 20' FS1—TEDATA Side 5 ' Corner 15' PERVIOUS SO. FT.. 52Minimum LotWidth50' OT S0. FT. IMPERVIOUS AREA - 2.845 SO. FT. Note: Bearings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. Job Number 2001. General Notes: P/ e P S ED 1. This is a BOUNDARY Survey in the field Legend Temporary Benchmark CYS Offset performed on . Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum)O. R.B. Plat Book subsurface/ aerialPB encroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. CJL d r (Delta) Angle CentraloCenterlinetrorPCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated P.C. P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. Page only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P.R. M. P Permanent Reference Monument Property Line Temporary Benchmark shown hereon. C.M. Concrete Monument P.. O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of - way of record whether depicted or not on this document. No search of the FINAL EL. Elevation (Measured) P.I. Point of Intersection Public Records has been made b this office. Y FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe PT. Point of Tangency 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod R RAD Radius RadialLlne Denotes %" iron rod. with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod wi(h red plastic cap marked 'Witness Comer", unless otherwise noted. LB Licensed Business RiW Right - of -Way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Measured TBM Temporary Benchmark o Denotes Permanent ReferenceMea Monument N/D(N&D) No# and Disk TYP. Typical 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial r— - Fence symbol (see drawing) X —X- Fence symbol (see drawing) Certification: Not valid without th signatureZda the original raised seal of a Florida licensed Surveyor a d Mapper ey meets the requirem of the Floridinlmum Technical Slandar as contained in C¢ap r 1G17.6 F Administrative Coh. Darae L. Przemienieckl, P.S.M. Registered 14rveyorand Mapper No. 6030 1Qliarn R. Herx, P.S.M. Registered Surveyokhnd Mapper No. 6092 Herx B Associates Inc., State of Florida LB 4937 Sketch of Legol Description This is not o Survey Drown by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1•- 30' Plot pion performed: 04-15-04 Foundation Survey: Final Survey: Revisiont . Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 30 Venetian Bay, 222 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 222 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 30, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates In . Darae L. Przemieniecki , P11 Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For lrisuranceCompany Use: BUILDING OWNER'S NAME Policy Number; MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 222 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 30, " VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/ LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6, FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? [—]Yes ®No o a) Top of bottom floor (including basement or enclosure) 16. 1 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 15. 8 ft,(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 3 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 15. 2 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15. 4 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) a) ( V l 00 1 , 0 W m E C / z N O) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Professional Surveyor and Mapper No. 6030 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE IMON 407-79H908 FEMA Form 81-31, January 2003 y See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insuranoe Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 222 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans, TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A; B, C, and E are correct to the best of my knowledge, PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community ofridal completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions IHerx * e4ssociates Anc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 S 89°59'43-W 50.00' L 2 N 89'59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY 6' BRICK WALL-\ 2.2- L 1 f-2.2' FD 50/5 1 1 FD 5' 0/5 LOT 30 A" GRADING N 5. 500 SO. FT. cn 0 z 12. 7' COV. m 16.0' 0 in PATIO u, n a 11.3' arr- w- Q 1900) A' O a ALEXAN no rn ELEV. - A, B & C' n SINGLE FAMILY o v nm LOT 29 RESIDENCE o FIN. FL. mrrn LOT 31 R1 ELEv:16 I n- m rn my c) 8.7' 0' C) O C) N 20. 0 15 Cl O M 87. 22 ' 0. 2' 0:3, tNn O eP. C.P. S '43 "W +574. 00 ' - - P.C.P. 89° 9 REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT '•F " PRIVATE ROADWAY LEGAL DESCRIPTION.' Lot 30. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X. according to the Flood Insurance Rote Mop Community Panel Number 120289 0035E.Doled 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood Insurance Rote Maps Provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by on elevation study. We assume no responsibility for actual flooding conditions concerning this parcel General Notes: AH1 0 8 9nna SETBACKS: Front 25' Rear 20' Side 5 ' Corner IS Minimum Lot Width 50 Note: Bearings shown hereon ore referenced to the CIL •-- _- of VENETIAN BAY CIRCLE as being S 89°59'43"W - Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. " Job Number 2001. 1. This is a BOUNDARY Survey performed in the field on Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/ aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back or sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline Construction plans provided by the Client unless otherwise noted, and are shown a Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin. Fl. Elev. I. P. Finished Floor Elevation Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point)'` I.S. Land Surveyor Denotes Permanent Reference Monument Mea Measured 2004 Herx & Associates Ina All ri hts reserved 9WD( N&O) N. R. Nail and Disk Not Radial O/ S Offset O. R.B. Official Records Book -" PB Plat Book'' PC Point of Curvature PCC. Point of Compound Curvature P. C.P. Permanent Control Point' •--" PG. Page _... P. R.M. Permanent Reference Monument P/ L Property Line P. O.B. Point of Beginning P. O.C. Point of Commencement P. I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/ W Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) " X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the originai raised seal of a Florida licensed Surveyor and Mapper_ - Drawn b y :. AH This survey meets the requirements o%Lhe--lorida Minimum Technical Checked b y : DP Standards as contained In Chapter 61G 17-6 Florida Administialive Code. Prepared For: 02- 017-0 _ JobNumber: 02 017 02 D E G 1 2004 Scale 1'- 30 i l Plotpionperformed: 04-I5O4-.- WilliamA.Herx, P.L.S.FloridaR isteredLandSurveyorNo.3182 Foundation Survey: 07-08-04.---._ Darae L. Przemienleckl, P. S.M. Registered Surveyor and Mapper No. 6030 F i n o I Survey : 12, - 10 - 04 ......-.._,. William R. Herx, P.S.M. Registered Surveyor and Mapper No, 6092 Revisions _ Herx & Associates Inc., State of Florida LB 4937 03-tad 12 : 592- PM FROP•1 I' 1 CITY OF SANFORD Pr Mrr APPLICATION Permit p : 7 Dale: L Q v Job Address: a a V 9 L1e Description of work: I LA_ ) , Ot n 1 Q t ct nl, n f t cn n Historic District: Zoning Value of Work: S o Permit Type: Bulldins Electrical Mechanical Plumbing -y'— Fire Spcinklcr/Alum Pool Eleelrlcal: New SeMoc - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Residentiaj Replaeetneau Ncw (Duct Layout 3c itittx(gy Qalr Roquiled). Plussibing/ New Commercial: # of Fixtures # of Water & St wtr Linn # of Gas Lines Plumbing/New Residential: H of Watet ClosctsPlumbing Repair - Residentitl or Commercial Occupancy Type: Resi&.ntW -Y--_ Commercial " Industrial Total Square' Footage: Construction Typt: p Of Stories: # of Dwelling Units, Flood Zone: (FY,MA form roquMed for stber roan X) 71 Parcel K; (Attach Proof of Ownemklp & Lagat D) eripdoA) Owners Name er Address! r IOC \ S t7 h q m F S _ \ b, AAA 10- \ ,,a a- bo1 1 CSC) Contractor Name AAddress --.0 5 r n li 1l1 f b t rl(a,1VC C' C St w 0OQ'c "a 61 vA 1A l a u Statc License Number. L Q b_ Phone & Fax: L 1l7on ertoe: Phone; n t Residing Company; t Address: Mortgage (, ender. Address: -- ArchltecUEnglneer: Phony Address. Fax: Application Is hereby trade to obtain a permit to do the work UA installations &S indicated. I certify that no work eir installed his commenced prior to the issuanceofapermitandthatallworkwillbepecfontiodtoinsetStandardsofalllawsregulatingoonsttuctiooisthisjurisdictiontimdagtandthataaopacaupermit must he.Wured for ELECTRICAL WORK, PLUMBING, SIGNS. W BCLS, POOLS, PURNACBS,1101L9RS, HEATERS, TANICS, and AIRCONDITIONERS, etc: OWNER' S AFFIDAVIT: ( certify dun all of the foregoing Information is accurate and that all work will be done is compliance with all applicable I4ws regalatita 000struction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR fMPROVBMIENTS TO YOUR PROPERTY. if YOU INTEND TO OBTAIN FINANCING, CONSULT WI711 YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTIC : In addition to the tcquircincnts of tldc permit ttae may be additional restrictiont applicable, to this property that tray be found in the public records of, this county, and there may be additional permits requited from oQser goverrustental entities tucb as water management districts state agencies, or federal agencies. A"optanco of permit c tion Utat I t ' Lo tiry the own" of the property of the rollut of ien Law. FS 711. SigOf Owner` CM t..-./>-- 6 Darc S enure :ConRutor/Agcn D o 17ot1 G( e kCrS 1 (i ypk . TOwner/Agctu' s Neon rinr ntractoi/Atltnt`Se Name Gvur "' 10- f i O L Sigruatre of Noary-Sole of Florida Date Signature of Noury Sutc of Florida Date nth. DE861E B Owner/AgcniIs -Y Personally Known to Mr 0c Contrac r/ Milt i3td11 i-arvroN Produced 10 Pr ucc 188491 1-800- g_NrjTA,Y a., eUJUary25,2007 r t tdot3y Discount Assoc. APPLICATION APPROVEDBY: DidQ `0 I in:. Utditics: ^^. Co. V ( Initial & pare) (Initial & Date) (Initial k Due (Initial & stale) Special Conditions Kam 1 11 rj WNCommissmDD31M78 pia Expires MW 03, 2008 L -. m TRUSS INDEX SHEET FTIOROX-7PerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z22135 8 Address 1 VENETIAN BAY if Address 2 LOT 30 a.{11,k 1mpany Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION General Building Design Information DBA SMYTH LUMBER CO. a' Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI/TPl 1 APOPKA, FL 32703 Design Loads 40 299-1522 Roof: 37 PSF FAX: 4 7-299-9153 Floor: — Wind: 120 MPH ASCE 7-98 Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 a Or Building Designer: Se D ,e 207Apr-04 Trus ngi,leer: William M. Ranieri Alpine Engineered Products Design Software FL Lic442704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 25 Plus Standard Details Truss ID: R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 P1 P2 z H1 E1 C1 C2 C3 C4 C5 Professional Engineering Certificate of Authorization #921,8 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 1 S:V0bs021Z221351Z22135. and 9/242003 The Truss Engineers seal, when applied, confirms the pplacement of the truss framing as it relates to the truss designs specific for this structure. Tf a truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss placement plan. The desiggn of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional approval by the building William M. Ranieri PE design professional shall inciu e, but not be limited to, design loading, lengths, profiles, FL L'Ic. No. 42764 pitches and depths. izo 7.ol vAFie) - 4' L ,) Wi F41SErFEELS I,' Z OII FF.Lc WALL^ MYTH LUMDEP ('10, FOOF TFU'-)`I DIVF-11 1\4 2722 " OUTH .4F0FI1:.4 DI-M-'. 4.. FOFKA, FL. 270, 407) 2+1 - 1522 F. 4, (407) 2L1L1 — 11153 Erlrlineer6( j Gertlflcote of 4utliori-otiorl # gZI,5 1`, I /TE` 1) IT F% TIE I`MrfRS I-ESE(1- .,ID IT'I To VEE,' TE1155 RAGEI,EME FLGII At TFL159 DE:i(+II I%FdW'FIiS AiiA1JST FELD lid Id1TL:'r•15 41r) ff5K F11ITEl•IT, IF. EFEPEIKE 5E):TION 1A21) AIN/TFI FW F) AFR: OVEI, NAFE IFFNT) WA IE - BATEj) Tn KSES MITT IJOT FE 0IT If. ALTEFEP Il All. 'LAY WITHOLIT FF)OF ALITTIOnZATION FY ' MYTH TFLKS COI,FAII',: i) TF]K5E5 THAT AFE (LIT OF At.TEF,ED MTHOUT & I TFY-)FlZAT0.xl WLL PE FEFAFED E FEr E,cEI1 AT (LSTObEF'S E>.rENSE it Pei.YGH4F. CE5 IT A1111 IJ ,V WILL NOT PE r.( 4J5rfFED WITHOUT IFAT F.EVEW AtV WFIT TUL GLI.ISEI IT PAY WM TH TF t COLFAIT). DETAIL- i) FEFEF TO HP•'I IF.ECOMvEP r-ATV,F, FIX. HAI• r4.1-r6. 1.15TAL-LTM, UV TEArt' F:PF,Y P-P4(IWI rEFEF TO EII!i.EEFED DF.4"161S FOP. FEFIA4IEI IT FFA(ri5 F,EOLF.ED Li ALL Tn,..,5ES II YLI.G ki Tf.LK`.E9 LIr EF VALLE'1 FFAM•li) MIST FE GOMLETELI' rEG1,ED of rEFEE TO VALLEY TF113i, ETA1- FIT ALTERNATE FFAlrIG PEO,I ITEIJEM1ITI, 3) ALL VALLE) S TO Pf (()IJVENTIOIAI-LY FF AI,EF F-i NLPEF 411 1 TEnOF LOAD FE4E1.15 WALLS HANGER LEGEND ALL FOOF TFLKS HAII,5CF5 TO PE `N.PStHJ HKZ4 OF Vr WANT-546) TTD'ZF ItLffS NOTED OTHEFWISE. SIMPSON I USP KANT-SAG Id'• HUS26 OR TH026 Ib; - HHUS26.2 OR THD26.2 IEI • HHUS28-2 OR THD28-2 Io' - HHUS48 OR TH048 E' • HGUS26-2 OR THDH26.2 I{ I • HGUS28-2 OR THDH28.2 HGUS28- 3 OR THDH28-3 9' • SUUR210 OR SKH21OUR d`- HGUS48 OR THDH48 Cx, • THA422 OR MSH422 ILI - THAC422 OR MSPA221F 19- - HUC410 OR HD4101F 16 - TWA26 OR HJC26 IOdTF46TOF: M0F' F1-7,,0N HOME) J" THE ALEXAN 4r' I FESS A[-[- ELEVATIi N'=, 91: ALE 114TE 1-AY-TITP. PF.AWN FY I ICTI IE 1101141,12 1 ZZW5 I M, to kLLL13D - K.L) IH1S UWG PREPARED FRUM LUMPUIEH 1NPU1 LUAU) & D1.MENSfM,'1 SUBM111EU BY IRUSS MFH. TOP CHORD 2x 4 SP 3 rn 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL BOT CHORD 2x4 SP 3 POSITIONING REQUIRED. WEBS 2x4 SP 3 120 MPH WIND, 10.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED SEE OWGS Al2(030ECO901 GBLLETIN1001 FOR MORE REQUIREMENTS. ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MIEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4a T ...., 2X4(A1) L<1-a-o>J LE1-8-OY I 10-0-0 1 10-0-0 I 20-0-0 Over Continuous Support R=84 PLF U=30 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R WARNING`"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NST-ITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pl C j• rV`tr- ' [. T C T C L L D L 20.0 7.0 P S F P S FSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f ROOF TRUSS D1v1s1oN IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER EO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO.42704 B C D L 10.0 P S F 2722 SOUTFO APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND y 1STATEOFAPOPKA, F'L 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1{ Q S BC LL 0.0 PSF ao7-29a1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q`Ja.• a...... ' FAX: 40W-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 CAL V. STEEL, EXCEPT . NOTED. APPLV CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER TOT. LD. 37.0 PSF D U R F A C . 1.25PROFESSIONP,L ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALITHOFzizAmN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Dec 18 ' 02 ANSI/TPI 1-1995 SECTION 2. S PAC I N G 2 4.0 Scale=.3125"/Ft. REF R352--67480 DATE 12/18/02 D R W SLTUSR352 02352212 SLT-ENG WMR SEON 62480 FROM M JREF 1RY0352_ZO4 LUI,5n - KZ) TOP CHORD 2x4 SP #2 BOr CHORD 2x4 SP #2 WEBS 2x4 SP #3 In13 uwu rnLr Amru rMUPI 1-UI"If UltN IINPUI I,LUMUJ a U1riCwJlvnJJ JUDI'I1I 1Lu of IMUJJ rirn. 120 MPH WIND, 10.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 I— k'll/ ", k„, LE1-8-0>J LE1-8-0>J I 10-0-0 _1_ 10-0-0 _I 20-0-0 Over 2 Supports R=837 U=297 W=8" R=837 U=297 W=8" PLT TYP. Wave TPI 95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL - 1 R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE`_`l, N: R T C L L 20. 0 P S F R E F R 3 5 2-- 6 7 4 8 1 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADiSON. WI 53719). FOR SAFETY PRACTICES PRIOR TO •,F v PERFORMING THESE FUNCTIONS. UNLESS O7H ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y; (QSIFI C.Q.: /l T C D L 7.0 P S F DATE 12118102 S MIYTH LUMBER CC) STRUCTURAL PANELS..BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IG FZOOFTRUSSDIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO"AiY%OIL ' BC DL 10.0 PSF DRW SLTUSR352 02352235 PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 27'22 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t STATE OF ;•Q BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AHD CAPER ASSOCIATION) AND TPI. ALPINE L CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOT, D. APPLY CONNECTORS TO t TOT . L D . 37.0 P S F S E O N - 92891 FAX: 407-299-91 53 EACH FACE OFWRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '..,,•,..• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING slnD U R . F A C . 1 . 25 FROM M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS CERTIFIICATE OF AUrTHORELATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER D 2 C 18 SPACING 24.0 JREF - 1RY0352_Z04 ANSI/TPI 1-1995 SECTION 2. ZZZ135 - K3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 5X4!o I H I b UWG PRE PAR ELI FKUM CUMPUItK 1Nf UI (IUAUJ N UI MtNJIV NZ,j JUISMIIILU UT IKUaJ MI-K 120 MPH WIND, 10.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-6-10 8-0-0 Z.5A4(bZ) 1-8-OY I_ 10-0-0 _I_ 9-8-0 _I 19-8-0 Over 2 Supports R=836 U=305 W=8" R=716 0=206 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 - R - Scale=.3125" Ft. WARN ING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIG DR., SUITE 200, MAD N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCi,ONS. UNLESS OTHERWISE INDICATED, TOP CHOR0 SHALL HAVE PROPERLY ATTACHED - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. -SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R p'IF C 3 fG•4 - "Q. No. 4270'4 : TIC TIC BC L L D L. DL 20. 7.0 10.0 0 P P PSF S F S F R E F R 3 5 2-- 6 7 4 8 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 12118102 - DRW SLTUSR352 02352213 S L T - E N G W M R2722SOUTHAPOPKABLVD. APoPKA.FL 32703 407-299-I 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 STATE OF : 5.4 •, (V y O RiO •• BC T 0 T L L L D . 0.0 3 7.0 P P S F S F S E O N 92895 D U R F A C . 1 .2 5 FROM MPROFESSIONALENGINEERING CERTIFICATE OF AUTHOREJAmON #92IS DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGss ONA RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ABs,lTP, 1-1995 SECTION 2. Dec 18 '02 SPADING 24.0" JREF 1RY0352_Z04 a... — I I n4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ISEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. i 0-9-9 3X6= _..__ _ ..... L<-1-9-0->j L<-1-9-0-->j I_ 4-11-4 _I_ 5-2-12 _I 10-2-0 Over 2 Supports R=302 PLF U=184 PLF W=1-7-0 R=302 PLF U=184 PLF W=1-7-0 i 0-9-9 F * 9-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:1 FL 1 R - Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISD N. N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M eT T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 6 7 4 8 3 DATE 12118102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IF C4 lG ROOF TRUSS DIVISION IMPURiANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.42704 : BC DL 10.0 PSF DRW SLTUSR352 02352214 2722 SOOTH APOPKA BLVD. FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TF1: OR FABRICATING, SHIPPING, INSTALLING ANDHANDLING. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN t BC L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 407-299-7522 NATIONAL SPECIFICATION PUBLISHED BV THE AMERICAN FOREST ANO FAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 APPLY CONNECTORS TO STATE OF ;• r0 P.•' TOT.LD. 37.0 PSF SEON - 92902 FAX: 407-299-91 53 GALV. STEEL, EXCEPT AS NOTED. EJCH FACE OFgTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR,, D U R F A C 1 5 F R 0 M MDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s// p•. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYANDUSE OF THIS AfL• 2 SPACING 24.0" JREF - 1RY0352_Z04 CERTIFICATEOFAUTHORIZATION #92 18 ANSIONENT1FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 18 LCC1J5 - K5), THIS DWG PREPARED FROM COMPUTER 1NPUF LOADS K D.ZMENSION--a SUBMITTED BY TRUSS MFR. TOP CHORD BOT CHORD 2x4 SP 2x4 SP 2 2 120 MPH WIND, 11.06 FT MEAN HGT, ASCE ANYWHERE IN ROOF, CAT II, EXP B, WIND 7-98, CLOSED BLDG, LOCATED TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 0-9-9 3X6= 7 7 2.5X4 1 e 2.5X4 0-9-9 3X8= 7- 4-0 2X4= 2X4= L<-1-9-0->j 1_ 4-11-4 _1 5-2-12 I 10-2-0 Over 2-Supports R=478 U=291 W=7" R=478 U=291 W=7" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 - R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M M :\, T C L L 20.0 PSF REF R352--67484BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEINSTITUTE,583 D'ONOFRIO DR.,SUITE 200. MAOISON, WI 537191-FOR SAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED. TOP CHORDSHALL HAVE PROPERLY ATTACHED QT,:; pZIFICT C D L 7.0 PSF DATE 12/ 18/02 STRUCTURAL PANELS. BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHEDRIGfD CEILING. .V - ROOF TROSSDIVISION 'IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC PBCDL 10.0 PSF DRW SLTU.SR352 02352215 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 j BC L L 0. 0 P S F S L T- E N G W M R QtiSTATEOF ; / S 407. 299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO v RA O [.r/ T 0 T . L D : 37.0 P S F S E Q N - 92905 EACH PALE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING RESPON'.BILOITY SOLELVTFORSTHE OiRUSSIC0MP0NENT D E S IG N TSHOWNCEP7ATHE SUITABILITYOANO USEIOFETHIS s OIVA D U R . F A C . 1.25 FROM M CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Dec1 8 ANSI/TPI 1-1995 SECTION 2. - SPACING 24.0" JREF - 1RY0352 ZO4 LLL135 - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.801' IRIS UWU PKLPAKLU FROM CUMPUILK INPUT (LUAUS &.UIMLNJIUNJ) JUMMIIILU by IKUJb MFK. 120 MPH WIND, 13.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. A) 2x4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3-1-0 6X8 (R) III 3X8 5X4(E3) 5X6= LE1-8-0>J L< 1-9-0>j L. 8-3-12 _I_ 12-2-12 _I 20-6-8 Over 2 Supports R=107 PLF U=40 PLF W=11-11-8 R=433 U=211 W=7" i 0-9-9 T+ 9 4 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE E.1 a QTY:1 FL 1 R Scale 3125" Ft.. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING, AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR(0 DR., SUITE ZOO, MAD ISON. WI 53119), FOR SAFETY PRACTICES PRIOR 10 F ERE RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S7RUCiURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A,.. .A 1jIF C+w~, 1 AX `i g T C T 1. L L D L 2 D. 7.0 0 P S F P S F R E F R 3 5 2-- 6 7 4 8 5 SMYTH LUMBER CO. DATE 12118102 DRW SLTUSR352 02352216ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED dX f NO 4Z70,4 $ BC DL 10.0 PSF 2722 SOUTH PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G / W M R APOPKA Bwa BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS DESIGN B C L L 0 D P S FAPOPKA, FU 32703 407-299-1 522 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 APPLY CONNECTORS TO STATE OF ;tomS. ( 6f V 4 f V T 0 T L D 3 7 0 P S F S E Q N 9 2 9 2 0Fax: 407-299-91 53 CALV. STEEL. EXCEPT AS NOTED. E@CH FACE OF+TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 RI A D U R F A C . 1 .2 5 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SS/OIVAtL CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2: D e C 1 8 SPACING 24:0" JREF 1RYO352_ZO4 LLC135 - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.801' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3-1-0 5X4= 2 X 4 III 5X6= I n13 UWU rMtr AMtLI rmvm SvrlrUI tit 1rlr UI kLUMUJ IX Uf.FIC1131 v IV J.f JU01 111 120 MPH WIND, 13.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X4 (E3) e L< 11-7-8 _ I 1<1-9-0>j I 8-3-12 _I 12-2-12 _I 20-6-8 Over 3 Supports R=520 U=228 W=4" R=774 U=260 W=8" R=424 U=201 W=7" i 0-9-9 F + 9-4 .0 PLT TYP. Wave TPI-95 R Desi q n Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R Scale 3125" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST I7UTE. 503 D'ONOFRIO DR., SUITE 200, MAD ISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAY A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R.Q,_ 7/ Z IFI C,''•, f4 888 F No. 42704 S T C T C BC L L D L DL 20.0 7.0 10.0 PSF P S F PSF R E F R 3 5 2-- 6 7 4 8 6 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 1 8 / D 2 DRW SLTUSR352 02352217 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIWC. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WI7N APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP, . ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTE). APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••• 1 tS `STATE OF : Q: 1 P,• R10,•' BC T 0 T LL L D . 0.0 37.0 PSF P S F S E 0 N 92916 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING CERTIFICATE OF AUTHORRJLTION#921B DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT T1FOR ANSECTIOICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 18 '02 SPACING 24.0" JREF 1RY0352_Z04 i I LCL1S5 - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.801' 3-1-0 5X4= 2 X 4 III I MIJ UWU FKtHAKLU tKUM UUMHUILK INFU I (LUAU) 0 UIMtNV>I UNZ,) JUISMI IItU LIT IKUJJ Pr-K. 120 MPH WIND, 13.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4( E3) L< 1-8-0>j LE 1-9-0 8- 3-12 _I_ 12-2-12 _I 20- 6-8 Over 2 Supports R= 856 U=228 W=4" R=862 U=260 W=7" i 0- 9-9 F + 9 4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1. - R - Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M R T C L L 20.0 P S F R E F R 3 5 2-- 6 7 4 8 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MA01S0 N, WI 53719). FOR SAFETY PRACTICES PRIOR i0 p'IFIC •` V/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' 4.5[' T C D L 7.0 P S F DATE 12118102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }1G RooFTRUS5D1v15ION — IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F t11o.42704 i LTC DL 10.0 PSF DRW SLTUSR352 02352218 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING., SHIPPING, INSTALLING AND t APOPKA. FL 32703 BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s STATE OF BC L L 0.0 P S F S L T - E N G / W M R 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMER'CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S• P.f (V FAX: 407.299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y R•' TOT. LD 37.0 PSF SEON - 92923 EACH FACE OF w:RUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER[I AIAI. l' PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PD U R F A C . 1.25 _F R 0 M M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIT WN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1-1995 SECTION 2. Dec 18 ' 02 SPACING 24.0" JREF - 1RY0352_Z04 LCL135 -.Ky) - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4.SP #3 Rt Slider 2x4 SP #3 W5 2x4 SP #2: BLOCK LENGTH = 1.638' SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) TC From 54 PLF at 1.67 to 54 PLF at 9.49 TC From 81 PLF at 9.49 to 81 PLF.at 34.06 TC From 54 PLF at 34.06 to 54 PLF at 41.58 BC From 4 PLF at 1.67 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.83 BC From 4 PLF at 39.83 to 4 PLF at 41.58 I K13 UNU FKtrAKCU rKUI"I I.0 rIrUILK 11YrUl ILUAU3 OI UI,PI11I13 IV IN 3A 3UDMII ICU DI IMU33 1.1rK. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.. 120 MPH WIND, 12.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6 a 5X6 a T 2-1-9 i 2.5X4 = 5X8= 3X4= 3X8 (E3) III 5X4=. 0 19-5-8 ) 1-9 0 16-2-15 7-4-2 16-2-15 19-7-0 1 20-3-0 39-10-0 Over 3 Supports R=814 U=386 W=7" R=2059 U=275 W=4" R=941 U=393 W=7" 0-9-9 1 9-4-0 8-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:l FL 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO THESE (UNCTIONS. UNLESS OTHERWISE 7NOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY ISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED OY THE AMER ICAN fORE57 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR S TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. SINSTITUTEy: !,• F No.42704 5 SQL STATE OF Q J3. ••.• V O R,O f`' ssroNa T C TC- BC B C T 0 T L L D L DL L L L D-. 2 0.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 7 4 8 8 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-9153 DATE pPERFORMING12 / 1 8 / 0 2 DRW SLTUSR352 02352219 S L T - E N G W M R S E O N 62463 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE. OF AUTHORIZATION #9216 COMPONENTFORANY ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CTION 2. D e c 18 - SPACING S E E ABOVE J R E F 1 R Y 0 3 5 2_ Z 0 4 LLLIJ3 - K.LU) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W5 2x4 SP #2: Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.638' A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. T 2-1-9 i Ini3 uwu rnrrNnru rMum uumruItM IITruI LL1181-13 a UlrItll,3 IUw3) 3UDVII I Itu DI IRU03 I-1—. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 12.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5H6 2 X 4 III 5X6m 2. 5X4 = 5X8= 2. 5X4 = 3X8 (E3) III 5X4= 111-9-01 1 i 9 0 19-5-8 1 16-2-15 _1_ 7-4-2 16-2-15 f 19-7-0 T 20-3-0 39-10-0 Over 3 Supports R=762 U=384 W=7" R=1577 U=281 W=4" R=812 U=391 W=7" 0-9-9 1 9-4-0 8-0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 a QTY:5 FL 1 - - R - Scale=.1875" Ft. WARNING`' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING. AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI$DN, NI SJ719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F R ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION FUB LISHE 0 BY THE AM ER ICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ,TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER,'y., DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M R IFI C j •._/ y1f0 lr•C N0. 42704 1 7[ j STATE OF R OP'f V M T C T C BC B C T 0 T L L D. L DL L L L D . 20. 0 7. 0 1D. D 0. 0 37. 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 7 4 8 9 S MYTH LUMBER CO. ROOF TRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407. 299.1 522 Fax: 4.299. 1 2 53 PROFESSIONAL ENGINEERING DATE p 12 / 1 8 / 0 2 DRW SLTUSR352 02352220 S L T - E N G / W M R S E Q N 6 2 4-5 7 D U R F A C . 1.25 FROM M ' SPACING 24.b JREF 1RY0352_Z04 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. D e c 18 rJ - LLC135 - K11) IHIb UWG PREPARED FROM COMPUIER 1NPU1 LOAUS & UhMENS10NS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 :T2,.T4 2x4,SP #1 Dense: 120 MP.H WIND, 14.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. Lt Slider 2x4 SP 3: BLOCK LENGTH = 1.637' Rt Slider 2x4 SP 3: BLOCK LENGTH = 1.637' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 T 5X6= 5X6= 5X4 (E3) = 5X6= 5X6= 5X6= 5X4 (E3) _ 3X8 (E3) III 3X8 (E3) III 190 19-0 I 16-2-15 I 7-4-2 I 16-2-15 I 39-10-0 Over 2 Supports R=1575 U=494 W=7" R=1575 U=494 W=7" 0-9-9 1 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE fila OTY:12 FL - 1 - - R - Scale=.1875" Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE [ M /Q T C L L 20.0 P S F R E F R 3 5 2-- 6 7 4 9 0 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI- 53719), FOR SAFETY PRACTICES PRIOR TO .•'•••••" PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED I F I C•• SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fGV 1 T 1 D L 7. 0 P S F DATE 1 2/ 1 8/ 0 2 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ND.427O4 BC DL 10.0 PSF DRW SLTUSR352 02352221 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING, HANDLING, SH IPFING, INSTALLING AHD APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT' APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN " vs STATE OF !• BC LL 0.0 PSF SLT-ENG /WMR 407-299-I 522 CONNECTORSAT ] AREON PMADEUBLI S OFHE 20GAT ASTMMA653A GR40R GAL V. STEEL. PAPEE SCEPT ASSOCIATION) ASNO TE O. TA F FL ALPINE NN ECTORS TO S' Pff / FAxi407-2999153 A•.,<OR10,.• TOT.LD. 37.0 PSF SEON - 62400 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _`_ `•..,,,... PROFESSIONAL ENGINEERING RESPING ONSIBIDRAWINGS LITY S0LELYTFORSTHEEAL7RUSSICOMPONEITDESDRAWINGSIGNTESSHONNCEFTATHESUIiABILITYCEOFOANDUSENALIOFETHIS S NA1. D U R . F A C . 1 . 2 5 FROM M CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C 1 8 ANSIJTPI 1-1995 SECTION z. SPACING 24.0" JREF - 1RY0352 Z04 Z22135 - R12) imi uwu rMLrmm Cu rMvrl burwuI LM iiwuI LUFU3 61 u11-1Ln31U113) 3UDI.111I rU of IRUJd rirn, TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3 Rt Slider 2x4 SP #3 BLOCK LENGTH = 2.093' BLOCK LENGTH = 2.093' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 T 120 MPH WIND, 13.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 2X4111 5X6= 5X4 (E3) = 5X6= 5X8= 5X6= 5X4 (E3) im 3X8 (E3) III 1-9-0 3X8 (E3) III 1-9 1 1_ 14-2-15 _I_ 11-4-2 _1_ 14-2-15 _1 39-10-0 Over 2 Support R=1575 U=497 W=7" R=1575 U=497 W=7" 0-9-9 1 9 ,4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND M R T C L L 20 0 P S F R E F R 3 5 2-- 6 7 4 9 1ING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ORAC 'A7y_ INSTTUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO 'a IFI '••`•.- PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y ;( % T C D L 7. 0 P S F DATE 12118102 S MYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 17 ; (/ 0 ROOF TRUSS DIVISION ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t27 F ND•, 4'2]4 ' BC DL 10. 0 PSF DRW SLTUSR352 02352222 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. TH[5 DESIGN CONFORMS NI7H APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN QSTA E OF t BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE y :• FAX: 407.299- 91 53 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (/ O R10 s,•'V T 0 T . L D . 37 . 0 P S F S E 0 N - 92814 EACH FACE OF . TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '••.,...... PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Srow Al D U R F A C . 1 .2 5 FROM M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS (' CERTIFICATE OF AUTHORRA- nCN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER De c 18 ANSI/TPI 1- 1995 SECTION 2. SPACING 24.0" 'JREF - 1RY0352_ZO4 LLC135 - K13J InIJ Uwv VKtrAKtu rKUrI 1.VYIVUILM IPIrV1 Lw Av' a vnri uv Tvn.,y _u orui TOP CHORD 2x4 SP 2 •. 120 MPH WIND, 13.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. Lt Slider 2x4 SP 3: BLOCK LENGTH = 1.803' Rt Slider 2x4 SP 3: BLOCK LENGTH = 1.803' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 I T 5X6= 2X4III 1 5X6! 5X6, 5 X 6 7 r 7 3 X 4 1- 3X4 0-9-9 1 9-4-0 5X4 (E3) 5X6= 5X8= 5X6= 5X4 (E3) _ 3X8 (E3) III 3X8 (E3) III 19-0 190 12-2-15 _1_ 15-4-2 _1_ 12-2-15 _I 39-10-0 Over 2 Supports R=1575 U=500 W=7" R=1575 U=500 W=7" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R T C L L 20.0 P S F R E F R 3 5 2-- 6 7 4 9 2 INSTITUTE 507 O'ONOFR IO DR.. SUITE 200, HAD SO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO•"'"'• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED nN : 4Z FIC T C- D L 7. 0 PSF . DATE- 1 2 / 1 8 / 0 2 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSSDIYISION '• IMPORTANT`^ FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 : BC DL 10.0 PSF DRW SLTUSR352 02352223 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ,y 2722 SOLITN APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING. HANDLING. SH [PPING, INSTALLING AND 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGNS STATE OF : B C L L 0. 0 P S F S L T - E N G / WM R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 P0.PER ASSOCIATION) AND TPI. ALPINE A FAX: 407-299-97 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO s 0 R,O s,. T 0 T . L D . 37.0 P S F S E O N - 92819 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS )ESIGN, POSITION CONNECTORS PER •••''•,...•.• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING oryALEt` D U R F A C . 1 .2 5 FROM M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUi TABILI TY AND USE OF THIS CERTIFICATE OF AUT 0FU7ATION #9218 ANSIONENT1FOR ANYSECTIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c 18 SPACING 2 4. 0" ) R E F - 1 R Y 0 3 5 2_Z 0 4 Z22135 R14) _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3 Rt Slider 2x4 SP #3 T2, T3 2x4 SP #1 Dense: BLOCK LENGTH = 1.598' BLOCK LENGTH = 1.598' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 f T 120 MPH WIND, 12.61 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X8= 5X6= T2 7 T3 2X4 2X40 7 r (A) (A) 7 3X4 - 3X4 0-9-9 9-4-0 5X4(E3) = 5X10= 5X6= 5X10= 5X4 E3 e 3X8 (E3) III 3X8 (E3) III 1 9 0 ci 1_ 10-2-15 _I_ 19-4-2 —L 10-2-15 I 39-10-0 Over 2 Supports R=1575 U=503 W=7" R=1575 U-503 W=7" PLI IYP. Wave TPI 95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 - R - Scale WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7P1 (TRUSS PLATE INSTITUTE, 583 D'ONOf RIO OR., SUITE 200, MAOISO N, NI 53719). FOR SAFETY FR ACTICES PRIOR70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RA/-/ TIFIC •`•. V/( yV T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 6 7 4 9 3 DATE p121 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a/ p7 4 ;"' U / DRW SLTUSR352 02352224ROOFTRUSSDIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 222 i N0. 42704 : BC DL - 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING; SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ti S t STATE OF 6Q pBC LL 0.0 PSF SLT-ENG WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMEN ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6IC GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S• P,j / y R,D,.•' TOT L D 37.0 P S F S E Q N 9 2 8 3 3 FAX: 407-299-9153 . EACH FACE OF .JRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s'•-NA1.E' D U R F A C . 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF OFENGINEERING CERTIFICATE OF AUTHORIZATION #9219 R ESPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT BESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A./ TPI 1-1995 SECTION 2. Dec 18 '02 SPACING 24A JREF 1RY0352_ZO4 LCL135 - KID) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3 Rt Slider 2x4 SP #3 BLOCK LENGTH = 1.500' BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 y T In13 UWU VNLVAKLU I-MV11 LvnrUILK inrui LwMv3 0, vNr2R31UP131. 3UDFUIICU Di Inv33 nrn. 120 MPH WIND, 12.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X6= 5X6= 5X6= 2X4 1k 2X40 7 A) A) A> 7 3X4 3X4 5X4(E3) 2.5X4 = 5X8= 5X8= 2 .5X4 = 5X4 (E3) 3X8 (E3) III 3X8 (E3) III It9-0'1E 21-7-0 I_ 8-2-15 _1_ 23-4-2 ,I_ 8-2-15 _I 39-10-0 Over 3 Supports R=609 U=228 W=7" R=152 PLF U=44 PLF W=12-8-0 R=615 U=243 W=7" 0-9-9 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 la QTY-: FL 1 - R - Scale=.1875" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 -(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE`eps, INSTITUTE. 583 D'ONOF R.10 DR., SUITE 200. MADI SO N, WI 53719), FOR SAFETY FR AC7ICE5 PRIOR TO_,. F ERf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A ATy_ i TG yROOFRf/(E.42704 T C L L D L 20.0 7.0 P PSF S F R E F R 3 5 2-- 6 7 4 9 4 SMYTH LUMBER CO. DATE 12/1UQ2p DRW SLTUSR352 02352225TRUSSDIVISION 2722 SOLI-H APOPKA BLvD. APOPKA, FL 32703 407.2991522 FAx: 407-299-91 53 P`I ODURTAN7NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS, INC.SHALLNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO1BUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIG CONFORMS WITH AFFLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S FEC IFIC AT ON SHE BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARf MADE OF 2OGA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NDiED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S6S 7L j L STATE OF PrRIC•••• BC BC TOT.LD. DL L L 10.0 0.0 37.0 PSF P PSF S F S L T - E N G / W M R SEQN - 92850 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs/If RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI'TFI 1-1995 SECTION 2. D e C 1 8 SPACING 24.0" JREF 1RY0352_Z04 L L[J.3J - Kit) iniz unu rKLrAmLu rMum i.urirulrrc inrui XL,vNU3 a U1rILI\JIV-1 a Uru 1ILU UT 1n 0 111 I.. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3 Rt Slider 2x4 SP #3 12, T3 2x4 SP SS Dense: BLOCK LENGTH = 1.893' BLOCK LENGTH = 1.893' 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-9-9 I T 5X6= 5X4= 5X6 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.67 to 54 PLF at 41.58 BC From 4 PLF at -1.58 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.83 BC From 4 PLF at 39.83 to 4 PLF at 41.58 TC 309 LB Conc. Load at 6.33, 33.50 TC 166 LB Conc. Load at 8.33, 10.33, 12.33, 14.33, 16.33 18.33, 19.92, 21.50, 23.50, 25.50, 27.50, 29.50, 31.50 BC - 491 LB Conc. Load at 6.25, 33.59 BC - 75 LB Conc. Load at 8.33, 10.33, 12.33, 14.33, 16.33 18.33, 19.92, 21.50, 23.50, 25.50, 27.50, 29.50, 31.50 5X4= 5X6= 3X4 % X T3 3X4 7 r— (A) (A) —i 7 0-9-9 9-4-0 5X4 (E3) = 2X4 III 5X6= 6X6a 6X6!m 5X6= 2 X 4 III 5X4 (E3) 3X8 (E3) III 3X8 (E3) III I1 9 olE 15-7-0 i 9 0 12-0-0 , 1 I_ 6-2-15 I , 27-4-2 _1_ 6-2-15 _I IE 39-10-0 Over 4 Supports ' I R=1208 U=613 W=7" R=3302 U=1854 W=8" R=2501 U=1422 W=8" R=872 U=417 W=7" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL - 1 - R - Scale=.1875" Ft. WARNING"" TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REF ERTO H1891 (H ANOLIN6 INSTALLING AND BRACING). PUBLISHED BY TPI (TR US S. PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N. N[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. $HIPPING , INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN M e 1FIC' w• J V 4,•.•c' 110 ( n ; f ND.42704 S t STATE OF ; Q T C T C BC B C L L D L DL L L 20. 0 7. 0 10. 0 O, O P S F P S F PSF P S F R E F R 3 5 2 S MYTH LUMBER CO. F200FTRUSSDIVISION 2722 SOLlFH APOPKA BLVD. APOPKA. FL 32703 DATE q p 12/ 1 8/ O 2 DRW SLTUSR352 02352226 S L T- E N G / W M R 407- 299-1 522 FAX: 407-299.91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ,TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S W( P:• L I 0RAID.• T 0 T L D . 37. 0 P S F S E 0 N 92803 D U R F A C . 1 . 2 5 FROM M ' PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s NUt SPACING ACING2 4 0 J R E F 1 R Y 0 3 5 2_Z 0 4 CERTIFICATEOFAUTHOACEATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS17TP1 1-1995 SECTION 2. D e c 18 'u LLL1S5 - F'1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 5X4= 7 F- ei ' 0-9-12 0-9-12 1_ 2-10-5 _1_ 2-10-5 _1 i7-4-2 Over 2 Supports> R=272 U=180 W=4" R=272 U=180 W=4" I MIJ UWU I'KLFAKLU FKUM LUMFUILK INFLII (,WAUJ 6. U:.MtIVJ1UN,# JUtlMI IItU tlT IKUJJ MI-K. 120 MPH WIND, 20.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:16 FL 1 - R - Scale =.375" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I MSTITUTE. 583 D'ONDFRIO OR.. SUITE 200. MAD ISO N. NI 53719I. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALLHAVE PROPERLY'AiTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIONALLAiIONCO CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A y`' w:(•}nt F Ciq '- ll(Ar ., rp•A i ND. 42704 1: :1 1C 7C T C T C BC L L D L DL 2 D. 7.0 10.0 0 P PSF PSF S F R E F R 3 5 2-- 6 7 4 9 6 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE l 2 / 1 8 / 0 2 DRW SLTUSR352 02352227 2722 SOUTH APOPKA 6L.VE7. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF = S A L{VOR,O {..f v VS BC T 0 T LL L D . 0.0 3 7.0 PSF PSF SLT-ENG WMR S E Q N 92925 D U R F A C . 1 .2 5 FROM MPROFESSIONAL. ENGINEERING CERTIFICATE OF ALITIHORRATION #9218 DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY -SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERTF1995SECTIOANSI1COMPONENTN De C 1 8 '0 2 S P A C I N G 2 4. D" J R E F 1 R Y 0 3 5 2_ Z 0 4 0 4LZ135 - NZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 7'F— 5X4= 5X4= 7 2 X 4 (A1) = 2X4 III 2X4(Al) 2X4 III 0-9-12 0-9-12 r-7 1-2-4 1-2-4 I_ 3-4 2 _I 19-7-6 7-4-2 Over 2 Supports R=272 U=180 W=4" R=272 U=180 W=4" 1n1 U.0 rncrrnw rnun inru, k-- . '' 120 MPH WIND, 20.20 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7Pl (]RUBS PLATE INS7I 7UTUT 583 TO R. SUITE 200, MADISO N, RI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO RAT/f-/ F I•,'`• V 3. :E` t! G i N0.42704 I I._ T C TC BC L L DL DL 20.0 7.0 10.0 P S F PSF PSF REF R 3 5 2-- 6 7 4 9 7 DATE 12/18/02 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02352228 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL.DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOC EAT ION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A(53GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 0THERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF ; - O RIC,.•• BC T 0 T LL L D . 0.0 37.0 PSF P S F S E O N 92927 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING CERTIFICATE OF AUTHOR17ATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ANSI/TPI 1-1995 SECTION 2. PER s OrypL Dec 18 '02 SPACING 24.0" REF 1RY0352_Z04 i L- LCL135 - ni) - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK. LENGTH = 2.475' 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i 0-9-9 5X4 (E3) 3X8 (E3) III IIYI3 UNb YKtVAKLU PMUI-I IVPII'UICM llVrui LwnU3 N 1-11"1-ICN31UIV3) 3UDI-11I ICU DI IRU33 I-Ir M. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.29 to 54 PLF at 8.89 BC From 4 PLF at -2.29 to 4 PLF at 0.11 BC From 0 PLF at -0.11 to 0 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.89 TC 3 LB Conc. Load at 0.41 TC 79 LB Conc. Load at 3.24 TC 205 LB Conc. Load at 6.07 BC 1 LB Conc. Load at 0.41 BC 47 LB Conc. Load at 3.24 BC 95 LB Conc. Load at 6.07 L'E-2-4-5 8-11-6 _ I 8-10-10 Over 3 Supports R=662 U=505 W=11.314" 1 5 12 R=143 U=180 4-5-9 0 R=417 U=230 PLT TYP. hlawe TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:2 FL 1 - - R - Scale =.375" Ft: WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Uq lG X27 f N0. 42704 1i# 771C7[ T C TC BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 6 7 4 9 8 S MYTH LUM:HER CO. ROOF TRUSS ]IVISION DATE 12118102 DRW SLTUSR352 02352229 S L T - E N G / W M R 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-11 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN - SPECIFICATION PUBLISHED BYI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF : A A• W . OF,ID BC T 0 T L L L D . 0.0 37.0 P S F P S F S E O N 62436 D U R F A C . 1.25 FROM M PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHCX Rf7ATI0N S9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT -FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2 A Dec 18 ' 0 2 SPACINGANSI/TPI 24. 0" J R E F 1 R Y 0 3 5 2 Z 0 4 c « 135 - El) IHIJ DWG PREPARtU FRUM CUMPUIER INPUI (LUAUS & UIMLNJIUNb) JUBMIIILU BY IM)J) MPH. TOP C IAORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 11.44 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 5 4 R=166 U=180 4-5-5 R=705 U=180 2X4 (Al) 1 1-0-0 ICE 7-0-1 L7-0-0 Over 3 Supports R=335 U=180 W=8" PLT T YP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:15 FL - 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200. MA SO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELS. BOTTOMSCHORDESHALLLHHAVESA PROPERLYDATTACHEDORDIGIDACEILING, LL HAVE PROPERLY ATTACHED IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 M R p't IF(C'f 1fGS T i1 i i1 D.42704 - T C T 1 BC L L D L DL 20 7. 10.0 Q Q P S F P S F PSF R E F R 3 5 2-- 6 7 4 9 9 S MY4'H LUMBER CO. RooFTRUSSDMSION DATE p12/ 1 U/ Q 2 DRW SLTUSR352 02352230 272Z SOUTH APOPKA BLVD. AFIOPKA, FL 32703 407-299-1 522 FA X: 407-299 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAT[ON PUBLISHEO BY THE AMERIC0.N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EA C H FACE OF ,TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j STATE OF L 1 IC 0 R10 ,. ti ~ BC TOT LL L D . 0.0 3 7.0 PSF P S F SLT-ENG WMR S E Q N 62402 D U R F A C . 1 .2 5 FROM MPROFESSIONAL. ENGINEERING CERTIFICATE OFAUTHORFZA71ON #92 18 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY SEPARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NN Dec 18 '02 SPACING 24 JREF 1RY0352_Z04 LCC1.S5 - 1.1J - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTLON MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3 0-4-1 3X4% 1 3 4 R=92 U=180 7I— X8 (**) III 3-3-5 1-- 0 R=44 U=180 5X4 (**) L--1-9-0 1 4-3-11 4-2-15 Over 3 Supports R=280 U=180 W=7" 11113 uwu YMCYHMCu rmvim wnrUICR 1PIruj LI.vHU3 a UIWICI131 U113P 3U13191I ICu DI IMV33 PlrM 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 120 MPH WIND, 10.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ti PLT TlfP- heave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:2 FL - 1 - - R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE Z00, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED e IFI(`'w w T.'C` T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 6 7 5 0 0 DATE - 1 2 1 1 8 1 0 2SMY4HLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OPERLV ATTACHED RIGID CEILING.'-- DRW SLTUSR352 02352231ROOFTRUSSDIYISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1IO.iZ704 BC DL 10.0 PSF PRODUCTS. INC: SHALL NOT BE RESPONSIBLEISLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE 70 f 71f ; S L T- E N G W M R 272Z SOUTH APOPKA BLVD. BUILD THETRUSSESIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING, TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN STATE OF p BC L L 0. 0 PSF FAPOPKA, FL 32703 407- 299-7522 OF ( NATIONAL SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA tAl A653 GR40 GALV, STEEL, EXCEPT AS NOTED. 0.PPlY CONNECTORS TO I VVVI, O TT.- 'v T 0 T D 37.0 P S F S E O N 62412 FAX: 4.07-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R% L . DUR FAC. 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r/ DNAI.E' CERTTFICATEOF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILDING DESIGNER, PER ANSI TPI 11995 SECTION z. Dec 18 'u SPACING 24.0" JREF 1RY0352_Z04 Z22135 - C2) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 Lt Slider 2x4 SP #3 i 0-9-9 BLOCK LENGTH = 1.500' 3X40 +11-1-4 7 IR-23 U=180 2- 1-0 1-5 R=21 U=180 5X4 (E3) 3X8 (E3) III L<-1-9-0---L<--2-3-11-->j 2-2-15 Over 3 Su orts R=224 U=180 W=7" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 10.28 FT ,MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 9 N S T I TU T E, RE 583 DFEROONOFRiODRHANSUITE NG 200TAMADISO NNDNBR AC 53719), PUFORS SAFEST Y PRACTICESYTPIPRIORSSA70TE PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AHY FAILURE i0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF ,TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R letV '(' TIFIC'• /( yP f- 4r''L` x G ; 2 No. 42704 i i STATE OF L: Q/` R O,•• Qrs """'. T C T C BC BL. T 0 T. L L D L DL LL L D. 20.0 7. 10.0 0.0 37.0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 6 7 5 0 1 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA SLVO. APOPKA, FL 32703 407-299.1 522 FAX: 407.299-9 153 DATE O121U O 2 DRW SLTUSR352 02352236 SLT-ENG WMR S E O N 62418 D U R F A C 1.25 FROM MPROFESSIONALENGINEERING GERTIFIGATE OF AUTHORIZATION #9218 DIlANING$ 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING. IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NAIL Dec 18 '02 SPACING 24."0" JREF 1RY0352_ZO4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1TR2 4114 U=180 3-3-5 0 R=50 U=180 2X4(A1) 1.1-0-0y1-E 5-0-12Mll 5- 0-0 Over 3 Supports R= 264 U=180 W=8" I MIJ UWU NKtPAKtU VKUM UJMPUILK 1NVUI (LVAUJ & UIMLNZ, I UN3) bUbMIIItU 8T IKUJJ MtK. 120 MPH WIND, 10.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. rLI IIr. wdVe Irl -yD K - ueSl Liti ur- ILer-Id: Irl 3IU rL DL WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. Wl 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION - "`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCT S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE FAX. 407 299-9153 CONNEC T ORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING - DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER I. NG R ESPO NS181LI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOIN G DESIGNER, PER ANSI(TPI 1- 1995 SECTION 2. ODE a OTY: 2 FL - 1 - R - Scale =.375" Ft. TC LL `20. 0 PSF REF R352- -67502 3: G 11FIC 4jTC DL 7.0 PSF DATE 12/18/02 N0.42704 :1 BC DL - 10. 0 - PSF DRW SLTUSR352 02352232 3 STATE OF; BC LL 0.0 PSF SLT-ENG /WMR R10.Pr.`v TOT.LD. 37.0 PSF SEON - 62416 DUR.FAC. 1. 25 FROM M Dec 18 SPACING 24.0" JREF 1RY0352 ZO4 CCC130 - U4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 7 2X4 (A1) 1.1-0-0l< 3-0-12 3-0-0 Over 3 Su I- R=198 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE I NSTI7UTE, 583 D'ONOFR IO R. SUITE 200, MAOISO N. NI 53119). FOR SAFETY FR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC HEO RIGID CEILING. IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rryw F Cww 'I/ 7r'( tl V F i No. 42704 ' FL T C T C BC L L D L DL 20. 7. 10.0 0 P 0 P PSF S F S F R E F R 3 5 2-- 6 7 5 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 12118102 DRW SLTUSR352 02352233 S L T - E N G / W M R 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX: 4A7-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #92113 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED -BY THE AMERICAN FOREST AND PAPER ASSOCIATION.) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS53 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF J RUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DdAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j STATE OF Q' I(` p.f t:I0RVO •' NAILL, Dec 18 '02 BC T 0 L L T . L D . 0. 37. 0 P 0 P S F S F S E O N 62420 D U R F A C 1. 2 5 FROM M SPACING. 24:•0" JREF - 1RY0352_Z04 LLL135 - U, ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 F 9-11-4 1 0 1U=180 9- 4-0 R=- U=180 1. 1-0-011-0-12f 1- 0-0 Over 3 Supports R= 17.5 0=180 W=12.002" Ir113 UNU I'MErHMEu rmun uumruirK inrui LLUHu3 a,urm Elvalvix3j ')u Dmi 1IEu of imu33 PIr R. 120 MPH WIND, 9.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 - - R - Scale =.375" Ft. WARNING" TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TOTE, 583 D'O NOFRIO R. SUITE 200. MAO7S0 N, NI 53719), FOR SAFETY PRACTICES PRIOR TO C ERFORMING THESE FUNCi]ONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IC ATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI . ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAL V. STEEL. EXCEPT EPiAS N07ED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1F01995ANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER T/ y A .';: I F Cw JGv i NO.42704 • 1 7CSTATE OF S S O R10Q;r Dec 18 ' 0 2 T C T C BC BC TOT. LD. L L D L DL L L 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F PSF R E F R 3 5 2 - 6 7 5 0 4 S MYTH LUMBER CO. ROOFTRl15SDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299.1522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DATE 12118102 DRW SLTUSR352 02352234 S L T E N G / WM R SEON 62422 D U R FA C . 1.25 FROM M S P A C I N G 2 4. 0" J R E F 1 R Y 035 2_ZdO4 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED,. I = 1.00, EXPOSURE C E" 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE * 2) 2X4 "L" BRACE •• 1) 2X6 1' BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 11 STANDARD 3' 3' 4' 2' 4' 2' S' 6' S' 6" 7' S" 7' S" B' 7" 8' 7" 11' B" 11' 8" I-.- 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14 0" P 2 3' 8" 5' 11.. 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 1 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" C 2 D F L STUD 3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13, 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" e' 9" 11' 11" I I1" 1 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" E_ S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W O 11 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" e' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W QD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 7DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11' 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" r F F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" v U H F STUD 4' 2" 6' 11 6' 11" e' 9" B' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q 1 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6.. 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q S P 2 4' 7" 7' 5" 8' 0" B. 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" B. 9" 9' T. 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14 0 STANDARD 4' 4" 6' 1" 6' 1" B' 0" A. 0"" 10' 6" 10' 9" 12 S" 12 S" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED, CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 14'. j 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END.. SYMM BRACE I # tI* T I 18" L 1 2X4 #2N OR BETTER CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. - - WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.' UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION - ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF FAX: 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. U.. PII FICW No. 42704 STATE OF QF ! A, < O R 1 P' Ci BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD #2 1 STUD 3 STUD1 #3 ISTANDAPIli DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR t SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807 OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0, BUT LESS THAN I1' 6" 2X4 GREATER THAN 11'6" 1 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A1003DE REF ASCE7-98—CAB12030 DATE 09/10/01 DRWG A1203OEC0901 ENG TOT. LD. 60 PSF MAX.. SPACING 24.0" GABLE DETAIL ABOOUU sT FOR LET -IN VERTICALS GABLE VERTICAL LENGTH TYP. RIGID SHEATHING REIN MEGABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 L_ 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETIYEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" lX4 OR 2X3 2X6 GREATER THAN 4' 0", BUT LESS THAN I1' 6" 2X4 2X6 GREATER THAN I1' 6" 2.5X4 2.5X6 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING h1EhiHER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131•' X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0899, A08015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, S07015EN0699 S11030EN0899. 510030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. xIMPORTANT+ x FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPIU BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPICA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA F. r.x: STM A653 GR40 GALv. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ' 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RE. PONSIBILITY SOLELY FOR THE TRUSS Cp14PONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921 O,SUITABILITY AN1 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 " T" REINFORCING MEMBER 2X4 " T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY " T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 " L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" BRAG WIND SPEED AND hIRH EXAMPLE: T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 30 7. 10 7, 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 hfPH 15 FT 2x4 20 7. LO 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 % 10 7. 2x6 30 7. 50 7. 00 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 Z 2x6 20 7. 40 7. 70 hfPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 Z 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. ASCE WIND SPEED = 300 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP j/3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (PROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" 0"" R PLACES DRAWINGS GAB98117 876,719 & HC26294035 IFIC REF LET -IN VERT j rF•' DATE 10/24/01 ' NO. 42%04 DRWG GBLLETIN1001 I ENG DLJ/KAR A'. STATE OF TOT. LD. 60 PSF A •' , / C 1 P;.•' VR. FAG. ANY F •• < OR O' R;' . AX SPACING 24.0" VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2). 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER, AS REQ'D I 1 4-0-0 MAXI 12 12 MAX. W2X4 W2X4 w2X4 f---8-0-0 MAX- 16-0-0 12 12 MAX.F- W1X3 W1X3 W1X3 w5X4/SPL W2X4 W1X3 0-0 SPACING) W2X4rWIX3 TRUSS DETAIL ' UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". ' TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12V'. BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL g I COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) -1 \,1`111;U3IliliNlr / AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.\\.\\\ Q•, q/S/ ''i, THIS DRAWING REPLACES DRarvlNc a105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED. Q / i TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO. DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,z DL 20 15 7 PSF DATE TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL-` SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 C 06/25/99 IMPORTANTRx FURNISH A COPY OF THIS DESIGN TO THE, INSTALLATION CONTRACTOR. ALPIe 9C DL 10 10 10 PSF DRWG VALTRUSS0699 ROOF TRUSS DIVISION ENGNEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = ENG MLH/KARI2722SOUTHAPOPKABLVO, DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, G LL O O 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA5 STATE OF 1 •. .•L OT. LD. 60 57PSF55 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER THIS DRAWING INDICATES O O ODRAWINGS160A-Z. THE .SEAL ON ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING- ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THEANDTYCULAR R 7j U/O •'••••• DUR.FAC.1.25/1.33 1.151.15 SPACING - 24" CERTIFICATE OFAUTHORILATION M9216 RESPONSIIBILITY OFS THEE BUILDINGTHISOMNENTDEOSIGNER,OPERNANSI/TPII 1 1995UILDINGSECTIONIQTHE llliltll111111\ CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP 2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF 3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP 2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE ,SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS C) ( B) 4'0" TYP. ( B) . 3) 16d BOX NAILS, TOE —NAILED RATED SHEATHING PARTIAL FRAMING PLAN UU 1Vi Nl UIN 1RUJJE,J T11 G`t UU 2) 16d BOX NAILS, \ TOE —NAILED D) ( A) C) 3) 16d BOX NAILS, TOE —NAILED 3) 16d BOX NAILS. TOE —NAILED GIRDER L (2) 16d BOX NAILS, TOE —NAILED (TYPICAL) SUPPORTING TRUSSESLRATEDSHEATHINGCONNECTEDTOAT24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONSZ(3) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV i WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ' /I/ wo C ].,I ',jQ 30 40 PSF REF CONV. VALLEYINSTALLINGANDBRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \ • ••,•. / 0 BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR \ / -- SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,'IFIC•,q • - DL 20 15 7 PSF DATE 06/25/99 TO CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL _l iSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. _ 'GIMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ••' BC L 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION ENGINEERED PRO UCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .y. 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ? nJo, 42704 •:BC IL 0 0 0PSF -ENG MLH/KAR I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH III APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ TOT.=LD. 60 - 55 57 PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ` ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF - STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER. z DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL /O•••1C. L25/1.33 1.15 1.15PROFESSIONALENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE '.•• D. CERTIFICATEOFAUTHORRATIOH#921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE o ` ••'• LING SEE ABOVERESPQNSIBILITYQFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ r-__'•,.4 n..P Vo • ,.\ - 1/6NA TOP CHORD 2X4 #2 OR BETTER ., BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG. 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 E E E E 11 B EITHER PLATE OPTIONAL B /d CLOCATIONISSPLICEB1/'x\i ACCEPTABLE D C B D-SPLICE H C 2' C TYP. gvia ZZ C B C 8 C B C-TYP. C 12 * C12 MAX j 'ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNING'-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. K IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 111 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, -INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS j - DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. PIC2722SOUTHAPOA 13LVO. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE. . AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 407.299-1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX:'407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERIIDRAWINGS160A-Z. THE SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSIONAL PROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION N9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT SPANS UP TO TYPE 30, 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3, 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE -CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS WE 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 0 0 0 0 0 0 0 2" 00 o 0 0 0 0 0 0 0 0 0 r 8 1/4" ^ l Ilk /SVI AWING REPLACES DRAWINGS 634,016 634,017 & 847,045 MAX LOADING REF PIGGYBACK Cj 55 PSFATDATE 06/25/99 F'• 1.33 DUR. FAC. DRWG PIGBACKBO699 NO. 42704 50 PSF AT ENG DLJ/KAR 9. 25 DUR. FAC. a'•, STATE OF 47 1. 15 PSF AT DUR. FAC. Q R IP' ACING 24.0" BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA RE UIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE. 2520# 1343 1.5 X 3.5" 9 8 7 7 6 4 ++ MAX+ 3X8 3XI TRULOXMAXLOX4 ** 2X8 WEDGE 2) 8D NAILS CUT TO FIT E xx W'ARNINGA* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'«- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA IIII X: 407 J11522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F 153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERFAX: 07-299-9 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE I CERTIFICATE OF AUTHORIlA7TON 11921E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 1 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAIYINGS A115 A115/R & 884.132 TC LL — PSF REF BC FILLERN/ C FIC1 J.F DL — PSF DATE 06/25/99 B DL 10.0 PSF DRWG BCFILLER0699 No. 42704 *C=LL — PSF -ENG DLJ/KAR TO'= LD. — PSF ' STATE OF FAC. 1.0/1.15/1.25/1.33 ow !c'l n o i n r •AACING 24.0" SON AL STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE I BOT CHORD 2X4 SO. PINE .#2 N i WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 # 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 #1 2 DENSE 2' TYF 7' 5' CORNER SET SETBACK 3 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS. 1 HIP TRUSS J5 J311 Jl J Jl J3 J5 J7 J7 J7 J 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS350# *** 1 3 5 77 2' TYP. UPLIFT IS 200# OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3. TO 12 * 2.1 12 W2X4 TO 6.00 4.24 ALTERNATE LOADING wzx4 wzxs i w3x4 TCLL 20 PSF OR PSFON 3/4" *TH A266 BCDL 10 MAX PSF TOT.LD. 50 MAX PSF 1' 3' 5' 7' *** 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#, W=3.50" R=652#, 1v=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, / INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N/ TC LL 30 MAX PSF REF 7' STBK CS BY ?PI (TRUSS PLATE INSTITUTE, 583 TONOFRI DR., SUITE 200. MADISON, WI. 53719) FOR ` SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, v a'F'C •• DL 15 MAX PSF DATE 06TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` ••` - '. 25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. r•IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •• •• BC%DL 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, _ [ No. 42704 Ik IL 0 PSF -ENG SJP/KARHANDLING, SHIPPING, TO AND BRACING OF TRUSSES, DESIGN CONFORMS WITH _ _ - APOP1u, FL 32703 APPLCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 1 407-299-1522 AMER,ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GA R OT= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFA%: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL i A "• FAC. 1.33 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE •• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i CERTIFICATE OF AUTHORIZATION 119218 RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O••.• _ _ Q '. •' ACING SEE ABOVE I CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE Up THIS DRAWING REPLACES DRAWING 579,640 k WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.- REFER TO HIB-9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL l` W .•]"`IFf(•'•. i (`` Cq j.•, D[, PSF S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. G ••. i B(t DL PSFx.IMPDRTANT• R- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE DRWG BPCLBSUB0699 ROOF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE V[TH TPIi OR FABRICATING, TNo. 4L704 •.0 LL PSF ENG MLH/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST PAPER TOE, PSF407-299.1522 AMERICAN AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OFiFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sSTATE 0 FQ ', A C• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENTDESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AUTHORIZATION $921B.RESPONSIBILITY pIO.•N CERTIFICATEOFOfTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i Il `_ OACING PLVUK- liFl l3LtJ TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. W2.5X4 = 1-0-8 JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES 1HIb UWU FKtFAKLU VKUPT LVMFUItK 1HrUI (LUAUS a U 111C.1131UI13) 3U01-I1I ICU 01 IRUO3 I -I f-fn. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO. BE DESIGNED BY OTHERS. W=W2.5X4 W=W'2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. Continuous Support T 1-0-8 1-4-0 Note: All Plates Are W2X4 Except As .Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1: TFIIfSS 71J ii,,, FL 1 R Scale 375" Ft. WARN ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDLING. SHIPPING. INSTALLING AND BRACING, REFER TO HIB•91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NS T-I TU TE. 583 D'ONOFRIO DR., SUITE Z00, MAOISON, WI 53111). FOR SAFETY PRACTICE5 PRIOR 7O P ERFORMIN6 THESE FUNCTIONS. UNLESS OiH ERWISE IND ICAiEO, TOP CH ORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ir - q TF.• 7f N o 4 2 7 0 4 f. L L T C_D L 40.0 10.0 P S F P S F R E F R 3 5 2 - - 1 5 3 7 2 S MYTH LUMBER CO. DATE 0 7 / 1 5 / D 2 DRW SLTUSR3S2 02196003ROOFTRUSSDIVISION 2722 SOUTH APOPKA EILVD. APOPKA. FL 32703 dO7.299.1 522 -. FAX: 407-299tJ 1 53 CERTIKFIOGATE OIFF AUTHORONAL GL4TION lil9219 IMPORTANT^* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING• HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICA8LE PROYISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 7NC AMER[CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY 10NNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OF THIS COMPONENT AN51JiP IRESPONSIB IFORI995I SECiIONC L AR ILITY SOLELY FOR EBUILDINGUSS OISOtHETRESFOxSI81DESIGNl ITV OF THE BUILDWD. THESNGIOESIGNERTY AND DESIGNER. PER 1 TCO ••. STATE 0 F p •.• _: P.•• OR1V• i,,''',/Fn%O••••. ` C.\ Ci NV. C L B C L L D . 5 0. 0 5 5 O 0 PSF P S F P S F S L T - E N G / W M R - S E O N 11184 R . F A C . 1.00 FROM lwuuu, t111 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2: CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2' 6" MAX -- TYPICAL SPACING 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1 522 FAX: 407.299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #921 SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL, REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN, NAILS MAY BE USED IN PLACE OF IOd COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. CROSS SECTION DETAIL C 1.5"E....11LLLLC FIGURE 5: SINGLE SHEAR .BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON C(0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0. 148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL j P 3 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375 NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION AT TO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION 9. 0. CONCENTRATED LOAD MUST BE APPLIED FOR DOUBLE STACKED CHORDS TO THIS FACE. USE ( 2) 3X10 TRULOX PLATES. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFET Y PRAC TICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG DESGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPli OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM,A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE. TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS, 5"SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE] 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I MDR PLACES DRAWINGS 1,070.978 798517 T620,124 & T615,489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 ; No. 42704 B jpL PSF DRWG CNSY42PLO699 1 BC F= L PSF ENG MLH/KAR 1 oTr LD. PSF STATE OFc' ; ORID FAC. 1. 00 y ACING A v FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ALEXAN wj Builder. MORRISON HOMES_ Address: 2.zz vC rPermitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central (p'?/S 0o I. New construction or existing New 2. Singlefamilvormulti- family Single family _ 3. Number of units. if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst MSC Yes 6. Conditioned floor cures (ft2) 1 815 ft' 7. Glass area & n pe Single Pane Double Pane a Clear glass, default U-factor 379.0 ft2 0.0 ft' _ b. Default tint 0.0 ft2 0 0 ft2 c. Labeled U or SHGC 0.0 ft2 QO ft' 8 Floor types a Slab - On -Grade Edge Insulation R3.0,206.0(p)ft _ b. N/ A c. N/ A 9. Wall types a Concrete. Int Insul. Exterior b. Frame_ Wood_ Exterior c. Frame, Wood. Adjacent d. N/ A e. N/ A 10. Ceiling types a Under Attic b. N/ A c. N/ A 11. Ducts a Sup: Unc Ret Con H(Sealed):Garage b. N/ A R=4. 1, 1090.0 ft2 _ R=11. 0, 99.0 ft? _ R=11. 0, 311.0 ft2 R 30. 0, I900.0 ft2 Sup. R= 6.0, 1.0 ft 12. Cooling systems a Central Unit b. N/ A c. N/ A 13. Heating systems a Electric Heat Pump b. N/ A c. N/ A 14. Hot water systems a Electric Resistance b. N/ A c. Conservation credits FIR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation; HF-Whole house fan, Pr -Programmable Thermostat, MZ-C- Multizone cooling, MZ-H- Multiaone heating) Glass/Floor Area: 0.21 Total as -built points: 25736 PASS Total basepoints: 25864 I hereby certify that the plans and specifications covered by this calculation are in compli with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that tAbuildidesigned, is in compliance with the Code. OWNER/AGENT DATE: n: FLRCSB v3.30) Cap: 41. 0 kBtu/hr SEER: 12. 00 Cap: 41. 0 kBtu/hr _ HSPF: 8. 50 Cap:50. 0 gallons EF: 0. 86 PT, r RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR H EATIN G,AIR C ON D ITION IN G,R Job: ALEXAN 10-19-02 109COMMERCE STREET, LAKE MARY, FL 32746-6206. Phone(407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. VUrta- rRrIm &F 0.80 ach x 17945 ft3 x 0.01(57 = 239 cfm 2 Wrte- iitd m lard 1.1 x 239 cfm x 32 T V1kte- TD = 8422 Bhh 3 VUrta iii zbw HTM 8422 Bh h / 437 ft2 Tcd vxrbN = 19.3 Blt t>'ft2 and dax arm Procedure B - Summer Infiltration HTM Calculation 1. Sumer ht-ebw A/F 0.40 ach x 17945 ft3 x MEW = 12D cfm 2 ar"Tu iii Am lard 1.1 x 120 cfm x 18 T armies TD = 2389 BtLh 3 btrrma iii zbm HTM 2369 BtLh / 437 ft2 Total vAnzbN = 5.4 BhW a-d dxr am Procedure C - Latent Infiltration Gain 0.68 x43 g1b moist.diff. x 120 cfm = 3528 Bhh vroceaure u - tqurpment Sizing Loads 1. Serik sizM doal SeBkie vetbban bad 1.1 x 50 cfm vet x 18 T anTwTD = 990 Eth Sadie lard fcr stn.ch re (die 19) + 29158 Bhh Sum cf vellA m a- d str bat = 30148 BtLh Re&g axl twpeAm xsemtaka 0.98 a gnat s¢ng lard - = 29545 Bhh 2 LAet sag bed LAet vetil2bm bed 0.68 x 50 cfm vet x 43 gib moist.diff. = 1474 BtLh Irterd WJ3 = 230 BtLh x 5 pegJe + 1150 RLh Irfl6ehm bad fran Procedue C + 3528 BtLh Egxnat sb-g bxd - Itet = 6152 Bhh Carsh dim QLdty is: a No cf Fib is: 0 Bold/italic values have been manually overridden Ritmt osYed ty ACCA to met al M units cf Maid J M Ed Right -Suite Residential 5. 5.17 RSR26013 2004-Apr-15 14:56.20 E.\Files\MORRISON 2007WLEXAN1815\ALEXAN1815.rsr Page 1 I My"WEIMI 111 -91 Rudy 50 % Mash1E drTeErce 43 A Heating Summary Sensible Cooling Equipment Load Sizing BJdM hetq loss 40702 Bah Sn:tLre 29158 Btih aT 0 cfm Uaiiatim 990 Bah vatilatim 4 loss Desigi hed bad 0 EtLh 40702 Bah Design terrpa- R&TU Use ht d1a 3.0 °F n Ratelswg m ltrFia 0.9B Infiltration Tcd says. ecpp had 29545 Bah Mehod Latent Cooling Equipment Load Sizing y Reowes 0 Irterh girs 1150 Bah Uatthm 1474 Bah Heating Cooling Irt abm 3528 Bbh Area (ft2) 1815 1815 TCd latest ec .p bad 6152 Bb-h kl me M 17945 17945 Air 0.80 40 20 TOW Eq.iv AW(dwm) 239 Req t at 0.80 SHR 3.1 tm Heating Equipment Summary Cooling Equipment Summary Mdce TREE Make TFE Trace Trade Modd Crnd Cd 85 H.PF 12EER sembe 32900 @ 47°F 00 Btih re0rise0oFo dirg 41000 Bah ActLd 4 flav 1400 cfm Ac W air flay 1400 cfm Air flow factor 0.034 dmBhh Air flow factor 0048 dnA" 0. 20 n H2O 0. H2O l 1- ahey ratio 83 Bold/ italic values have been manually overridden Rrtat oerbfied by ACC:A to meet al rec}.iernets of Maid J -71h Ed Right - Sate Residential 5.5.17 RSR26013 2004-Apr-15 14:56:20 E \ Fies\MORRISON 2002VALEXAN1815\ALEXAN1815.rsr Page 1 P RIGHT-J WINDOW DATA DEL AIR HEATING AIR C ON D ITION IN G R Job: ALEXAN 10-19-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K 1 A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/DIN /LIV a n se a c n 0 d 1 1 90 1.0 1.8 8.0 6.0 47.4 380 0-0 a n se a c n 0 n 1 1 90 1.0 1.8 6.0 2.0 76,4 120 0.0 a n se a c n 0 n 1 1 90 1.0 6.8 0.0 2.0 76,4 120 120 a n re a c n 0 d 1 1 9D 1.0 1.8 1.5 5.0 39.4 320 0.0 BR2 a n ne a c n 0 d 1 1 90 1.0 1.8 1.5 5.0 39.4 16.0 0.0 BTH2 a n re a c n 0 d 1 1 9D 1.0 1.8 1.5 3.0 39,4 10.0 0.0 BR3 a n rw a c n 0 d 1 1 90 1.0 1.8 1.5 5.0 39.4 320 0.0 b n sw a c n 0 d 1 1 9D 1.0 11.4 1.5 7.0 47.4 40.0 40.0 FAM b n rw a c n 0 d 1 1 90 1.0 8.6 1.5 7.0 39.4 53.0 0.0 MBR s a n ruv a c n 0 d 1 1 90 1.0 1.8 1.5 5.0 39.4 320 0.0 b n re a c n 0 d 1 1 90 1.0 11.4 1.5 7.0 39.4 40.0 0.0 MBTH a n sw b c n 0 d 1 1 90 1.0 1.8 1.5 5.0 47.4 29.0 5.7 NOOK a n sw b c n 0 d 1 1 90 1.0 1.8 1.5 5.0 47.4 320 9.2 LDY a n sw a c n 0 d 1 1 90 1.0 1.8 1.5 3.0 47.4 100 4.8 KIT Right-SWe Residentia(5.5.17 RSR26013 2004Apr-15 14:5620 E:\Fdes\MORRISON 2002\ALEXAN1815\ALEXAN1815. rsr Page 1 1 r 3 RigFrt-Suite Residential 5.& 17 RSR26013 i E \Files\MORRISON 2002WLEXAN1815\ALEXAN1815.rsr 2004-Apr-15 1456:20 Page 2 4 IVWIKYY.J !1 CLL 1 N3m d - n Erbe Ham FiNMN BR2 B11-2 2 Lengh d apaEed va 236.0 ft 58.0 ft 14.0 ft 6.0 ft 3 Fmcm dinaldas 21.0 x 240 It 120 x 14.0 It 120 x 6.0 ft 4 Ceiings CcncitCpi- 9.4 ft I heAknol d 94 ft hedt 9.4 ft heUxd 9.4 1 hid 7( PE CF CST HTM Area Load Ih) Aea Load W) Am Load W) Am Lars W) EXPC13JE ND Htg Clg M Htg Clg ft Htg Clg ft Htg Clg ft Htg Clg 5 Goss a 148 4.6 21 1457 1 6pc b 12C 29 19 151 0 0 vallsad c 13C 32 12 3Z9 1 0 paticns d 00 0.0 0 0 0 e 0. 0 0.0 0 0 0 f0.0 00 0 0 0 6 Wldaysad a 1C 37.0 246 9C92 943474 1E 591 ic 370 Iq ass doorsb8C37D13349160000c9C 3R7 0 0- 0 0 0" 0- d 1C 37.0 0 0- 0 0 0" 0- e 7L 20B 0 0 0 0 0 0 f 00 0 0" 0 0 0" 0 7 Wlciwsad North 219 72 1571 12 313 0 0 C 0 glass doors W-M 39.4 215 8471 32 1261 1 63D 1 394 Coding ENV 00 0- 0 0 0 0 0 c 0 SE15W 512 92 4723 Ec 2718 0 0 c- 0 Safi 00 0 0 0 0 0 0 c 0 Hoe 00 0 0 0 0 0 0 C 0 8 C herdxs a 10D 147 99 40 589 397 397 0 0 0 c 0 0 b 11A 189 127 18 340 229 0 C 0 0 0 0 0 0 c 0. 0 00 0 0 0 0 0 0 0 0 0 0 9 Net a 148 46 21 1090 5m 2245 251 1293 537 11E 533 238 4E 214 95 ep-d b 12C 29 19 99 285 192 0 c 0 0 0 0 c 0 0 Mis,ad c 13C 32 12 311 990 364 15C 4T 176 0 0 0 c 0 0 patdas d 00 0.0 0 0 0 0 c 0 0 0 0 c 0 0 e 0. 0 00 0 0 0 0 c 0 0 0 0 0 0 f 0. 0 00 0 0 0 0 C 0 0 0 0 0 0 10 Ceilings a 16G 11 1.4 1909 2D16 2646 Ea 699 16E 177 233 T, 76 100 b OD 0.0 0 0 0 0 0 0 0 0 0 0 c 00 00 0 0 0 0 0 0 0 0 0 0 d OD 00 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 259 00 206 5340 0 5E 15M 0 14 363 0 E 156 0 f,bL- pan b 19G 11 00 0 0 0 0 0 0 0 0 0 0 P--d- c 0.0 00 0 0 0 0 0 0 0 0 0 0 is displ. d 00 0.0 0 0 0 0 0 0 0 0 0 0 brdab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 foal f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 193 54 437 8422 2369 134 25B2 726 161 30B 87 ic 193 54 13 bodlcss6+ 8_+11+12 3W 10356 1973 1006 Le$ eilard hal1g 0 0 0 tessta63 0 0 0 14 Dud bs 101/ 3710 10'/ 1035 101 197 101 101 15 TcWlos= 13+14 107122 11392 2170 110E 16 Int. gdns People @ 3DD 5 150D 1 300 0 0 c- 0 Appt @ 1200 2 180D 0 0 0 0 c- 0 17 Sttbl RSH garr-7+8_+12+16 20507 7167 1188 644 Lesseileirtd mo6ng 0 0 0 0 Lestadff 0 0 0 0 Coring eitbuion 0 0 0 0 18 Dud gain 101/c 2651 101/1 717 100 119 101 61 19 RURSHgwr( 17+18)PLF 1.00 29151 1.C70 7884 1.00 1397 1.00 70B 20 Air required (dn) 1400 1400 379 75 63 38 34 Rrta c offffied by AOCA to meet el reg iailats d NAM d J 7th Ed r-`--- --.- Right - Suite Residerriial 5.5.17 RSR26013 2004Apr-15 14:58:20 Lam" E \ Fries\ MORRISON 20021ALEXAN1815\ALEXAN1815.rsr page 1 N WJ V.JYL a ! rl C(1 1 Nare d ioan BMFAM M3R N6TH 2 Lengh d e pUed v\dl 33.0 ft 120 ft 35.0 ft 14.0 ft Pccm dtrlamas 120 x 13.0 ft 15.0 x 210 ft 16.0 x 120 ft 140 x 14.0 ft43CeiingsCa1dtCpfm94fthedtnol9.4 ft heaVnd 9.4 ft!- A 9.4 fl he3tool TYPE CF I CST HiM A. L d W) A. Load W) A. Lars W) A. Load nth) EXPC&FE NO Htg Clg ft Htg Clg w) Htg I Clg ft Htg Clg ft Htg I CIg 5 C3o$ a 14B 4.6 21 310 11 6pceed b 12C 29 19 0 0 06E Hells and c 13C 32 12 0 0 0 c f d 0.0 0.0 0 0 0 c e 0.0 00 0 0 0 f0.0 00 0 0 0 6 VVxbmad a 1C 37.0 32 1183 0 1183 739 Ig. ass doors b 8C 370 40 1478 1959 1478 0 rk g c 9C 3B.7 0 0" 0 0 0- 0- d 1C 37.0 0 0" 00 0 0- 0- e 7L ME 0 0 0 0 0 0 f 0.0 o o o o o o 7 Wxbmad North 219 40 816 0 0 0 0 E 117 glass doors W-M 39.4 32 1261 27B8 2837 c 0 Caofng FAN 00 0 0 0 0 0 0 SE/SW 512 0 0 0 0 10, 0 1 676 Souh 0.0 0-0 0- 0 0 0 Horz 0.0 0 0 0 0 9 c 0 8 Cherdom a 10D 14.7 99 0 0 0 0 0 0 0 0 c 0 0 b 11A 189 127 0 0 0 0 c 0 0 0 0 0 0 c 00 0.0 1 0 0 0 0 c 0 0 0 0 0 0 9 Net a 14B 4.6 21 238 1093 491 6c 27E 123 257 1184 529 6E 304 136 ep d b 12C 29 1.9 0 0 0 0 c 0 0 0 0 4E 132 89 Ms and c 13C 32 12 0 0 0 0 c 0 0 0 0 c 0 0 pa*- d 0.0 0,0 0 0 0 0 c 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 156 165 216 31 437 192 203 266 191 207 272 b 0.0 0.0 0 0 0 0 c 0 0 0 0 0 0 c 0.0 00 0 0 0 0 c 0 0 0 0 0 0 d 0.0 00 0 0 0 0 c 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 c 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 c 0 0 0 0 0 0 11 Floors a 21A 259 0.0 33 855 0 12 311 0 3E 907 0 1 363 0 loan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 c 0 0 peirekr c 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 i rgab a 0.0 00 0 0 0 0 0 0 0 0 0 0 9oa f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 193 5.4 72 138E 390 T 1021 297 T, 138E 390 T, 385 10B 13 Sd:bFa bs=6t8_+11+12 6166 30D 6343 2131 Lesselard hang 0 c 0 0 Les tam 0 0 0 Heating eclitiibulim 0 0 0 14 D,d lom 101/ 617 10°/ 101 634 10' 213 15 Tctl lcs=13+14 6783 4290 6977 2 44 16 ht gars Pecde @ 300 0 0 3 900 1 30D c 0 Appt @ 1200 0 0 0 0 0- 0 c 0 17 Salt RSH gar=748-+12+16 3174 3835 Am 1399 Les etardMON9 0 0 0 0 Les kada 0 0 0 0 coding edithAm 0 0 0 0 18 Dud gain 10'/ 317 10°/ 3B4 M 432 10' 140 19 Tctd RSH -(17+18) PLF 1.00 3," 1.00 4219 1.00 47 1.00 1538 20 Air required (dn) 733 168 141 203 240 228 81 74 R tat cetifiEd b PCCA b meet 21 mg imie is of Maid J 7th Ed RigM-Suite Residential 5.5.17 RSR26013 2004-Apr-15 14. 56:20 E'\Faes\MORRISON 2002\At.EXAN1815\ALEXAN1815.rsr Page 2 rvv uv\r\L l_om 1 Nam of n NCCK LETY Kfi 2j4 Le gh dc®d \dlep 9.0 ft 13.0 ft 120 ft 3 Fbom drtEngc s 120 x 8.0 ft 7.0 x 6.0 It 120 x 140 ft Ceiings Cmcit ()icn 9.4 ft i heakd 9.4 ft hedftd 9.4 ft hoAADd TYPE CF CST HTM Area Larf Asa Load Asa Load W) Asa EXPOSU;E ND Htg I Cig ft Htg Clg ft Htg Clg ft Htg Clg Htg Clg 5 Go% a 14B 4.6 21 0 0 E>p-d b 12C 29 1.9 ffi 0 0 VAft and c 13C 32 12 0 11 paw- d 0.0 0.0 0 0 0 e 0.0 OD 0 0 0 f0.0 0.0 0 0 0 6 Wxim%axl a 1C 37.0 32 1183 1 0 0 Ig_ ass doors b 8C 37A 0 0 0 0 0 I sm 9 c 9C 3B.7 0 0- 0 0 0 d 1C 37.0 0 0 0 0 0 e 71 20B 0 0 0 0 0 f 0.0 0 0- 0 0 0- 7 Wxlons" North 21.9 9 187 5 98 0 0 glass doors W-M 39.4 0 0 0 0 0 0 cooling ENV 0.0 0- 0 0 0 0 0 SE/SW 512 23 1062 5 247 0 0 Souh 0.0 0 0 0 0 0 0 Horz OD 0 0 0 0 0 0 8 ChffdDos a 10D 14.7 99 0 0 0 0 c 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 1 340 229 c 00 0.0 0 0 0 0 c 0 0 0 0 9 Net a 146 4.6 21 0 0 0 4E 212 95 0 0 0 ep-d b 12C 29 1.9 53 153 103 0 c 0 0 0 0 Mills and c 13C 32 12 0 0 0 6E 20E 77 9E 299 111 paws d 0.0 0.0 0 0 0 0 c 0 0 0 0 e 0.0 OD 0 0 0 0 c 0 0 0 0 f 0.0 0.0 0 0 0 0 c 0 0 0 0 10 Ceilings a 16G 1.1 1.4 96 101 133 42 44 58 16E 177 233 b 0.0 0.0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 e 00 0.0 0 0 0 0 0 0 0 0 f I 1 0.0 0.0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 1 0 12 311 0 F=n b 19G 1.1 0.0 0 0 0 0c 0 0 0 0 parrt0 c 0.0 0.0 0 0 0 0 c 0 0 0 0 is displ. d OD 0.0 0 0 0 0 c 0 0 0 0 fortis a 0.0 0.0 0 0 0 0 c 0 0 0 0 food f 0.0 0.0 0 0 0 0c 0 0 0 0 12 Infiltration a 193 54 32 617 173 ic 192 54 18 347 9B 13 SutiYd bw6+8_+11+12 2287 1364 1474 Lesselard healing 0 c 0 Les ka1998 0 0 Heating ledi tbu*m 0 0 14 Dudb% 10/1 229 10°/ 1 100 147 15 Tcrd Io%=13+14 2515 15M 1622 16 ht gain People @ 300 0 0 0 0 0 0 Appi. @ 120D 0 0 1 600 1 129D 17 Rkildt RSH gdn=7+8_+12+16 1679 1229 1871 Les ecind mokig 0 0 0 Lem kad4a 0 0 0 Codig edimIAM 0 0 0 18 Dud gain 10/ 168 10'/ 123 101 187 19 Tctl RSH g3(17+18f PLF 1.OD 1846 100 1352 1.00 2((XB 20 Air required on) 87 89 65 SS 98 Ri-tcLt oetiied IN PC CA tD meet al reg ianats cf Mazd J 7th Ed i.-=--=----- Right -Suite Residential 5.5.17 RSR26013 2004-Apr-15 14:%.20 E:\Rl \MORRISON 2002\HLEXAN1815\ALEXAN1815.rsr Page 3 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1815.0 25.78 8422.3 Single, Clear MN 1.8 14.0 38-0 40.72 0.99 1532.7 Single, Clear NW 1.8 8.0 12.0 40.72 0.94• 457.3 Single; Clear MN 6.8 2.0 12.0 40.72 0.53 259.9 Single, Clear SW 1.8 6.5 32.0 56.99 0.87 1578.0 Single, Clear SW 1.8 6.5 16.0 56.99 0.87 789.0 Single, Clear SW 1.8 4.5 10-0 56.99 0.76 434.7 Single, Clear SE 1.8 6.5 32.0 61.07 0.86 1683.2 Single, Clear NE 11.4 8.5 40.0 47.10 0.53 1003.8 Single, Clear SE 8.6 8.5 53.0 61.07 0.51 1651.4 Single, Clear SE 1.8 6.5 320 61.07 0.86 1683.2 Single, Clear SW 11.4 8.5 40.0 56.99 0.47 1062.2 Single, Clear NE 1.8 65 20.0 47.10 0.90 849.0 Single, Clear NE 1.8 6.5 32.0 47.10 0.90 1358.4 Single, Clear NE 1.8 4.5 1&0 47.10 0.82 386.8 As-BuiR Total: 379.0 14729.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 311.0 0.70 217.7 Concrete, Int Insul, Exterior 4.1 1090.0 1.18 1286.2 Exterior 1189.0 1.90 2259.1 Frame, VVbod, Exterior 11.0 99.0 1.90 188.1 Frame, Wood, Adjacent 11.0 31t0 0.70 217.7 Base Total: 1500.0 2476.8 As -Built Total: 1500.0 1692.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 40.0 7.20 288.0 Exterior 40.0 4.80 192.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 58.0 220.8 As -Built Total: 58.0 316.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1900.0 2.13 4047.0 Under Attic 30.0 1900.0 2.13 X 1.00 4047.0 Base Total: 1900.0 4047.0 As -Built Total: 1900.0 4047.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Stab 206.0(p) -31.8 6550.8 Slab -On -Grade Edge Insulation 0.0 2060(p -31.90-6571.4 Raised 0.0 0.00 0.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 1815.0 14.31 25972.7 1815.0 14.31 25972.7 Summer Base Points: 34588.8 Summer As -Built Points: 40186.6 Total Summer Points X System = Multiplier Cooling Points Total Component X Cap Ratio X Duct X System X Credit Multiplier Multiplier Multiplier DMx DSMx AHU) Cooling Points 34588.8 0.4266 14755.6 40186.6 40186.6 1.000 1.00 1.079 x 1.150 x 0.95) 0.284 1.179 0.284 0.950 0.950 12788.5 12788.5 EnergyGaugeTm DCAForm 600A-2001 EnergyGauge®/RaRES2001 FLRCSBv3.30 i FORM 60OA-2001 i WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF Points 18 1815.0 5.86 1914.5 Single, Clear MN 1.8 14.0 38.0 14.97 1.00 5682 Single, Clear MN 1.8 8.0 12.0 14.97 1.00 179.3 Single, Clear MN 6.8 2.0 12.0 14.97 0.99 177.6 Single, Clear SW 1.8 6.5 32.0 11.59 1.04 386.1 Single, Clear SW 1.8 6.5 16.0 11.59 1.04 193.1 Single, Clear SW 1.8 4.5 10.0 11.59 1.09 126.1 Single, Clear SE 1.8 6.5 32.0 10.59 1.06 360.0 Single, Clear NE 11.4 8.5 40.0 14.70 1.00 588.6 Single, Clear SE 8.6 8.5 53.0 10.59 1.50 841.1 Single, Clear SE 1.8 6.5 32.0 10.59 1.06 360.0 Single, Clear SW 11.4 8.5 40.0 11.59 1.42 656.6 Single, Clear NE 1.8 6.5 20.0 14.70 1.00 294.2 Single, Clear NE 1.8 6.5 32.0 14.70 1.00 470.8 Single, Clear NE 1.8 4.5 10.0 14.70 1.00 147.1 As -Built Total: 379.0 5348.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 311.0 1.80 559.8 Concrete, Int Insul, Exterior 4.1 1090.0 3.31 3602.4 Exterior 1189.0 2.00 2378.0 Frame, Wood, Exterior 11.0 99.0 2.00 198.0 Frame, Wood, Adjacent 11.0 311.0 1.80 559.8 Base Total: 1500.0 2937.8 As -Built Total: 1500.0 4360.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 40.0 7.60 304.0 Exterior 40.0 5.10 204.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 58.0 276.0 As -Built Total: 58.0 376.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1900.0 0.64 1216.0 Under Attic 30.0 1900.0 0.64 X 1.00 1216.0 Base Total: 1900.0 1216.0 As -Built Total: 1900.0 1216.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 206.0(p) -1.9 391.4 Slab -On -Grade Edge Insulation 0.0 206.0(p 2.50 515.0 Raised 0.0 0.00 0.0 Base Total: 391.4 As-BUIltTotal: 206.0 515.0 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 1815.0 -0.28 508.2 1815.0 0.28 508.2 Winter Base Points: 5444.7 Winter As -Built Points: 11308.0 Total Winter X Pants System = Multiplier Heating Points Total Component X Cap Ratio X Duct X System X Credit Multiplier Multiplier Multiplier DMx DSMxAHU) Heating Points 5444.7 0.6274 3416.0 11308.0 11308.0 1.000 1.00 1.068 x 1.160 x 0.95) 0.402 1.177 0.402 0.950 0.950 5076.7 5076.7 EnergyGauge' DCA Form 60OA-2001 EnergyGauge®/RaRE52001 FLRCSB v3.30 FORM .60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: - I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 14756 3416 7692 25864 12789 5077 7871 25736 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRE52001 FLRCSB u3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details l ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrrVs .ft. window area .5 cfrrds .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrourxling wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Pen0trations/openings >119" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & Y from insulation; or Type IC rated with < 2.0 cfm from conditioned s ace tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 OT14FR PRESCRIPTIVE MFASI IRFS lmimt ha mat nr PYCPPrIPril hV All rPQirfPnrPC I COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap reauired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal effi ci ency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Seoarate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Mn. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES2001 FLRCSB v3.30 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if, multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst cue? Yes _ 6. Conditioned floor area (ft) 1815 ft' 7. Glass area & type Single Pane Double Pane a Clear - single pane 379.0 ft' 0.0 ft' _ b. Clear - double pane 0.0 ft' 0.0 ft' - c. Tintlother SHGC - single pane 0.0 W 0.0 ft' - d. Tint/other SHGC - double pane 8. Floor types a Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a Under Attic b. N/A c. N/A 11. Ducts a Sup: Unc. Ret: Con. AH(Sealed):Garage b. N/A R=_0, 2060(p) ft _ R=4.1, 1090.0 ft' _ R=1 1.0, 99.0 ft' _ R=I 1.0, 311.0 ft' R=30.0, 1900.0 ft' Sup. R 6.0, 1.0 ft 12. Cooling systems a Central Unit b. N/A c. N/A 13. Heating systems a Electric Heat Pump b. N/A c. N/A 14. Hot water systems a Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address ofNew Home: Date: City/FL Zip: Cap: 41.0 kBtu/hr _ SEER:1200 _ Cap 41.0 kBtu/hr FISPF: 8 50 Cap: 50.0 gallons _ EF: 0 86 _ NOTE: The home's estimated energyperformance score is only available through the FL 41REScomputer program. 7his isi2at a Building Energy Rating. ffyour score is 80 or greater (or 86for a US EPAIDOEEneqyStar designation), your home may gualifyfor energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wmv.sec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCSBv3.30) PT, I 1 Md 1 i i 4 i ! I 0 04 CO 1,01 .4Y14z0 Ivcd d M M I 1 16,Jfi roap ffi '` •' '. I 170 ¢ ' Q N C? M 1 y M I- M f j Fa'olse 'aALIM ... 'i' 4'ea t-1 4 Nr o Ip pp41" bat duct ® loch 3` 01 9i ' P d O a3o .. v astoroocap `._L..B................ iPxl 8. cg rn w/fan- figqht ----_ Am Q L i NUT NE 763RLNB 3" bath duct a a to roof cap Ea J ap...... 4• 4 m w/fan 3" bath duct j 4 - So NUT NE 696RNB to roof cap w/fan 60' I NUT NE 696RNB t ° 205 " _ - SaxiD rng U lax6 I_j d f0 9D a 1 6' +f MB _ O N Cn a m (D \ R \ O 6, 42X42 A/CSLAB BY BLDR 11IN 14.8 1rra 2' FROM ALL B'7 190 i,_ E4zf8 rog 'i oryar wn cnp CAM vfo® 0EmilEGer A. 14xB SMcd W I I I t o OU x CL1 O _1 0 Cy 3a l(N V/IOKV 024W IPM • ................., i0x,2 am a: , .o.. Ratingccnan/a•,1•m N dniFom by 0 >+ a) > C M (D Murl na.vo a minlnun cloaran[o o4 Inchoa around -tno ar Mrlolor por ttlo Slam Enorgy coda. Alt auct mar an r3 raulatlon valua: CCl d J (n 0 h IYIIT7"EVIL'a=v-'cv vw'rv::v-•rr.^-—awr rvr=-.—v r .—rca.-c..-.-r.- —. -. .. ....... ...-.....-.—...--.—uy,.—r--,v7 :,...- TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATETETRAHYDRATE 5990 9 BIFLEX SFR TERMITICIDE I INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-9112 BOARD DEFENSE IN-CID,E TECHNOLOGIES, INC. DISODIUM OCTABORATE T YDRr4TE 44757-20 BORA-CARE NISUS CORP. DISODI,UM OCTABORATE TETRI I-IYDRATE 6W5-1 CHLORPYRIPHOS PRO TERMITICIDE _ MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERMrrICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TC: SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107 INC DRAGNET SFR Tl RMITiCIDE/INSECTICIDE FMC CORD: PERMETHRIN 279-3062 DREXEL CHLORPYRIFOS TERMITIODE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES; CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE, BAIT FMC CORD: ` SULFLURAMID 278 3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2 73006 TERMITICIDE/INSECTICIDE PERMETHRIN PRO TERMITICIDE TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, INC. PERMETHRIN 10182-95 PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125-455 SOLUBLE PACKETS file://C:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 t ef BORA - CAREE APPROVALS NES REPORT MIXING DIRECTIQAS APPLICATION UR"4". PONS LIE A PRESCRIPTION TREATMENT BRAND TC VN•IITMIRE MICRO-GEN DIFLUBENZURON 499-488 223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDEIINSEC nCIDE FMC CORP. BIFENTHRIN 279-3208 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506-8 INSECTICIDE TERMIDOR 80 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-9WTERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL • UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767CONCENTRATESCIENCESUSALP VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed In the State; however, material, In trade channels may be purchased and used accardin(kto.label directions. aP:. Pesticide Product Brands: 34 Companies: 22 List updated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WIN DOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICI DES%20REG ISTE... 7123/0, Xi nk"lu A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products inspection Programs. ACTIVE INGREDIENT: D isodium Octaborate Tetrahydrate (Na2B3013.4H2O):........ 40.0% INERT INGREDIENTS: ................................................ ....... 60.0% Density, 11.51 pounds per gallon EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if Indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. MADE IN THE U.S.A. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is Impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix.TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) 100 Nisus Drive, Rockford, TN 37853 800) 264-0870 www.nisuscorp.com 02= N I. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow. to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2' In thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber Z BORA-CARES is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Ceratnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used In areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active Ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after. treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution Into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation Is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floorjoists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment.zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional ]j9ht sanding maybe necessary before applying anew finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final ][ght sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution Into voids and channels in damaged and suspected infested wood and/or through small holes drilled Into walls and baseboard areas. Holes should be spaced no.more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE® solution. if necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tqe void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1 ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the Infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is In place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on Interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications, Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches; decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES :(CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and subfloors as Well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE® treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-Inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood In plumbing walls and apply to any wood In bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. VI1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA- CARE®(5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA- CARE® solution to heavily Infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather Is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI, A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six ( 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned With a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA- CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to application chart for minimum amount of BORA- CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA- CARE® solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply In rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood In contact with the ground or soil has a limited Iifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or Insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not Indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 112 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National. Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone! 703/931-2187 Fax: 703/931-6505 INTBRNATIONAI website: www.nateval.org COD!': COUNCIL,. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37863 800-264-0870 nisusCaD-nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient In the wood member. BORA-CARE is water.soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this re ort. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically_ does not make any warren y either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted af the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature,. specifications, and installation instructions. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/ barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement; the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 Uniform Building CodeTM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA-CARE was evaluated only forresistance to subterranean termites. BORA CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. ONE 13Y WOOD — SUCK BY OTHERS CAULK BETWEEN WNDOW V FLANGE 6: WOOD BUCKBUCK \ CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS WNDOWHEIGHT PERIMETER CAUL( BY OTHERS FLANGE TYPE — WNDOW FRAME HEADER FLANGE TYPE WNDOW FRAME SILL PERIMETER CAUL BY OTHERS W. SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR BUCK WIDTH SHIOW DIA. TAPCON 1/4- SHIMSNOVRI FLANGE TYPE SPACE MAX. CAULK BETWEEN WINDOW FRAME WOOD BUCK 'A JAMB MASONRY OPENING BY OTHERS d 1 1/4' MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN. — EMBEDMENT SHIM AS REO'D SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS Q INSTALLATON ANCHOR J/16- DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW WIDTH MASY OPENING 1/4- SHIM BY OTHERS SPACE MAX. EX7ERIO$ CAULK BETWEEN EXTERIOR WINDOW FLING FINISH WOOD BUCK BY OTHERS SECTION 2 WINDOW WITH. B C BUCK D EHEIGHT SILL STOOL j / K 2 BY OTHERS WINDOW HGT. F G NOTE: 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESGN Q H I LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME VANODW IN CONCRETE OR MASONRY OPENING USE 3/15' DIA TAPCON a CAULK BETWEEN WNDOW FLANGE h PRECAST SILL WTH VULCEM PRECASR SILL115 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAI NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING -SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULXEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WRH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E7300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OLAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. CE, LTi'T ric kL r F- LIJ:RM- k flpq. it\CJL'&Ct CJE R 1CliLOE' r, " PMFRA 7 AL d t-11 Y) U /`9 TIF. & Q7p_ F FTT .F -µ ' COMPARATIVE ANALYST TION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HOCHT EXTERIOR INTERIOR HEAD JAMBS 12 19 t/6 X 26 99 99 B F.G- 13. 3a 3/e 79 76 B F,C 14 19 1/1 X 50 !/! 59 59 B F.G 14+ 4 19 t/e % 54 a/e 54 54 B F,G 14+ 5 19 t/e % 55 !/e 52 52 B F.G 75 19 1/e X a] 45 45 B F,c 16 19 1 X 72 40 40 F G 1H a lit s 6 1 8 1H3 26 t/2 X 36 a/e 51 51 8 F,G iH4 25 1/2 X 50 !/e 44 44 B i,C 1H4+ 4 26 1/2 X 54 a/e 42 42 B F•G 1 H4+5 26 1/2 % 55 3/0 41 41 B F,G 1H5 26 3/7 X 63 40 40 8 F.c 1H6 26 1 X 72 40 40 f G 3OX2 30 1/2 X 26 55 56 B F.c 3OX3 30 1/2 X 38 3/e 44 44 8 F,C 3OX4 30 1/2 X 50 5A 40 40 B F•C 3OX4+ 4 30 1/2 X 54 5/9 40 40 B F,C 3OX4+ 5 30 1/2 X 55 e/a 40 40 8 F.G 3OX5 3OX630 'A X 63 40 40 40B F.0 FGH1 22 x 26 51 1 B F.G 23 37 X 35 3/5 40 40 B F,G 24 37 X 50 a/s 40 40 B F•G 24+ 4 37 X 54 6/a 40 40 8 F.0 2 " 5 37 X 55 a/e 40 40 B F.0 25 37 X 63 40 40 B F,G,H,I 6 37 X 72 4 40 F G H 4E26 48 x 26 46 46 e F,G 4838 49 X 3a 3/8 40 40 B F,G 4850 48 X 50 3/4 40 40 B F.G 484+ 4 4a X 54 6/e 40 40 B F,G,M,I 484+ 5 4a X 55 We 40 40 B F,C.H,1 4963 48 X 63 40 40 B - F,C.H,1 32 53 1/e's 26 45 45 8 F•G 33 53 1/e X 35 3/1 40 40 B F,G 34 53 1n x 50 3/e 40 40 B F.C.H,I 34+ 4 53 1/0 X 54 !/e 40 40 a F,C.H.I 34+ 5 53 1/e X SS e/e 40 40 B F,G,H.I 35 53 1/e % 6J a0 40 B 36 33 t % 72 a0 40 a F G H I ANCHORS OF SUFFIQENT LENGTH TO PRONOE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART, 1 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /a SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT E L EVAT I 0 N ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SZE IS NOT USTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WTH NEXT VIEWED FROM EXTERIOR LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOi3. 1001 W. Gantry Rd. • CarnIhm TX 750A • P.O. B.X 619022 • Daum, TX 75d61 D6Atwa OE3fAPi101 ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WNDOW N A pZ — C9Z DATE m REASON BY E- mur 10/ 26/01 B 'GEN 0012 PREPARED IIY: PRODUCT TEC OLCO' CORP., 250 INTTAf ONAL PKY., SUITE 250, HFATHROA, FLOR 32746 PHONE 4M a05- 65 F. 407 aD W" l a CAULK BETWEEN WOOD BUCK 11 MASONRY OPENING BY OTHERS ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN DOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHGP. 3/16- CIA, TAPCON BUCK WDTH 114- M SHIMH'. SPACE SHIM AS REO'D CON C RE7E OR(SE1-1, MASONRY OPENING E NOTES) I -' elN. EMBEDM[NT Sr OTHERS I SHIM A5 REDD. SEE NOTES) FLANGE TYPE WINDOW FRAI.IE JAMB Q CAULK BETWEEN WOOD BUCK & C MAS'Y OPENING BY OTHERS GLAZING Q 1-1/4- MIN. INSTALLATION ANCHOR EMBEDMENT 3/16- DIA. TAPCON C 1/• MA%, ONE BY WOOD HIM $PACE BUCK BY OTHERS EXTERIOR CAULK BETWEEN PERIMETR CAULK \\ WWINDOWOODBUCKFLANGEBYOTHERS WINDOW WIDTH CONCRETE OR MASONRY OPENING FLANGE TYPE BY OTHERS FL NOOW FRAME SECTION 2 ,TUCCO a13 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATI'jN CHART WINDOW DESIGN PRESSURE TAPCOri ANCHOR SIZE (INCHES)I CAPACITY IN PSF LOCL.TIONS WIOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X EO AO 58 C O.EF.G 12 X .2 40 56 C D.H.F.G16X1640106p2 x 16 0 69 B H I 24 X 2• AO 55 a.0 F G 24 x 30 00 5 A.B F.G 2A x AO 0 A,B F C6 2• 8 0 0 A.B 0.E F.G 2+ 60 AO AO A.B O.EF G 21 x 72 ao 0 B D.E F.G 32 % 8 0 A.B O.EF.G 36 % 00 0 8 O.E FG 36 x 8 AO AO A.B O.EF.G 36 1 72 AO AO B O.E.F.G A B x 2• 9 O.E F,G AB X 48 A00 AD0 B D.E F.G A8 x 60 0 0 F.B O.E.F,G 6• x I e0 40 B F.G 72 x 38 AO 40 AB f G 12 X 60 AO 0 B O. E.F,G 73 x 16 AO 40 B Hj HEADER NY OTHERS CENTRAL FLORIDA B. O. A. F. GLAZNG BUCK WINDOW HEIGHT WTH MANUACI'pR NAAW: WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS I 0 4 PRE -CAST SILL J 81 OTHERS FLANGE TYPE WINDOW FRAME SILL J eE jN !Rat, AL,) rtI NUM A C GENFRAI NOTFS: MASTER FILE T, T''' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MA%. ALLOWABLE D (- 2) wNIDOWT RAM MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO t THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 2 A) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GUSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13OO CUSS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF I % OF DE51GN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TES7. HGT. H / 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DNA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/6- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL NB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC'.ES ARE NOT PRESE',T. IS SCREWS SHOULD BE PLACED AT MAX. 6' FROM CORNERS & A. 21' O.C. 11) IF EXACT WINDOW SIZE IS NOT L15TED IN ANCHOR CHART, USE ANCHOR OUANT- LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REG O 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO APPLIES 1: THE 1550 SERIES F t G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN —OOW FLANGE PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR O/-zz-DL O•rE Is.M 1001 W. Crosby Rd. • Corrollton. TY 75006 • P.O. Box 8!9022 • Dcllas. iT 75381 w...Na xscXOTKs+ INSTALLATION C'_TAIL SERIES 1450/1550 F'_ANGE PW oA..H 9. •o a. S:.v[ BB N/A as 7, . c .oK.. L SHEATHING BY OTHERS y8 INSTALATION ANCHOR iCREW SHOWN (TYP.) EXTERIORFINISH BY OTHERS. PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RIOR FIN TYPE — WINDOW FRAME SILL CAULK 8E TWEEN FIN h SHEAiING SHIM SEE p8 INSTALATION ANCHOR SCREW SHOWN (TYP.) A$ REO0 2 X WOODNOTES) BY OTHERS 1" MIN. EMBEDMENT FIN TYPEWINDOW FRAME JAMB CAULK ESMEF '; & d[ FIN 6Y 0....75- 2 x WOOD BY OTHERS 1" MIN. EMBEDMENT r I SHIM AS .RE Db SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR ( TYP,) O O 01 O O air— ivF—RA[ MASTER FILE COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF f8 SCREWS NO. OF oo90 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WOTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL EA. JAMB HEAD SILL O EA. JAMB I6 x 30 109 109 2 2 2 2 2 3 t6 x a0 83 83 2 2 3 2 2 J 16 X 50 63 63 2 2 3 2 2 3 X 60 2 2 2 3 20 X 30 86 86 2 2 2 2 1 20 x XO 73 73 2 2 3 2 2 a 20 X 50 59 59 2 2 3 2 2 X 20 X 60 46 48 2 2 3 1 2 a 28 X 30 57 57 2 2 28 X a0 52 52 2 2 3 2 2 3 28 X 50- a6 a6 2 2 3 2 2 a a 2 2 2 2 z 3030 552 1 2 2 2 2 2 2 30 X XO 9 a9 2 2 J 2 2 3 30 X 50 A 43 2 2 3 2 2 X 30 X 60 A 40 2 2 3 2 2 a 38 x 30 41 a 1 32 1 38 X A 40 a0 3 3 J 3 3 3 38 x 50 a0 40 3 3 3 3 3 a 38 X 3 3 3 3 5 ap x 30 a0 Xo 3 2 3 40 X 40 a0 40 3 3 3 3 3 3 a0 X 50 40 40 3 3 3 3 3 a a0 X ap J 3 3 3 3 5 72 1 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4 SILL STOOL Q / o 2 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. BY OTHERS 24 O.C. 3) USE LATEX CAULK BEHIND "DO, FIN AT HEAD, $ILL dt JAM65. MAX. ( TYP.) a) USC LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 0 0 5) GLASS THICKNESS MAY VARY PER TnE REQUIREMENTS OF ASTM E130Q GLASS CHARTS. SINGLE GLAZING 15 SHOWN, INSULATING GLASS IS ALSO QUALIFIED. EQUALLY SPACE 6) WHERE WATER RESISTANCE TE57 REOUIREMENI OF 15% OF DESIGry LOAD APPLIES. POSITIVE OE SIGN WINDOW ANCHOR$ (TYP.) LOADS WILL BE LIMITED TO 10.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HGT. o 0 7) INSTALLATIONS. FIN FRAME WINDOW IN WOOD FRAME OPENING PATH TWO BY WOOD STUDS, USING 0. 090 IN. CIA NAILS OR N8 5CREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUAN7ITY LISTED WlH O / NEXT LARGER SIZE. O 9) GENERAL ALUMINUM'S 1110 SERIES 51N0.E HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO 1HE 1910 INSULATING GLASS SINGLE HUNG SERIES. PERIMETER CAULK J BY OTHERS $HIM AS 0 SEE NOTES) o o Ol 0 0 16 Ax. (TYP.) SCREW IN 1 INSTALATION2XWOOD 'III ANCHORSHOWNBYOTHERSTYP.) 6' MAX. (TYP.) CAULK BETWEEN WNDOW FIN ELEVATION EXTERIOR SHEATHING FINISH I MIN. BY OTHER$ EMBEDMENT VIEWED FROM EXTERIOR _ SHEATHING SECTION 1 BY OTHERS H D•i" 9YM IRr V51pN I OOI w. Crosby Rd. • CO"hon, TX 75006 • P.O. Bos 819022 • Dolios, iX 75181 ASSEMBLY DRAWING SERIES 11a0/1940 TDL SINGLE HUNG WINDOW sc ui i BBa o a. N/ A taw o.rt - .c •watt' Ea _ rT/05/01 B FG=N-00T3 r SHE- 9 r CAULK BEHIN EXIERIORFINISHBrOTHER PERIMETER BY OTHCRS FIN TYPE WINDOW 1 HEADER GLAZIN( SEE NL .... EXTERIOR FIN TYPE FRAME SII PERI<TC BY OTHCP EXTERIORFINISHBYOTHER CAULK BI SECTION I f— WINDOW WIDTH 1/a MAX MIN SPACE 2 x Br RWOODsBrpTHCRS SHIM AS RED D. 2 x ' Br OTHERS FIN TYPE WINDOW KN INSi ALLATION FRAHE J°HB A / CHOR SCREW MIN. SHIM AS RED'D. GLAZING EMBEDMENT SEE NOTES) MAX. SPACES WINDOWHEIGHT FAF VINDOvHEIGHT IL EQ'O. 1/+' MAX. SHIM SPACE r0 INSTALLATION NCHOR SCREW 2 x WOOD Br OTHERS EXTERIOR PERIMETER CAULK BY OTHERS e8 INSTALLATION EXTERIOR Arv[MOR SCREW FINISH CAULK BEHIND FIN COMPARATIVE ANALYSIS & ANCHOR CHART IiNJUI DESIGN PRESSURE NO, OF K8 SCREWS NO. OF 0.059 DIA. NAILS SIZEINC.[S) CAPACITY IN PSF REQUIRED IN FRAME RCOUIRED IN FRAHE VIDTH/HEIGHT CXT[RIOR INTERIOR HEAD L SILL B EA. JAMB HEAD L SILL B EA, JAMS 20 . 30 0 a0 2 2 2 2 20 X 40 Ao ao 2 3 2 2 20 X 50 AO a0 2 3 2 3 0 60 0 a0 2 32 7 30 . 30 a0 a0 2 2 2 70 . a0 a0 a0 2 3 2 7 30 X 50 40 a0 2 3 2' 3 30 . 60 40 0 2 2 40 X 30 a0 a0 3 2 40 X 40 a0 a0 3 3 3 3 40 X 50 40 10 3 3 3 a 10 X 60 0 0 3 3 3 5 50 70 10 a0 3 2 50 x aD a0 a0 3 7 - 3 50 . 50 a0 AO 3 3 50 . 60 0 A 3 3 5 61 40 1 AO Br OTHERS CENTRAL FL.+'Vyi}Ly A B.O.A.F. SECTION 2 SHEATHING MANUFACTURERBYOTHERSUFAC,4TLURAE/ RrMNAME: LAE,i ,... WINDOW WIDTH MASTER FUE NN""' I> WHEREWATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TCST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION! FIN FRAM[ WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD USING 48 SCREWS OF SUFFICIENT LENGTH i0 PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE OR OE I IN. DIA, NAILS. INTO 3) IF EXACTWINDOW SIZE I$ NOT LISTED 1N ANCHOR CMAR7, USE QUANTITY IISTC0 R 2 WITH xi LARGER SIZE. a) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE HA X. ALLOWABLE SHIM$TACK TO BC )/{. L ANCHORS (TYP.) 5> WINDOW FRAME MATERIAL, ALUMINUM ALLAY 063. HEAD, 6) USELATEXCAULKBEHINDWINDOWFINATHEN, SILL A JAnBS, 7) US LA THI CAULK FOR PCRIME iCR $CAL AROUND OF WINDOW FLANGE. OF ARIGRB) GLA$$ THICKNESS MAY VARY PER REQUIREMENT$ OFA$TN E1700 GLASS CHARTS SINGLE GLAZING IS SHOWN. INSULATING GLAS$ ALSO OUALIF IED. 93 GENERAL AL UMINUHS IIQO SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SCRICS PICTURE WINDOW. 6' MAX. ( TYP.) I 6' MAX. ( TYP.) ELEVATION VIEWED FROM EXTERiOR CAULK BEIVEEN- WOOD BUCK L M SONFRY OPENING BT OTHERS CAULK ANB BETVEENUC FLANGEav000BUCKMONCRETE I SDNRYOPENINGBY OTHERS EXTERIOR r7NISH.- BY OTHERS PERIMETER CAULK' BT OTHERS FLANGE TYPE INDOWFRAMEHEADER WINDOW EXTERIOR HEIGHT ONE BI WOOD NOTFS. BUCK BY OTHERS 1) SHIM AS RED'[). AT EACH INSIALUTION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE I/4 IN$ T4LL ATION ANCHOR i) WINDOW FRAME MATERIAL'. ALUMINUM ALLOY 6063 3/16' PIA TAPCON USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. A) USE uTE% CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDCW FLANGE. SHIM AS RE0'D tSEE NOTE$) 5) GLASS rMICKNES5 MAY VARY PER THE REQUIREMENTS OF ASTM [1300 GL15S CHARTS. 6) DESIGN PRESSURE CAP'CI TY OF vINDCV L INSTALLATION IS LIMITED TE .0.0 PSF. J) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE I3/ 16' DI A. TAPCON TYPE ANCHORS Or SUFFICIENT LENGTH TO PROvI DE MIN. 1 C MSEDMCNT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. rROM'CORNCPSL ZA' .C. MAX. BETWEEN. Q 1-1— MIN. B) BUILD DOWN AROUND CURVED PORTION Or WINDOW FRAME Tp BE ENGINEERED BY OTHERS. EMBEDMENT BUILD DOWN MUST BE OF SurriCIENT STRENGTH TO A COUATELY TRAN$_ER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW -COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS I/ a' MAX PRODUCT TD THCSE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS SHIM SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNCR rIsED WINDOW F R AHING $YSTCM. CENTRAL FLORIDA B.®.A- . MANUFACTURER NAME: MASTER FILE # 9 OLAZIM3 ITTP. SEE NOTES) BUCK HEIGHTSHIM AS REO'D CSEE NOTES) FLANGE TYPE WINDOW FRAME SILL f-DNE PERIMETER CAULK OT HERSYVODD BY OTHERS EXTERIOR FINISH 4 BYprHEasCAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK a MASONRY OPENING BY OTHERS SECTION I' MAX. T HIM SPACE J 1- 1/4' MIN. J EMBEDMENT INSTALLATION ANCHOR 3/ 16• DIA. TAPCON WINDOW WIDTH —? ELEVATION VIEWED FROM EXTERIOR n 7_ 7i R DW wit HT HE OA. E .,..!REvaIDN BMCX VIDTN--=/• MAY jL- SHIM SPACE SHIM AS RE 0'D/' I SEC NEN OTES) 3EDMCNTFLA NGE TIRE `- CAULK BETWEEN WINDOW FRAME I WOOD BUCK L JAMB HAS OPENING 4 BY OTHERS Q Gl A= ING tT iP. IN S TALLATIGN ANCHOR SEE NOTED Q 3/16' DIA. TAPCON ONE BY WOOD PERIMETCR CAULK , BUCK BY 07HERS BY OTHERS ExTE RIOR FINISH CAULK BETWEEN Bx OTHERS WINDOW FLANGE OOO BUCK vINDDV VIDTN —.. 1 CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR EtF:: a=* 1001 W. CrosOy Rd.• Carrollloa, TX 75006 . P.O. Bos 819017 • Dolltn, T% 75381 Dawlr4 . INSTALLATION DRAWING ONE BY BUCK SERIES 1450/ 1550 DESIGNER PICTURE WINDOW 3, I EcN _ o3120102 1 B I GEN-Dn S SHEBY OTHER' CAULK B EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING IT. ., SEE NOTES FIN TYPE —i FRAME SILL RERIMETER CAULK J BY OTHERS / NB INSTALLATION J ANCHOR SCREW (TYP,) EXTER:OR FINISH — BY D-HERS CAULK BEHIND FIN — SHEATHINC BY OTHERS D COwN NSTALLAiION NOR 5CREw IT ) SHIM AS REO'D. SEE NOTES I SHIM SPACE INDOwREICHT t 1/°' MAX. SHIM SPACE SHIM AS REDO SEE NOTES I- MIN. \ Z % FRAMING EMBEDMENT BY OTHERS SECTION 1 NO-= i) CESIGN PRESSURE CA-ACITY OF WINDOW a INSTALLATION IS 40.0 PSF, Z) INSTALLATION OF FIN GRAVE WINDOW IN WOOD FRAME OPENING WTH TWO BY WOOD SUDS. US, NC O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS Maz @ 8' O.C. M•X. BETWEEN. j) FOR INSTALLATION OF FIN FRAME WNDOW IN WDOD FRAME OPENING WTH TWO BY WOOD STUCS. USING M8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MN 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREws 6" MAz. FROM CORNERS h ZA- CC M X, BETWEEN SHIM AS REO D. AD-A CE.\T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 S1 WINDOW FRAME MAT_RIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL @ JAMBS. Z) USE LATEX CAULK FOR PERIMETER SE t'.AROUND EXTERIOR OF WINDOW FLANGE, 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARtS, 9) BUILD DOWN AROUND CL'P.VED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS, BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOVATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE I100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: v E ERA (zMIn/l110 MASTER FILE # 02 ELEVATION VIEWED FROM EXTERIOR d3—u-cz I/° .MAX, SHIM sPAGE TWO BY FP,AMING SHIM •S REO'0. / BY OTHERS FIN TroE / cgsME JAMB I' MN EMBEOMENT SHEATING BY OTHERS GLAZING (TYR.) CAVLK BEHIND FIN SEE NOTES Ex-10R FINISH BY OTHERS T I R yg INSTALLATION ANCHOR SCREW (TYP,) WINDOWWIDTH PERIMETER CAULK BY OTHERS SECTION 2 WrHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY' OPENING " OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK OrvCRETE OR MASONRYOPENING BY OTHER EXTERIOR FINISH BY OTHER / PERIMETER CAULK J BY OTHER / FLANGE TYPE HEDO- FRAMEDER WNDOWHEIGHT EXTERIOR FLANGE TYPE NDOW FRAMESILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR 3/16' CIA . TAPCON BUCK WIDTH I //IN EMIBEDMENt SHIM AS RE O'D FLANGE TYPE 1/4-SHIMSPACEu4x. SHIM AS REO*D. SEE NOTES) Q ( SEE NOTES) WNDOw FRAME JAMB Q CCONICREIE OR MASONRY OPENING Q 1 I/1- MIN, ENBEDMENT BY OTHER 1 INSTALLATION ANCHOR 1 J/16' DIA. TAPCON PERIMETER CAULK4 BY OTHERS CAULK BETWEEN 1/4 WOOD BUCK & uI AXSPACEX. vnNDOW WIOTH -.- MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISHBYOTHER WOOD BUCK eucKHEIGHT SECTION 2 ANCHOR (TYP ) 1Rfl H J aK HI c;' L 4 PRE CAST SILL BY OTHERS CAULK BETWEEN WANOOW FLANGE PRE CAST SILL NITH VULKEM SECTION i 116 ADHESIVE CAULK OR SCHNEE - MOREHEAO 8500 ADHESIVE SEALANT NOTES ICHT 1) SHIM AS REDD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2 ) WINDOW :RAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL a) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION, 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKN E IS .MAY VARY PER THE REOUIREMENTS-OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. B) 0 R A WING APPLIES TO INSTALLATION "'O< FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 16 CIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINT-1/4 EMBEDMENT INTO SUBSTRATE T LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY 10 TAPCON LOCATIONS. 10) INSTALL 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/ MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE 1APCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANT17Y LISTED WATH NEXT LARGER SIZE. 0 F' 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART 1) SHIM AS REDD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2 ) WINDOW :RAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL a) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION, 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKN E IS .MAY VARY PER THE REOUIREMENTS-OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. B) 0 R A WING APPLIES TO INSTALLATION "'O< FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 16 CIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINT-1/4 EMBEDMENT INTO SUBSTRATE T LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY 10 TAPCON LOCATIONS. 10) INSTALL 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/ MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE 1APCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANT17Y LISTED WATH NEXT LARGER SIZE. 0 F' 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF EXTERIOR INTERIOR 40 110 RE O.D. IN FRAME WIDTH/HEIGHT HEAD JAMBS 24 x 12 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 35 x 48 40 40 H,K A.G . 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,I( A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,0 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A.G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 H,K A,B,C.D,F,G. l CENTRAL FL ORL A B. O. A. F. WINDOW MANUFACTUR1ER NAIE: WIDTH ELEVATION 424 LER4L-rVt' VIEWED FROM EXTERIOR MASTER FILE # 8 IDOL W. Cro* id.. Ccn MB 0 7M • P.O. Be[ amn • Com. TT 753E1 INSTALLATION DWC. MASONRY W/ ONE BY BUCK SERIES 1480 MODIFIED HORIZONTAL SLIDER WINDOW 3/2C3/C' I GEv0027 f.•+[ o 4.. Mcal..[cnwz• ca .:]o .rtM.. r.v... •.. a. [ .]a. •[.. w., ,ona:. ]: 1.4 c[ t 11 ro]-c]<f — I.." 4c 2A. SH EATH,ING BY OTHER 8 SCREW :NSTALATION — ANCHOR (TYP.) Ex TERIGR FINISH BY 07HER$ EP.'UETE- CAULK BY CTIHER F:N TY=E VCNOC FRAME HEADER f XT RIOP. CAULK BETWEEN FIN SHEATHING 2 x FRAMING HEA ;:NG Bl OTHER 6Y OTHERS MIN 1 MAX. J CAULK BETWEEN SHIM AS RED*[) SHIM SPACE SHEATH1rvG t FIN BY OTHERS J EMBEOMENT 2 X FRAMING SEE NOTES) ET OTHERS FIN TYPE 1'MIN. 1/4' MAX VAMB FRAME EMBEDMENT SHIM SPACE JAMB I T p8 SCREW NSTALATION UI ANCHOR ( TYR.) 6HIM AS REO D EE NOTES) VnNDOw VnDTH --. EXTERIOR FINISH BY OTHERS wmlDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS FIN TYPE SECTION 2 FRAuE/ It NDOW/ 76" MAx.( TYP). — II E OUALIer SPACE fi" MAx.(TYP) SILL STOOL BY OTH_R 1/4- MAX. 8t OT-+OTE TER CAULKSHIMSPACEER SHIM ASREO' D B SCREW (SEE NOTES) IN S'ALATION WINDOW ANC:: -OR ( TYP.) 2 %FRAMING Ex HEIGHT 6Y OTHERS FINIS- SOR BY C-HERS CAULK BETWEEN WINDOW FIN SHEA HING SHEATHING BY C HER 1" MIN. EMBEDMENT SECTION 1 GE:: ER: NOTES: 1) S-%' AS REO' D, ADJACENT TO EACH INSTALLA7*1, ANCHOR WTH LOAD BE -RING SHIM MAX ALLOWABLE SHIM STACK TO EE 1/4', 2) VJ:.JOW FRAME MATERIAL ALLOY 6063 3j U=E LATEX CAULK BEHIND WINDOW FIN AT HEAO .SILL k JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROJND EXTERIOR OF WINDOW FF AME. 5) G_- 5S THICKNESS MAY VARY PER THE REOUP.EMEv TS OF ASTM E1300 SI',GLE GLAZING IS SHOWN, INSULATING GLASS 13 ALSO QUALIFIED. 6) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME MN"Ow IN WOOD FRAME OPENING TWO BY •W!)O0 STUDS USING 099 w DIA N A: 8 SCREWS OF SUFFICIENT LE\i'H TO PR -VIDE MIN. EMBED $V6$TR:'E. 7) IF --CT VANO2W SIZE IS NOT LISTED IN CHART. ;SE A\CHOR CUANTITY LISTED WITH LARGER SIZE, 8; GE'• E;AL ALUMNVM'S 1190 SERIES HORIZONTAL S'.DE=.S SnOWN, THIS PRINT ALSO v _ES TO T- E 1980 INSULATING CLASS HCRIZO:::AL 5_DER SERIES. COVPARATIVE ANALYSIS & ANCHOR QUANTITY CHART wmDpw 9ZE DESIGN PRESSURE 8 SC?Ev5 FEO D. 099 NAS REO'0. INCHES CAPACITY IN PSF IN FRAME IN -RAM-1 WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 1 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 35 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 z 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 ELEVATION VIEWED FROM EXTERIOR`', rX oA+ I s,V Gkq LENT AL 110iUDA B. 0. A. F . MANUFACTURER NA,: 1001 V. GwbT YG • Ca,,,mM n 75008 • P.O. 8e, 519022 •O ku It 75381 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1980 MIDIFIED HORIZONTAL SLIDER DRN C-,0 —LE E6 N/A Or nra[4 DATE J'N N u9ER e. 03/11/02 I GEN-0023 1 INSTALLATION MULLION ANCHOR ANCHOR MULLION TYP.) BRACKET ANCH p BRACKOET - JNTRAL FLO C B.0. ACTR NAM: WINDOW FRAME JAMB TYP.) 8 SELF TAPPING v SMS (TYP.) 4 SUBSTRATE MULLION DIE NO. 1445 SECTION A -A v EXTERIOR ELEVATION of i i v a o o— v 1-7/8" SECTION B-B DWG NO: GEN70452 6 A 1> MULLION DIE NO. 1445 INSTALLATION ANCHOR TYP.) L SEE NOTES 2 & #3 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD 8c SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXASFAREA: IN VERTICAL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE NO. 1445 DRN: JS APRVD:.---- DATE: 3/17/02 SCALE: MAIL: — — — — DWG NO. GEN—O4S2HALF PREPARED BY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON 'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE' VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8OSM66 CA020122 FEB. 19, 2002 02-0217 to rf GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805M66 CA020123 FEB. 19, 2002 02-0217 DWG NO: MULLIUN ANCHOR ED BRACKET INSTALLATION ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A MULLION ANCHOR BRACKET 0 v ° a 0 SUR';TRATF V JLLION DIE NO. 14z16 INSTALLATION ANCHOR TYP.) i SEE NOTES 2 & #3 o v I-- 1-7/8" LJ - A iU3'ACTURER N r EXTERIOR ELEVATION_Q-.-HQRAL a MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C OR P SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1 -1 /4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DE T AIL EMBEDMENT INTO CONCRETE OR MASONRY, ALUMINUM TUBE MULLION,- DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DATE: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: —_-- DRN: JS APRVD: ---- FRAMING. WT/FT: __-- SCALE: HALF MATL: — — —— DWI+ NO: Gci,—'-=i PREPARED BY: PRODUCT ILIn VLUIl LUKV,. J V tni.HnAnunr.L Inn Ir -2 p S"HEATHING Y OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SNIn AS Rv,o'D SEE NOTES) CAULK BETvEEN DOG -LANCE S SHEATHING r.) ,j'..—r.-,.-wry S DA SLIDING GLASS DCOP._FRAME SILL INSiALLAT!pN ANC...CP 2 SC. E Tvp 31 vpOG Y OTHERS XI 5- r--- DOOR vIDTH j/<MAX, SHIM $rACE iN$TaLLAT!GN —C Hi..'< I Tv0 3r vOCD SC.:Ev 1-1/8 HEN BY OTHERS C. BY VGOil EMBEDMENT By OTHERS SLIDING GLASS COOP. FRAME --— CAULK BETVEEN JAMB (I I /I MOCK STRIP 6 HEAIH!NG r t/A MAX. I I SHIM SPACE ' V 1/8• HIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP,) DOORHEIGHT SLIDING GLASS DOOR SHIM AS REG'D. HOOK STRIP S-E NOTES) INSTALLATION ANCHOR a8 SCREV TEMPERED GLASS CAULK BETvEEN TYP.) DOOR FLANGE L SHEATHING PERIMETER L— SHEATHING \ CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-I/8' MIK EMBEDMENT NOT-: 11 DOOR NATCRIAL:.L-I— .SLOT 6063. 2) 18 INST.LLAT ION SCREvS MUST SC OF SUFFICIENT LENGTH TO ACHIEVE NIN '.NBCDKNT Or 1-1/8' INTO VOOD. TAPCON "It INSIALLATION A NORS AT SILL NUST BE OF SUFFICIENT LENGTH TD ACHIEVE MIK EM/CDMCNT Or I -I/.' INTO H.SONRT OR CGNCRCiL 33 INSTALL 'I ANCNOR CHART ON 3ACx Or THIS SHEET. USE SILICCN12C0 PERIL IC GAULX 9CHIN0 DOCBD FLANGE AT HEAD L —3S. 51 USE LIL ICONI ZED AC TLIC CA" rOR PER[ K TCR SEAL AROUND EXTERIOR Or COCR.; 61 IF C:K1 OCCR SIZE IS NOT LISTED IN .HONOR CHART, USE ANCHOR DU.NTITT LISTED vIT. NEXT LARGER SIZE. FCR INC APPROPRI.:E OE SIGN PRESSURE RED. D. T) rCR POCKET COOK SIZES USE CLOSEST 31P.SS DOOR SIZE L COKIGURATION :O rINISNED CPENING. B PLACE INST.LLA i.IOIP AS S.0— n .NCNOR aC RN REDDUNIRE.NENw p($TSTN C1300 GLASS CH.RfS. rR 81 GLASS THICKNESS MAT v 9) DOOR tu+li IL MPROv[0 USING TEHPERCO GLASS IN SINGLE GLAZED C,. INSULAIING GLASS 101 J..1 / SILL CJRNCRS .aC r0 3E ;E PLEB vIT. A SN-L PINT SEAM SCALER. 11) SHIN AS REC'D. Ai rA, SET FJ INS:.LLAIIDN .«CLAWS N x .LtOv.hC SHIN SIACF i0 x 1/.'. ALL IHSi+LLAiICN A•NC MOBS MUST 3E N.OE Cr C3.RDSICII•RE SIST— N.T EPIALS. 13) V-ERr •F• REPRESENTS NOv ING PANEL .ND •O' RCPRE SENT-, rl.EJ PANEL .PPRCvCD r CONrIGUR.TIUIS ARE AS L!STFD ON ANC.NOR C— T 111 JACK Or THIS SHOE i. EXTERIOR E L E ^ T i LJ,\I NOT ALL CA IG R-V L LISTED IPC vE .IL 'Ll ON THIi DR.viNG. NOICIER IxS: Vi1ON CWIGRTJA•. '1-3' L HGOX STRIP XTAIL APPLT TO IHSTALLAT1GI Cr ALL-IRUVEO 0 A 1-I/t' M:N. CON,F IIDA EXTRn . d 1 2 PANEL DOOR SNCVN IS) FLORIDA CETRAND ) S i R(Ci SLIDING GLASS DOOR iS SHOVN Tnl$ PRINT ALSO WP'-2S TO 2000SERIESANDS00SCRICiA A / • D J D LIBERALLT APPLY I CAiLK!NG UNDER SILL OR SET SILL IN BC !NSTALLATI^_N ANCHOR 1 .. Or C_NCRETE 3/16' DIA. T- CON III/•/%/ SECTION A -A Ft 12002 EM BC rnC NT A 3 I DESCRIPTION DATE INI F L O R I D A EXTRUDERS SAN' n=;D FL. TITLE. SLIDING GLASS DOOR INS i ALL.—. ION \./ T T H =8 SCFO'S DRAWN BY- " I APPROVED BY: I I ATE: !2:'.';T,; ISCALE: NTS IDWG %,=:7 CDNCRETE OR SHIM AS Rf'C'D MASONRY OPENING Sr.- DOTES) 2T 0-1 nERS CAULK EETVEEN DOCK FLANGE L VOD BUCK CAULK ETVEEN PERIMETER DOD MAS-Y. BUCK L OPENING CAULK bT Br OTHERSOTNERS STUCCO BY CTH.ER INSTALLATION ANCHOR 1:8 SCREW (TTP. VHERE — YAP CONS ARE NOT REO'D-) SLIDING GLASS DOOR FRAME SILL INSTALLAIION ANCHOR 3/16• DIA. IAPCON INSTALLATION ANCHOR R9 SCREW (TYP. WHERE ONE BY WOOD TAPCON, ARE NOT REC'D.) PUCK BY OTHERS I/A' MIN. EMBEDMENT A' MAX. D SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.)' DOORHEIGHT D LJl J 11 _ L II IIIc D P I Q EMBEDMENT jl p 1 Q A U A D SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS T YP.) PERIMETER CAULK BY OTHERS S.G.D. VIDTH t I/• MAX. SHIM SPACE I I/R• MIN. EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN SHIM WOOD BUCK L HAS'Y. OPENING BY OTHERS AS REO'D. I(SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q / CAULK BETWEEN _ DOOR FLANGE 6 WOOD BUCK d` CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OP. M:.SONP.Y OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON DING GLASS DOOR HOOK Q HOOK STRIP ' Q I 1-1/6• MIN. EMBEDMENT Q / 1 tC L CAULK BETWEEN WOOD BUCK L MAST. OPENING BY OTMCRS CAULK BE7VEEN HOOK STRIP 6 WOOD BUCK Q ONE BY WOOD BUCK By THERS STUCCO 7 BY OTHERS VAJT1i U _ P4j0kUFJd B.O.A.F.TEMPERED GLASS SECTION BUFACI'URER ( TYP) I- r 1 • SLIDING GLASS DOOR c+ X In INTERLOCK MASTER FILE# HOOK STRIP DETAIL U DOOR MATERIAL- ALUMINUM ALLOT 6063, 2) TAPCCM TYPE INSTALLATION ANCHORS MIST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENT OF 1-1/.' 1.10 M.SD.RY OR CONCRETE. D) ALTERNATE IAPCON INSTALLATION ANCHORS FRONT TO BAC. IN ALL FRANC EmSERS. IA CON ANCHOR CHART DM BACK OF THIS SWEET. S) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT .CAD L JAMBS. 6) USE SILICONIZCD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EKT ERIOR OF DOOR 7) IF 1XAC1 DOOR SIZE IS NOT LISTED IH ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR INE APPRO RIAG TE DESIGN PRESSURE RE 0.]X B) FOR POCKET DOCIR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPCHIN r PLACE 1APCDNS. 1N FRONT OF HOOc STRIP AS SHOWN. 9) GLASS THICKNESS NAY VARY PER REDUIREMENIS OF ASTM C1200 GLASS CHARTS. 101 ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOLLD BE FILLCD W11. .6 Si REVS I DF SUFFICIENT LENGTH 10 PROVIDE MIN -KB' EMBEDMENT INTO WOOD BUCK. 11) DOOR WIT IS APPROVED USING TEMPERED GLASS IM SINGLE GLAZED OR IMSLLAllr4 GLASS. 121UAMB / SILL CORNERS ARE TO BC SCALED V1IH A SMALL HINT SEX SEALER. ID) SWIM AS REO'D, AT CA, SET OF IN I T ALLATION ANCHORS. A. ALLOWABLE SHIM STACK TO BE 1/4•. 1•) ALL INSTALLATION ANCHORS HOST BC MADE OF CORROSION RES:ST.MT MATERIALS. IS) VHE RC ' REPRESENTS MOVING PwEL AND '0' RCPRESENTS FIXED PANCL APPROVED CONFIGUR. 110nS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHECI, 161 NOT ALL CCNFIGLNAIIONS LISTED .HOVAR E CSHOWN ON THIS DRAWING. HOWEVER IN:TALL.TIDN E xTERIOR ELEVATION OC SECTIONS —A• -B-B' L HK STRIPAP DEI.ILPLYTO INSIALL.IION OF ALL APPROVED 2 PANCL DOOR SHOWN CONFIGURATIONS. II) INSYALL OHE T PCON IN EACH P.iR Or FACTORY .PPLIED INI-ALL.TION HCL E$ tmLOSi NOTED OT HER VISE ON ANCHOR CHART, IEC B.C. OF THIS SHEET. I ILDRIDA EXTRUDERS 1= SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSD APPLIES TO 2000 SERIES AND 500 SERIES. L13ERALLY APPLY D I CAULKING UNDER SILL \ REVI DESCRIPTION DATE INI F L O P I D A EXTRUDERS INT. INC. SANFORD I ORSET Sill IN BED CF CONCRETE INSIALLATION ANCr. OR 3/16' Di A. TAPCON I TITLE: SLIDING- GLASS DOOR SECTION A - A I I INSTALLA T ILN WITH T APCONS DRAWN BY: B3 APPROVED BY: TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO a6 PSF' TO 61 PSF TO UP TO 46 PSF TO 61 PSFTO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, x0 60 X 80 3 3 3 4 4 4 3 4 4 6068 Xx, OX, x0 72 x 80 4 4 4 4 4 4 3 4 5 8068 xx, Ox. XO 96 X 80 5 5 5 4 4 4 3' 4 5 10068 XX. Ox XO 120 x 80 6 7 c ) 4 4 4 3 4 5 I I I 6080XX, OX, XO 96 X 96 5 5 5 5 5 5 10080 Xx Ox x0 120 x 96 6 A 7 n) 5 5 5 4 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, X 72 X 120 4 a 4 6 6 6 6 7 8 80100 xx. x x 96 X. 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 a a 3 4 5 12068 OXO 145 1/8 x 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO 191 1/8 X 80 8 11(D3) 4 4 4 3 4 5 9060 OX0 109 1/8 x 96 5, 6 5 S_ 5 4 6 6 12080 OXO 145 I/8 X 96 7 8 CD1 9''S 2 5 4 6 6 15080 OXO 181 1/8 X 96 8 5 5 5 a. 6 6 90100 OXO 109 1/8 X 120 5 5 6.;:^ T 1 •':_6-.. 5;;" t DI) 6 I 8 1 0 120100 Ox0 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 906e XXX 106 5/8 x 80 D 5;,.-,-- - 6--.-- ". 4 • 4 - 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 . 4 4 a 3 I 4 5 15068 xxx 178 5/8 X 80 8 i a 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 5 5 4 6 6 12090 XXX 142 5/8 x 96 7 8 (DI) 19 (D2) I 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 D3) 13 5 5 5 4 6 6 90100 xxx 106 /8 X 120 5 g 6 6 I o I 6 I 8 I t0 00 xxx 142 5/8 x 120 7 n 1n (n') 6 6 7 6 8 10 10068 OXXO 119 5/e x 80 6 6 7 D,) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 'DI) 4 I 4 a 3 I 4 5 16068 OXXO 191 5/8 X 80 9 10 <DI) 12 cD3) 4 4 4 3 4 5 10020 UXXU D/b X 7o b 6 7 (DI) D 4 b b 12080 OxxO 143 5/8 x 96 1-191 17 8 cDll 9 cD2) 5 5 I S I 4 I 6 I 6 16080 OXXO 5/8 X 96 9 c m) a(05) 5 5 5 4 6 6 100100 OXXO 119 D/8.x le0 6 6 7 (Dl) 6 6 7 c0u 6 8 C 160100 OXXO 8 X 120 5/8 7 I I I 7 (Di) I I I I60100Oxx 1.1 x 120 19110 (DI) 13(04) 16 (D7) 6 6 i (Di) 6 8 t0 10063 XXXX 11i 1 /4 X__n J 4 12068 XXxx 1141 1/4 X 80 7 7 18 (DI) I 4 I 4 l a I 3 I 4 5 16068 xxxx 199 1/4 X 80 9 (D1) 10 cD2) 12 (D4) 4 4 4 3 4 5 10080 xxxx 1 1/a x b 6 7 (DI) D D D 4 6 2080 xxx,X 141 1/4 X 56 7 I e (DI) 9 <D2) 5 I 5 15 I 4 6 I 6 6080 xxxx 189 1/4 X 96 9 cDU a) 1 Dj l5 5 5 4 6 6 00100 XXXX l7 1/4 X 120 6 I 6 DI 6 8 0 t20'. o0 xxxx 1=1 1/4 x 120 7 16S <D v. 16i 176 6 17 71D1 6 I8 Il0 I60100XXXX1891/4 X 120 0 CD2> 11 fin.) t 6 I 7 <i) 0 E r FC 2 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'Dl' THPU 'D7' DESIGNATES IN WHICH SIZE Z CONFIGUP, EATIONS TWO TAPCONS ARE R E O' D. 2) ' DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) " D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) " D5" MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) " D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 2 SILL SHOULD BE PRIORITIZED AS FOLLOWS A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD S' SILL. S SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C LOCATIONS IN HEAD 6 SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN. JAMBS. B: SECONDLY, AT EACH END OF JAMS NEAP, HEAD S SILL CORNERS. C LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A 2 B. r— n n EXTRUDERS fLLf\ L n AINT. INC. SANFuRD. FL. 7 1D SLIDING GL-SS DOOR TA? CON GL-SS CHART 01/, t/0? GA. 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.00011 758 705 705T 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4A f7, FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009. 897 897 897 897 30.000 587 478 459 459 459, 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 Q/ - MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLI N ANCHOR BRACKET SEE NOTES -1 2 & 43 D ° MULLION DIE NO. 1447 _ __ 1 iT FL B. G...' AC R.ER NAME a MULLIONi n . _ _ .DIE NO. 1447 WINDOW--/ FRAME HEAD OiA STER FILE # 6 TYP.) SECTI N B-B DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) 1-7/8" a D I SUBSTRATE 1-7/8' SECTI N A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16, DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING. P B B 4) MULLI N ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, s CARROLLTON, TEXAS TITLE' FIN H RIZ NAL MULLION INSTALLATI N DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 EXTERIOR E E V A T I N AREA- DRN. BB APRVD, DATE' 3/17/02 P T VT/FT SCALE HALF MATL _—__ DWG NO GEN-0453 1G o(o"hni`irt Trr.m mmmm nr,r fnRP 250 INTERNATIONAL PKVY., HEATHROW. FLORIDA 32746 PHONE 107-805-0365 FAX 107-805-OJ66 L GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM 4 ti FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CM20040 12Jan-2002 01-1201 uwu rill: 0450 MULLI( ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUN DIE NO. 1448 SECT ON A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v ° SEE NOTES 2 & #3 Ia vMAN UFACTURER Nj° EXTERIOR ELEVATION QA1A-:- MASTER 4 .q r MiNc iM ENOTES: t 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG -AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON; TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA- l EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: JS APRVD: - - - - 3 SCREWS OF SUFFICIENT LTH. TO A.CHIEvE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. wT FT: - - - - SCALE: HALF MATL: DwG N0: cEI:-c=;o PREPAPED BY'. PROOuCT TECHNCLOCY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 107-805-0365 FA% GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427F 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 3.78 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 I 1. TESTED IN-ACC6mNZE WITH STANDARD BUILDING CODE, O-IAPTER 17. TO A POSITIVE MD NEGAT IVEN37.5 PSF. 2. D.194 NABEF;S REPRESENT VARICLIS SECTION HEIGHTS. 3. 1". SECTION 7' WCH DOOR SHUML. 8' HIGH DOORS HAVE FIVE SECTiO•S'. 4. SECt16N ME IORT OF 20-812. 19.00 A 16.75 ARE AVAILABLE AND I.AY BE L56D IN CM61NAT ION TO AOIIEVE VAR CLJS IE ICHI DOORS. - 5. D.BD6.5WW PATTERN OF 14.50 X 2C.375 9HO4H. ALTERNATE PATTERNS OF 12.50 X 43. 375 AND 12. 50 X 20-375 LNY BE 115ED. 6. TORSICV SPRIMM SHOr". EXTENSION"SPRINCS AVAILABLE-- - - 7. USE THIS BRACKET. REF. P/N 405964-0002, ON 8' HI C4 DOORS ONLY. PANEL a. WINDOW NAY BE ITSTALLED IN THE TOP SECTION OR THE SECT ION SECTIONIM. EDIATELY BELOW THE TOP SECTION. 2' X 6- WOOD J" 2' X 4' WOOD JN,9 OR EWIVALENT P/N- 405964-0001 1/4' TRACK BOLT 5/16 X 1 3/4' 5' REF LAC SCREW 1 DETAIL 'E" SCALE: 148 1 DUE, 9. THE STRUT PLACD.CM ON CjCFt5 CCNS/A TRUCTED WITH5ORRESECTIONS 1A)ST BE tnru C04SISTENT WITM TIE DOOR 9 N. THE STRUTS FCR.TFE ADDITIONAL INTE T ER E L B RI SECTIOLS ARE ( 0 BE PLACED AS 9i0A1R ON THE THIRD SECT ION. t.{ 10. TIE STRUT ENT T PLACD.DIAE7SION ON ALL SECTI01S LESS THAN 20.512- - REDUCED BY TIE DIFFERENCE BETWEEN Tr£ ACTUAL SECTION FEIPNI ! 20.512'. 11. So" PM 605911_0001 IS A 1/4' DIA X 5/8' LONG TYPE AB HEX HEAD I-ETAL SCREW 12. POST TO 13E INSTALLED ONLY. MEN HIC)I WIND WARNIPGS ISSUED. 13. STRUT PLACMI NTS CAN VARY 13'. 14. O% NIITY FOR LOCKS CAN BE 0, 1, CR'-2.TRACK I END HINGE 93 - 000 n VIEW - D- D' 2' TRACK 049 THK ( VERT ICAL) DU SECTION "C- C" 3 116 r ^2• X 6• WOOD JAA9 2' X 4• WOOD JN.9 'D'1"--'E SCALE: 1/2 OR EQUIVALENT. JOR I ZCNTAL TRACK C[XJNT EI7HALANCE I 2 ISPLICE IN HORZCNTAL TRACKAT407605-OOD4-, TOP DF RADIUS TYP 2 PLCS 40482B-0003 D" TYP 2PLCS STANDARD TRACK DETAIL FOR 16' °V"' 0063 4Da828 SCALE: 1/16' - 1' SERIES 180 TFRU 289 ARE EOUIYALE74T CU'JSTRLCTICN 25CA STEEL SERIES 180 ARE. SAAWE CaslSTRLCT1CN AS SERIES 280 ONLY 24CA STEEL AM ETD CAPS DOOR TESTED WAS 281 SERIES. _ DOOR W19TH CENTER STILE END STILE i1 a 514FT- BWL i STRUTS/SECT. ROLLER YERTICAL T GAK',E JALBLOADHAFOMARE R/ PER FT - HT) TO- 3 SINGLE TES HSI HSO 2' X7116' 049, 00 STD.. OPTIONAL WINDOW DETAIL SCALE:3/32 16'-0' MAX. WIDTH - SCALE: INTERIDR ELEVATION K Orw soot r4o..eA arW.alrs a t.n .'a f fQf YK rrtsmt . wOK1r/ sOt tasaarrw _ rA na nrasePaaaeacrataaamr HO YRY Wn R ItAtO Oat, sow ere, ac anmm a ub Ie trsAmlra naa® ramr R11tAIlK (1t0 ' wrs s.otalo mt te v.,ror wlo.r KRNw,K. ENTERSTILEN 408680-0004.5.6 a 3 PLCS) 061601- 0000 <11 muwrt s•N t 7/8" THK. SECTION 'A -A' SCALE: 114 I DESIGN`LOAD 25 PSF ± TEST LOAD z1. sa® (7•- 0- SHOVM) 37.5 PSF ± 4 8 -0T tAex. IE I p TT 21.571 4, t2' twc eua N. 7pNLS 01/ 11/ sot. N/A DAVID. FAW 02/t9/ NONE r EACH DAVID rFA)V '02/19/ JI . attwa t a4r: •::.. SERIFS5T INEft E WVIDTH,N'CAD'-9' OLIO NC19 0575 ANC4-5/1R W/ 4-516 X 1 314' 0 LAG SCREW 6.04 P/N 409328-0001 PLATE.HASP t 1 STRUT , I 1 0 l DOORSECT ION 0 1 I 2 7/i6 Iw- 106 fH(. 2 =}n2 0 0 070 MIN P/N 401199-0001. TOP FIXTLRE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 It/32' 091 MIN 0 0 3 9iLfi O o 0 0 2 7/16•— P/N 405771-XXXX 00T. FIXTLRE FOR t60/280/290/390 SARI ES AT TAG4 TO DOOR WITH 3 SCREWS P/N 605911-0001 0575 - 2 9/32 REF + t—,.070 MIN 0000 0 0 O 0 O00 O O 7/16 6.00 PM 407603-0001. CENTER HINGE 0 0 STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS PIN 605911-0001 PM 409331-0001 PLATE. FLOOR LOCK 1/4'-20 HEX NUT 1 00 ISECTION 7. HICH4DOOR ELEVATICN T ASSY SFO WING FLOOR PLATE PM 409326-)O= PCST ASSY, VERTICAL r2,765 756 DIA 10 3.00 .375 (DIA P/N 608069-0001 PIN 25 LETJ;TH DOOR WIDTH - 1'y 1 7% 5/8 MIN TW P/N 400650-)O=. ROLLED HS-X STRUT PART T43.6ER IN. TFK STR-U7 400650-0001 030 tfi-1 400650-0004 020 F6-0 0 0 0 O 2T1 D J 4 5/8' 000 P/N 061601-0000000. SLICE LOCK ASSY 11 3/4• 4 3/D' 1 3/4•" 0703MI • H• F I o O2• a O CO D• a I to6 M4N log MIN-4- 000 3 3116 O P/N 405964 i 046450, ElRACKET. SCAR P/N 405964-0002. 134AO0=T, SCAB JOINT i O 0 PART. NLA6EJ4 L-/• P/N 407605-XXXX. ETD, HINGE 405964-0001 O46450-0003 3/4 4- RE510. STEEL DOORS PANT AlA6ER K 407405-00ot 45 SCAB BRACKET DETAILS 407605-0004w76os-coos 4o7eos-coos 110 1.15 1.00 4 . 58-+j T— t.80 R 4,Ev' C`rrF cc....a _ ATTACHS TO DOCK WITH4SCRAMSP/N 605917-0091 i_1lUJ wi -44 . 44 P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 1.9S. AMX. r MJSH2OOA WAD 6:25 t.25 tr• .187 REEF AGNJT - O O O I O 0 4. 00 O TS I O 375 D I A 4 HOLES P/N 408679-0001 LINK P/N 408876-0001 SLPPMT OCR PLATE s >re. w w w wo m.oa ry nwm w.«. m®. am. w.a i arMs 406794-0001, 2.3 TER STILE STD O4 180 SERIES P/N 403680-0004.5.6 -_ NOT -.REa' 0 Cf1-280. SERxIES-- - ---- --- w c 505911-0001 OR - - 605879=0001LSELF- ORILLIT- SECTION STEEI SIRlTS 18, WIDE' DOORSI d WA RIF 280 ! 160 ' ow 31 8 RESI STL OR 16'-r MAX. IDTH.WIPOL6Z02/19/ 13 - 409335 3/ .1 . 1-21 aA k i FACTYYiiSSS111111l7Yjc r ---- HERMA OTRU® CLASSIC CRAFT' OUTSWING"SI/XXE AND DOUBLE W/3 WiOUT SIDELRES. INSULATED FlBERaLASS DOOR WITH woOD FRAME& BUIS PRODUCT ILDING CODEIS DESIGNED4 EDITION FOR MLAUI DADSOUTH FLORIDA COUNTY - WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TD THE STRUCTURE PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ONDETAILS. ANCHOR EMBEDMENT TO BASE MATERUIL SHALL BEBEYONDWALLDRESSINGORSTUCCO. DESIGNED PRESSURE RATING SEE TABLE PAGE I. THIS PRODUCT JMEj$ THE WATER REOUIREMENTS FOR MIAMI-DARE COUNTY WITHTHEUSEOFTHEHIGHDAMBUMPTHRESHOLD- SEE THE DESIGN PRESSURE CHART BELOW. MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. SIDEUiES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. __ J r r u 0 or ne " min. thk.. Sidelite Sheet: 0.07 min. thk. with yield strengqth Fy m .)=y.000 Si Core design: Polyurethane foam core. withl.9 lbs. d t b SAS Pbnel Con ion: The panel skin is constructed from o 0.095' thk sheet rr a-7d impound 9ICJ The interior covilya filled with t9 ltrs density BASF ppoolyurethane foom The panel face sheets are glued to the wood slilgp and roils• The latchandhingestilesareLAorLSLThebtchstilewhichis4.03 X 1.47 is the latch reinforcement. The top and bottom rml are of a wad c= inateriaL In the double door application the inactive doors Fitted with on aluminum astragal of 6D60- T6 olby. Frame Construct on_ The frome is constructed from Finger jointed P wide x 1. It thick The header is joeed to the side jambs with (3 j8 x 25' Philips Head W Scmnm Tile U reshdd a to side jambs wath (1 16go. t crow x 2 long SWPIN at each side. The md6ons are together m a SideGte app6catan using {8 2" long PFH Wood Screws (6) screws r eoah r r ydon the arils uses on Oulsnng Bump thrcslxiMmeasuring4.615 x . SMC Lip Lite - CN sue is T7.5' wide x 50.19' high secured wwJ(Tb B x 1.75' Phillips Pon head Screws. The forme are sealed with sr7icore counting (Dar 795) to siddde panel and to the gbss WeRe Glazirg WC Lip Lite with the yield strength Fy(min.)= 6.200 psi @ TUC Up Lice with the yield Fy(rnn.)= 4.674 psi - oA size is 9.65' wide x 65.65' wide secured w 16) 8 x 1.75' Phillips Pan Head Screws. The from are sealed with sircone caulking ( Dow 795) to sideffte pond and to 0e gloss. Integral Flush Glazed - The sidenta sash face ponds ore molded to receive 7The olasa. s atfochedtofheside6tefacesheetswithsiricunsoozingTABLEOFCONTENTS SHEET jE DESCRIPTION AK. WPALL WIDTH 36" MAX PANEL WIDTH I 11, 11 105.5" MAX. OVERALL FRAME WIDTH 36.625" MAX PANEL WIDTH W/ ASTRAGAL D J t x t d= Z t t.oa 24.5' t o w rW- CL 24.5' t o t x x z MAX. w MAX. If D. LO. o t (TYP.) a_ p (TYP p z rn 9 p0 d o c Go INAGI!! E actM o Y/SIDELITES OLt15WING UNR SINGLE 0 NG N OPTION n W/ SURFACE BOLTS SEE DETAIL 'A' SHT.3 74.5' MAX. OVERALL FRAME WIDTH 6B 5" MAX. OVERALL WIDTH r36.625' MAX. I MODELS PANEL WIDTH -1 R L2.4_ j5' f.- FROM INTERIOR.L.O. W ASTRAGAL 7 t 3 o 24. 5' o z :3 x MAX. F = Lu p (TYP-) J p o o t3 a O X a in Mn t O . F as to I_ SING" W/ sl fTES OLRSWING UMT DOUBLE OUTSWING UNIT OPTION 11 W/ SURFACE BOLTS SEE DETAIL 'A" SHT.3 DESIGN PRESSURE RATING OPTION I W/ OUT SURFACE BOLTSJ 47.0 PSF -47.0 PSF WITH SURACE BOLTS + 70.0 PSF -70.0 PSF OPTION II WINDJAMBER II ASTRAGA 15.5" MAX. C) > FRAME WIDTH H cV 13.9375" MAX. WIDTH O O '0 I 7.125" MAX. D.LO. CC Z O n g LO WIDTHLIPLITE V Lei 00 7.0' MAX. D.LO. WIDTH INTEGRAL LITE Lit O i O^ TYP. FORHO 3 Q CO BOTH SIDEUTES) n c0 E 15. 5' MAX. FRAME WIDTH 13. 9375" MAX. 7.125' MAX. D.LO_ WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 513. 654.3531 N.T.S. er: WlN er RW iwc rr0: 5- 2161 r 1 or 9 I L r c , I a i 2m 6 W O y i0 i Z Y 8 I i:Er6 1AIN. O PANEL THK 29 . SEE GLAZING DETALS• 1 2 OLRSWING ODOR PANEL W/ HIGH DAM 2 OVTSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TALC 1: tI\ J C.L 1 11''TIC11:C1::YL. cJJc `Yo LL' 13 e cV 16 o O ao n 2 17 !WLOLO 3 SSHT4 F- O O D O W _ 1.68' UN. ° d n PANEL TFIK o O o O° 42 O o x isW SEE GLAZING GD DETAILS a EXTER! 04TER6 49 y 00 E 00,9 O N 1 20 o O O 42 c O ° O 34 1 1_ 3 9EEHr( S. 52 SEE NOTE 5 SHT. 4 CROSS cECTION V OUTSWING SIDEIITE PANELTHECROSSSECTION1S SHOWN W/THE CLASSIC CRAFT' nksH mAZED a 3/4' mA55 513.684.3831 L 11 5/Oi L ws G. er: WLN c ff RW KING NO.: S-2161 rcn 2 or S ASTRAGAL. RETAINER BOLT 8.0' LG. TOP BOTTOM (2) BOLTS x AT TOP & (2) AT BOTTOM s m m INACTIVE SEE NOTE 2 SHT.4 1.15' MIN. EMB. 18 25" MAX. SHIM - 15- MIN. C-SINK 1 EXMIOR N Y 43 ACTK W 0 49 in':_ m7d 1 e e f • o to O p0 C7 36 NOTEx 8 '''' 34 SFi4 y 1 6l12B 16 17 INTER B 3 1 el rR cFCT10N 3 O SIOELITE TO BUCK 3 O ASTRAGAL . OPTION 1) y e JmW J m 1 p QO a 45 1 OOo O v pE7AlURFOPTION0SURFACE BOLTS) L. JT? AgESHT4 HO. 1: f•. T. 1--1 J:. ; aA1Y 0 MULLION3O MULLION jz d684 pIC 31 01SLNW61r 9 i 25" MAX. { SHIM SPACE i • .15" MIN.. I H Rf NT R C-SINK 4 LATCH JAMB TO BUCK a...• . 1. IS' MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED .TO RECEIVE THE INSULATED GLASS. THE GLASS LS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3". 5. 18.25". 40.5', 59.25. 74.25. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) f8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0'. 79.75. 33.5. 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MUWONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4' SCREW. B. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1.x 0.04' Dal WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' O.C. v2 IV J U W W H O EXTERIO 15' MIN. 2 7 C—SINK 4 HINGE JAMB TO BUCK, 1.15' MIN: al EMBED. 34 1p 33 35 a SEE NOTE 9 THIS SHT F. 2s' MAX* SHIM SPACE SEE NOTE 7 SHT. 4 1 LLL H R NTA RO CTIO 4 ® STRIKE JAMB TO SIDEUTE O> N O 00 O v7 O °j ZOLU00O O n a= th pO OUZ a z9n Noz o rr t= V 2y NIS WLI er RR m wa S-2161 r 4 or LLL H R NTA RO CTIO 4 ® STRIKE JAMB TO SIDEUTE O> N O 00 O v7 O °j ZOLU00OO n a= th pO OUZ a z9n Nozo rr t= V 2y NIS WLI er RR m wa S-2161 r 4 or SEE DETAIL SHEET 5 6. 6• 6 3. 3 3" 3- 6" 6" 3" 6" 3" 3" 1 II II 1 N A I II II 13 13 T3 TYP.. = TYP TYP. SEE DETAIL SEE NOTE 3 SHT. 4 - SEE NOTE F' SHT. 5 SEE DETAIL 6 SH% 4 E" SHT. 5 SEE NOTE - TYP. SEE DETAIL G" SHT. 5 6 SHT. 4 - TYP. SEE DETAIL 31SEE NOTE H" SHT. 5 0. TYP 4 SHT. 4 ro• 52 B 5] s1 - sz 1 1 TYP. 1 7 3" 1 TYP. f- 3 3. 6" 6 6 Q O of p co 2 I 6 1 6" a SEE NOTE 3 SHT 4 Qm z O :7 Lyj u W , o I 1_ Tj 3 Q C a O1M 3 13 mr, v TYP. n N n In Z SEE DETAIL N SHT. 5 of a nw o mm -' a In) TYP. a Zp SEE DETAIL G" SHT. 5*k C' •C• TYP. j 6- 6" -•i F'- t SEE NOTE Zo 4 SHT. 4 SEE DETAIL 7H' SHT. 5 INti FL DOOR DOUR_ F DOOR W/SIDUM 1 DRILL THRU FOR 1 A 0.357' BOLT DEEP NOTE. o ENOUGH FOR A 2'' o USE ITEM 113 A 18 x 2 1/2" PFH WOOD SCREW TBOLTTHROW. ATTACH THE STRIKE AND DEAD13OLT PLATES. TO THE SEE NOTE ,IAMB OR ASTRAGAL EXCEPT IN THE MULLEDSEENOTE 1 THIS SHT e 7 SHT. 4 0 13 43 STRIKE BOLT APPLICATION WITH THE SIDELfTE USE ITEM 143 A 8 .654- INC 2' PFH WOOD SCREW. 813.684 7831 43 37 11 DETAIL oac 11 5 01 O RETAINER BOLT HOLES saw N.T.S. 10 SURFACE BOL7 OPTIONAL SURFACE vac yyW BOLT STRIKE PLATECENTH j DL7NL.-- STRIKE PLATE lJ ®A Be o JL $ e w NO - ASTRAGAL RW STRIKE PLATE 13 43 10 do OPTIONAL SURFACE SEE NOTE / / ( IRER N 5-2161 nrreu •c• BOLT STRIKE PLATE - - THIS SHE - DETAIL I MA `I J AC _ 1@i SNEFr 5 av 9 SEE DETAIL 'T" SHEET5 41- 6 3" 3' D 6 3' 6' 3" -{ 36 63' _ l 6- 3' 1 I 1 I I I I I I I 73 TYP SEE NOTE 4' 3 SHT. SEE NOTE SEE NOTE SEE DETAIL n 3 SM. 4 6 SHT. 4 r SHT 5 NTYR_ 13 n. a F SEE DETAIL G- SHT 5 N SEE DETAIL E' SHT. 5 SEE DETAIL 13 TYR J' SEE DETAIL E' SHT. 5 N TYP. H' SHT 5 SEE DETAIL G' SHT. 5 K" K" TYP.- M" SEE N07E 4 SHT. 4 51 TYP. I 6 3 16" TYP. 3' --i i - N 3 3" 6" - I 3" SEE NOTE 6 il -I 3" 6" 6' _ 4 SHT. 4 6" 3' 3 SEE DETAIL N. SHT. 5 DOORIF DOOR SINGLE DOOR W/SIDELITES fj jj j (i; dli, T 1i II-LL271,17.E F Ld`: Lt. A Bo ®oA.Fo 1'...' J 1. ... 1.•.... / ..y v n 3 L n613. 664—M31 ie 11/6 O1 N. T.S. m er WLN x er RW 5- 2167 Frr 6 or 5 0.5' CLASS BITE SEE NOTE 1 THIS SHT. 0 e • 0 0o 0 0 e J8 x 1 3/4" PPH . 1/4" STEEL INTERCEPT SPACER 1/2' INSULATED TEMPERED GLASS INC DETALI SHOWN W/ CI ASSiCCr= F TCMLEE FRAME SIDEUTES ONLY) 0.5" GLASS SITE SEE NOTE 1 TISFIT.# 8 x 1 3/ 3/4" STEEL INTERCEPT SPACER Y i yy 1/8' TEMPERED K1/ ASS 1/4" AIR SPACE 8' TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND Y Z yN 1G TEMPERED c 3/4" AIR SPACE 1/8" TEMPERED 0625' THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE 0625" THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT... - 1/8' TEMPERED 1 GLASS m 8 • e o 0 0 3/4' AIR SPACE 0 • e 1/8' TEMPERED z GLASS 08 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER N o 1" INSULATED TEMPERED GLS SING DETAIL SHOWN W/ CLASSIC. CRAFT" SMC LgE E ARSE REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0.5' GLASS BITE GLAZING COMPOUND 1/8" TEMPERED GLASS co O O 1 /2" AIR SPACE e? O % O O OQ O 1/8" TEMPERED z GLASS. SEE NOTE 3 THIS SHT. w gn 3/4" INSUTATED TE) PAEREQSr4 W 1/2" STEEL INTERCEPT SPACER"a.ASSIC y^1p I,G DETAIL SHOWN CRAFT' INTEGRAL GLAZING SIDELITES ONLY) 1 IHS111 AM TEMPERED GLASS J AZING DETAII SHOWN W I RAEi M_1 _FRAME S L 1, THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) f8 X 1.75" PHILUPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24.5" FROM THE LEFT SIDETHESIDESTILEANCHORSWERELOCATEDAT3.0 13.25". 23.625' 33.875 AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) f8 x 1.75" PHILUPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5% 16.5'. 27.5 38.375", 49.375" AND 60.375". 3,. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. L IAANUVAG w ra S z c 613.584.3831 ie 11 5 01 wL NTS ti er WLN x er RW uanec rrau S-2161 e;T 7 ov 1 4.03' rA OCC ATW SIDE STI! 3 RED OAK CAP CORE MATERIAL LVL OR LSL 1.54' SIDELITE TOP &.BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47' n co I I CC BOTTOM RAIL OWOODCOMPOSITE F-1.077" 1--1.54---I SIDE? RF BLANK. SIDE STILE 36 FINGER JOINTED PONDEROSA PINE r— 1 47' El Cr TOP RAIL OWOODCOMPOSITE OIL O O O 097•--4— O 4 x 4 STEELQOOR HINGE9 39' RED__}._.. OAK CAP I I O L46" CC HINGE SIDE Sn CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADWTA, PULAI, ELIJOTTM, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. In n/— ,,,n. V 1 Ll --- -- - K40 x 1.79' PT 71 RE SCREW. U&M M 4.0— smf I nF FRS 2B 4.565" w 0 00 O N p 00 T Q Z o 8 :5wo T- -T OgO 3 con O WOOD FRAME a co a 4.615' i m F--- 2.203" cb I o r z t1$ QiTtV ." cn z 79 niRSWINR BUMP .FACEO n In Z ALUMIN M/WOOI2THRESHOLD 050' WALL TYP., z m 2. 36' 4. 56Y J \ I h. r' •?• V r 813. 684-%31 L_ .. LAM AM 4= x i.!i rxn.+- •W ALUM. HIGH WATER DAM THRESHOLD SILICONE SILICONE CAULKR4ONOTUSED TOP 4 BDfiOY RA( 1RQ131 x9 PprOE m WOOD 2 LG. PFH WOOD SCREWSTEEL STEELVES454548' SURFACE BOLT STEEL 46 M• - TCM with ' Id siren F min = 4,674 sI STEEL 47 8 X 1-3 4 PPH SCREW FOR REM 28 46 G1A5548GLAZING, 1 INSULATED TEMPERED GLASS GLASS49GLAZING, 3 4 INSULATED TEMPERED G1A55 50 CC BDTIOU RAIL (1.50' x .8B3' R W-TRU NDOD COLS wwu CDYPOSTE 51 3 16 TAPCON ANCFIORNG FLCO, L75 WL LG. STEEL STEEL 52 3 16 WICON ANCHORFlG ELCO, 2.5 HK L& 8.0' T AST AM RETAINER BOLT N MATERIAL: C/R ROD ZINC "; . do YELLOW CHROMATE Lil" LONG REACH COMPRESSIO FOAM CELL CORE W/ANYL JACKET W n a co 2 CC,) 8 gLjtou) OW0 O j O00 CL o s 12 N 1..158' n` DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLCS .357' D A. ASTRAGAL &' RETAINER BOLTS I > WINDJAMBER II 068T STRIKE P A COMPRESSION WEATHERSTRIP BY THERMA-TRU 1' RETAINER BOLT FOAM CELL CORE W/VINYC JACKET UN'TRA% A 1I.O.A.F. w o < MAN XACT'MR NAME: z reunoaI MASTER n CONsu[L.xm v1.767' i 1F'1ASTER i # 1 uac 11 6 01 24 srxc WINDJAMBER 11 WR68T NTS ASTRAGAL (Al UMINUM .052" WALL TYE-) DM0' °M WLN cw- er. RW UPAWM 1414 S-2161 o,rrr 9 OF I O> F' D: N p 00 P 0.5" GLASS 0.5" GLASS SITE 0625" THICK DOW 795 O In LD j SITE Y SEE NOTE 1 GLAZIN.G COMPOUND Q Z O M o SEE NOTE .1 r= THIS BHT. O U3 N THIS BHT. y 1/8" TEMPERED 1/6' TEMPERED pliJ, GLASS _ GLASS p O e3Q0000 e ve • 1/4" AIR SPACE o •o 0 3/4" AIR SPACE Q 00 _ 0 1/8' TEMPERED 1/8" TEMPERED F— GLASS Y f8 x 1 3/4' PPH 18 x 1 3/4" PPH N GLASS 3/4' STEEL INTERCEPT SPACER 4 1" INSULATED TEl HfGLASSi 1/4' STEEL INTERCEPT SPACER 0625' THICK DOW 795 HATING DETAIL SHOWN W/ ci ACSIC GRAFT' SMC LITE FRAME 1./2" INSUATED TEMP RED SS GLAZING COMPOUND wo r1 e INL SHOWN ( REQUIRED FOR DOOR PANEL) an } i- Sr"i65mc rRAFr TCM LITE FRAME A m SIDELITES ONLY) $ Z N 0625' THICK DOW 795 y 0.5' GLASS SITE GLAZING COMPOUND ov O U2 0.5" GLASS z 1/8' TEMPERED a a SEE NOTE 1 SITE 1/8' TEMPERED GLASS rm THIS SHT. GLASS O 0 0. O 1./2" AIR SPACEmOtDo e 0 O 3/4" AIR SPACE 0 O O 1/8' TEMPERED z Y GLASS 1/B" TEMPERED SEE NOTE 3 < N GLASS THIS SHi. n g 8 x 1 3/4' PPH /4"' IN ATED TEMPERED GLASS 3/4" STEEL INTERCEPT SPACER _ GI 671NG DETAIL SHOWN W 0625' THICK DOW 795 1/2 STEEL INTERCEPT SPACER 'CLASSIC CRAFT" INTEGRAL GLAZING o GLAZING COMPOUND (SIDELLTES ONLY) az INS AT O TEMPERED GLAS5 j n ING OETA:L SHOWN W S I FT' M LrM FRAM s ppp euao n JNLT) _ s coRSULTAML. Ir ru11^p n O Bi3.8g43831 1. THE 27.5' x 50.19' FOLLOWS. DOOR AN IS SECURED WITH (16) { 3. X 1.75" PHIL4.5* FROM PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 , 13.75 AND 24.5' FROM THE LEFT SIDE. I, ' wie 11 5 01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25', 23.625' 33.875" AND 44.125" uc NTS FROM THE BOTTOM OF THE L1TE FRAME.(+ MAN v owc. er W W2. SMC AND TCM LIP LITE ARE SECURED WITH (16) jje x 1.75' PHILLIPS PAN HEAD SCREWS 1® 1 RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125' FROM EACH END SIDE STILES.. ^ rL/ FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5". 27.5' 38.375". 49.375" AND 60.375". / A S 5-.2161 3. THE SIOEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. srttr 7 or L 4 03' OCr LATCH SIDE S71LF 3 RED CORE MATERIAL LVL OR LSL OAK CAP sIOFI O`F TOP k .BOTTOM .RAIL FINGER JOINTED PONDEROSA PINE 1:47" 71 CG .BOTTOM RAIL O WOOD COMPOSITE 17Z2j 1.54' 11— rrc ai AMV vnF STII.F FINGER JOINTED PONDEROSA PINE 1 1.47' --1 rr TOP RAIL. OWOODCOMPOSITE N O c II O 097 O 4 x 4 STEEL DOOR HINGE 9 39' RED OAK CAP 0 rr. HINGE SIDE. STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL: PONDEROSA, R4DIATA, PULA1. ELLIOTTII. TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR. CEDAR. INCENSE CEDAR OR REDWOOD. KM . I.79' Pf V4REW J SCREW. W" 014 4.0mw o1F. tRR FTtAME 2B 4//i l - iif DIM. VARIES a -to . I I/z' PPH PIASCREW 113 1 HIGH DAM THRESHOLD 39. 4.565' T T T in 0 2 B WOOD FRAME W) 4.615" 6 F 2.203" L A rI M O19 OUTSWIN B UMR EAGE. ALUMINIM/WOOD THRESHOLD 050' WALL TYR F' N00 Ov1°j L C) m ZoLo O:z=0 oo ccLLI c,D QiE o 0 N 2 J z N001116101 swc NTS WLN tRx. 6r: RW WE • g1AWNC NO.: S- 2t61 sHm 8. of 4 R Pr I FIBERGLASS 1 2 mu -mu Romr3 4 X Ha 514E OR k OIK I.96 x I.4 5 NOT 6 POLYURETHANFOAM USED BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERA4-TRU FOAM 8 LONG BEACH CMON WEATHERSTRIP THERMA-TRU SOAM g 4 x 4 HJ97 THK. ERMA-TRU STEEL 10 10 x 3 4' LGTEEL000SCREWatoFrome 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 18 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD17MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM WOOD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD 21 22 NOT USED HINGE JAMB 4.50' x 1.1 r -TRU PONDf]IOSA PI WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLI 24 ASTRAGAL WINDJAMBER It WRtS5T .052 WALL ALUM.G S-76 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT U5ED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 26 LITE FRMI 5A4C, -TRU SMC 29 m 6H X40 x 1. SCREW, IIApR DK 4Omm FOR ffF/I 28. STEEL 30 NOT USED 31 NOT USED 32 1 8 1HK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 DLA WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLANK JAMB 4.565 x 1.1 -TRU, PONDEROSA PtNE WOOD 36 SIDELM SIDE SBf THERMA-IItU 154 x .6 PONDEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW TEEL 38 LATCH ,W® 4.M x 1.1 - PONDFROSI WOOD . ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE40SILICONECAULK 41 42 NOT USED 1 SDE M TOP k BOIIOY Wlf TRIL 151 : 3 PONDERGSI WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL STEEL 45 NES 454 8' SURFACE BOLT 46 C P CM, - TCM with ielE stren h F min: = 4,674. si 47 6 X 1-3 4 PPH SCREW FOR REAL 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED C1A55 GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOU RAIL (1.50' x .883' T1IERIL4-TRU W000 COtP091q WOOD CDMPOSRE 51 3 16 TAPCOH ANOLOIM. F1C0. 1-75 Mat LG. STEEL 52 3 I6 TAPLIDN AND_0_VX ELCO. PS 1a/6 LG STEEL 592" O 8.0' O Lnp co I T N a 8 g Vi sTRorAL RETAINER BOLT c.i I N LuV O o MATERIAL: C/R ROD ZINC -1 00 do YELLOW CHROMATE `. W cab 7 179" TONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z na g4zi N 1.158 mppg 0 C14 asalt DRILL TRU FOR 6F, w o o UA8PFHWOOGRILLTRUFOR0 , z SCREW 2PLCS 357' DUI: ASTRAGAL b a' RETAINER BOLTS F"- m INDJAMBER 11 WR68T STRIKE_ 1AJf O COMPRESSION WEATHERSTRIP BY THEIR A-TRU I 11" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET 4 Ay. n® B.®.A.F. CENT cN N N MANUFACTURER NAME: C v qA7auum 757' MASTER FILE $ `°" SUY`; ammm. 11 6/01 WINDJAMBER II WR68T 24 p NTS ASTRAGAL (ALUMINUM 052" WALL TYPJ Dw.en WWomBY.*RW DRAWN. Na: S-2161 s m 9 or 1 mill n so.-L - MANUFACTURER N o THERMA o TRU CLASSIC cFwr tlYS1Nf40 8O Is wxE AND DOUBLE VWd VYhOUT slDl3nm VM"TM FBEIMILASS DOOR WITH WOW F ML E& GENERAL NOTES 1. THIS PRODUCT tS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MW,O-DADE COUNTY 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO- 4- DESIGN-M PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MAMI-DADE COUNTY. . o. k4LAN.1-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SiDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Rt AL INSULATED "BTY55 (gym Common to atl home condrtwns Door & SideOte Leaf Coonst-motion: Fiberglass skin 0.127- minimum thickness, SMC F mi6,000 Psi Face sheets SideliteFiberglass" skin 0.070' minimum thickness. 0SAC) with yield strength Fy(min.)-6,000 psi D; PolyurethaneloomCore. w ithl.9 16s. density by BASF. p G n-- QQ,, a ppaanel skin isconstructed from a 0.127- thk. sheet rl vgAICWJFKvh1SWTTheinteriorconlysfiledwith19IlmdensityBASFqg=foam. the prod face steels are glued to the wood sties and roas.- and hinge dies ore LVL or LSL The etch -tie whichs 1.426' x 4 B the etch rekdoremherhl. Thetap and hoth. mi ve d o wood In the dWhIG door npp6colhorh Iles ifl,dt , door n filled with an d okarwnaw astroo of W60-T6 divy. me Cgagtnu oqt; The home js constmcted from forger jointed side x125this( The mods s joined to The side va (3 PFH Screws (eoch s de. The threshold s jobbed to the Ps10 /8 ,5 2] f8x2.5 PR Screws at Each zit& The nmfora an' wowed togethea nonde6teapplicationusing8x2-- bng .PFH Wood. Screws J6) wets per. each ma6oa. The ails Ise on lrmq nresno+a measrnrg 5.75 s 1.548. SIfF Lip lRe - OA size s 21.656' wide x 5&093 sewed 7.5longTekSnow& The hares are seded with silicone cwAig (Dow 795) to sidefife panel and to the 91mm SideRr Marina: SIXUp Lrlw with yield sbngth Fy(n'kL)=62D0 Psi & PVC lip tits with yidd strength F min.}2145 psi - aA an w 9.85- wide x 65.85' high seamed w/(is) 18 x 1.75' Pa. Head. Smw& The homes we sided with shTcone tau8np (Dow 790 to side6te pond and to the gbm kdcVd Fish (lazed - The attached to lane sheds with srSCone V=M =Mwxd (Dow1s FA 7 5' - 105.5' MAX. OVERALL FRAME WIDTH R.75 WID 35. 75' MAX. 36.625' MAX 15.5" MAX. PANEL WIDTH - PANEL WIDTH FRAME WIDTH O > f\ W/GAL 13.9375" MAX. O IN SIDELITE W70THOW 7.125- MAX D.LO. g p = WIDTH LIP LITE Q Z O r,.T 9 p 7.0 MAX D.L.O. d _ WIL) T}t. INTEGRAL LIiE ('t O UJO axes 14.869' c M 14:869' 14.869" d r Q w p ti- v MAX. .MAX. r `. x p f D.LO. D.L.O.00 0.G3 WIDTH M7DT} f WIDTH W t 0 a x o, aJcs % Y 6 o d c n o c FF a SEE OErAILHt A' $ m o SHEEP 3 DOUBLE W/SIDELITFS INSWING UNIT alld{ pVS11ING UIffT U UJ VWEWE AF& o 4-74. 5' OVERALL FRAME WIDTH- I 68.5' MAX. OVERALL FRAME WIDTH 5' MAX FRAME WIDTH o 0? 1 THE INTERIOR 13.938' MAX. ay a SiDF_LRE WIDTH y7.125' MAX. D.L.O. Y/ p WIDTH LIP LITE d/ x / 7. 0' MAX D.L.LIT O.to14: H69" o 9I- 11B69' Jo WIDTH INTEf1GRILL 1 869 D. LO. D. L.O. u i D.L.O. WIDTH WIDTH = x. WIDTH 0 vi ° e w g O o 0 nn Z m 1T L - SEE DETAILA' C 513. 54- w SHEET 3 813. 1 4.3831 arac 11/8 DESIGN PRESSURE RA71NG ( WHERE WATER INFILTRATION REQUIREMENT 15 Nttutui UNIT TYPE WITH OUT SURFACE BOLTS WIND MBER 0 ASTRAGAL WITH SURFACE BOLTS WINDfAMBER I ASTRAGAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE WITH SIDELIfES 47. 0 PSF - 47.0 PSF i+ 65.0 PSF - 65.0 PSF en WLI er RW rIc wo: S- 2164 r i OF 65 l2wiff''IIml Imimoill 1.608, MIN. PMEL THK SEE GLAZING DE MILS SHEEr 8)- 51 EXTM EXIF814BNTER L, ENTRAL FLORIDA B-O-Ank-v @-Inl,-Ill DOOR PANE N--2 SIDO-n PMEL MANUFACTUFJR;-t NAME. Fil 0! BOTTOM BDOT 0.09" EMWED MA WALL 813.6M-WI a_8 01 uc ws ww -Icz S-2164 2 OF BOLT O- LG. TOP 1 610B do BOTTOM (2) BOLTS 18 AT TOP & (2) AT BOTTOM 1 Sanzc SECTION 3 O ASTRAGAL i 75' MIN. EMS. MAX. SHIM r25" 15' MIN. C—SINK y Q(TERIQ6 z 29 12) 15' MIN. C-SINK o> p o.: N O co 0 co o Q z O r'j BRIO o o 5co3 45 S NOTE 3 _ a TH15 SHEET pp a SEE OTE 1 do 2 THIS SHEET DETAIL A' OPTIONAL ADDITION OF SURFACE BOLT Z OwO V1 y M U O_ As Mo 135 1.—W41, V C vQwZ 12 VI 49 F3TEt8LOB o i o p°o Q:• i ill po p po p: ow' o a 0 o o NT R Yz 4 36 12 6 3 z 48 28 10 a W 6 e 9 EE NOTE 9 SHT_4 Z 34 3 SEE NOTE 9 SHT.4 ov ' o CONSULT"MM 873.6843837 16 17 34 INTERI R 2jQd 3 o MULLION we 1 8 01 NTSOTES1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE 1?S} 1 o11Ajvo NWoy ey yJLN 3 RI NTALS O Si SECTION HIGH PRESSURE RATING. 2• THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM - '' t. 1 "' f2.5' CENTERLWE FROM THE LATCH STILE EDGE TT _ T, . C. .L/i o""+ cw_ W. RW M0' 3 O SIDELITE TO BUCK THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT r--' STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD { _, _ 1r '; ! ..`t r . i . - .- 1 v S_2764 THE 1 + 4M1 BOLTS E E ATTACHED TO THE ACTIVE PANEL3. THEH SU2RFXCExBO WITH (4) 10-24 SEX BOLTS. r 1.15. MIN. e EMBED. 15" MIN. C—SINK a •.. I EXTERIOR a N 13 _ 31 38 25' MAX. SHIM SPACE INTERI a .• L 2 Y 48 W V IL 1 SECTION 18 4 LATCH JAMB TO BUCK, NOTES: 7. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELTTE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2 SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1". 3", 5", 18.25. 54.0". 77.0" 90.25 , 92.25", do 94.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 1/8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (72) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL. JAMB, FROM THE TOP DOWN AT 6.07, 23.0' 40.0, 57.0 , 74.0' Ec 90.5' .THERE ARE• (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. @. SPACING FOR 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17' O.C. 7_ WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 3/4' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DIA. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12- O.C. SEE NOTE 1 SHT.4 SEE NOTE 5 SHT. 4 47, 0 0 \ o O 0 000 ZY 3 w 34 to a 34 a SHT. 5 SEE NOTE 1.15' MIN. EMBED. 15" MIN. C-SINK 2-*N HoR2oNTAL CROSS SECTION J HINGE JAMB TO BUCK, NOTE 6 EXTERIOR HORIZONTAL CROSS SECT_IDN 4 ® STRIKE JAMB TO SIDEL4Zli 7 SHT. 4 SEE NOTE 25" MAX. SHIM SPACE Enin ow 0UJJZ ZN20 rx GV S ttn 28 v 81S.Bg4 3831 nxc 11/8 O1 s xg NIS UD ®o LSD cw_ W. RWnowoDnµnD "D— S-2164 fVgT®e ? L@, itT}1:J a r 4 or I ry>/c a y v 1, SEE NOTE 3 SHT. 5 SEE DETAIL 6 6' 6' n 3' 3 3 3' 6• 6• 3' 3' 6• 3 1 3 1011 I I I I f 1 1 1 13 I.1 1 1 _I 13 13 TYP.. TYP- SEE DETAIL SEE DETAIL ui F- E. Tl'P. N ui 13 13 N TYP• SEE DETAIL H' TYP usN I 6. 6' m J- 1 73 - 7YP. W J U xM OLJ N O n0 et R 0= 8:5 O LUO Nl nW a0 = a. 1 it-n H SEEDETAILC' TYP.v5 00 cn VIll 1 B• A' 51 A' B. 51 A SEE DETAIL V— A S1 t 71tTYP. I I. I TYP. I 6.3 I t I 3'6 1 r 6• 6' 1--3'--{ 6 6 SEE DETAIL ' H' DRILL THROUGH FOR A 0. 357' BOLT DEEP ENOUGH FOR A 2• swr.IF DOOR c DOUR F DOOR W/SIDED BOLT THROW 0 1 NOTE: z USE REM # 13 A #8 x 2 112' PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THEea»oIN JAMB ORASTRAGALEXCEPINTHEMULLED143A x OtTE APPLICATIONN THE SIDELRE USE REM #43 A #8 x 813.684.383t 37 1t13o 2' PFH WOOD SCREW.me 11 8 01 O SURFACE BOLT ATTACH THE STRIKE try N.T.13 - STRIKE PLATE PLATE TO THE THRESHOLD10 W12 #10x2112'°M0 m NtiN PFH WOOD SCREWS o ur. RW DETAIL i DRMVM wASTRAGAL STRIKE PLATEDETAIL'H'5-2164 do OPTIONALSURFACEASTRAGALTHROWBOLTS10BOLTSTRIKEPLA_ - pfTA1L DETAIL ' G" AT THE THRESHOLD vm 5 a 8 SEE NOTE 3 SHT. 5 J JE K. DET SEE DETAIL J B 6 3- 3 3• 'i 3.6• 63" f" 3 TYP 13 in TYP. N C a f3 ui a Tyr SEE DETAIL C. TYP. 73 13 7© TYP. TYP. TYP. N 51 TYR 1 1 1 t 6- 63 T' . i-- 3• 3" F- 1 3 6" 6' SEE DETAIL 'K' r, ar, r DOOR W/SIDE'f MSEE DETAIL 'F" 6' 6' 6" 3" 3' 3• 6' 3' I 1 13 I_I Typ' TYP. E DETAIL / SEE DE AIL J 0 3" - i 6' L3- 33' 6' 4k 6• 6 SEE DETAIL DOUBLE DOOR O O ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PIATEt r V%=it SCREWS CiOPTIONAL SURFACE pTIONAL SURFACE BOLTSTRIKEPLATEIVI T}{ ACTMI R NA VOLT STRIKE PLATE 1-i11 7ltJji ll uu _-----'_ ILL O! r\ O Do n Rvp= ggt OWO 3 3Q n ui N W 00 _ cOa 50 tn e V. JZy j3 Z N Z G N hm } - Ja 1 glsz. w 813. 684.5831 M 11 8 01 me N.T.S. a er WLN nc e. RW NO: 5- 216a m 5 or E i Y ILL F— y IM- OAX t71P 1 m o O Cf An•Arc a cffl F OCORE MATEMV-- LA OR La ALTERNATEPULAICOREEWOWTERNL: PONOERUGARDS4. I RAOBITA . TM TAEDA OR S PINE. DOUGIAS OR WHITE FTR. CEDAR. AVCEJSE CEDAR OR REDWOOD. ORML THROUGH FOR THRO,m FOR . .3W Dw ASTRAGAL. A 14 PFH WOOD REWNER BOLTS SCREW 2 PLCS O 36 FINGER JOWTED PONDEROSA PINE ffmo 1. 531'—•- i 42 „r roP a• BDTroM RAIL FWOER JOINTED PONDEROSA PINE SURFACE B[ 71 T (b L-ZI' 5= ATTACH TO DOOR USING 110 x 1 1/4' F.H. SHEET METAL SCREWS PROVIDED a. ory T RETAINER 24 wunlu mi WR os2'68T wall TYP. 1 2116' n 28 jjx nE0 OPEN 1 C F= DMOED SMC 92" B' 4_ 515 E.J' EJ!J waaD FRAME ExtE oER _ 5:75' ur CAMI F THRESHOLD SUBSTRATE y EXTENDER: WW_ T5 ALUW. -045" UK WALL VI TFIT ESF LD.D - PINE CEDAR OR POPLAR I o 14 VINYL ON MAX WALL..035' MIN. WALL w. I L m . 175' 179' — gO 1(] Nf: REACH ffBS O COMmffEN. M-q z ecfRd •1 RFTAVER W BT THERM4TRUFOCELLCORE W/VWn JACKET MATERNL: C/R ROD ZINC AM - WMNYL JACKET & YELLOW CHROMATE 2875' I Oo C 0 1 t,UFACT F OVA a. IRFiL^F BOLTcTRIKE (125' STFF11 ATTACH TO SILL L S %10 x 1 DEDF.H. SHEEP METALSCREWSPROVIDEDNAMeylmow. WfTN BOLT. Lfp l/i]L1 W'p 4 O 5 N co O com = r: 5wto FOWO CO O ik 0 2 a M s z 813. 654. 3831 to 11 B O1 N>e BY 0 5- 2164 453" GLASS 817E E7 EXTERIO 0..- 6;-o o, 1NTE61Q6 z NE 6 mz a JV ryV1 Vac. VINTL 31 INSWING SIDELTTE 80TTOM 8007 _ 32 1 8 THK. CELLULAR GLAZING TAPE 5DK-p TAPE STEEL 33 1 X .04 DIA WIRE BRADS 34 3 8 QUARTER ROUND MOLDINGKJAMB4.656 x 1.211 THERMA-TRU, PONDEROSA PINE WEESIDaMSIDESTILEERMA-TRU 1.531 x .656 PONDEROSA PINE 10 x 1 3 4 LG. VFW WOOD SCREW 38 NOT USED 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 OT USED SIMM TOP & BOT1 I RAA ERW-TRU 1.531 x . WOOD STEEL 43 8 x 2 LG. Pill WOOD SCREW STEEL 44 3 16 SIX BOLT STEEL 45 IVES 454 8" SURFACE BOLT TCM 46 STEEL 47 48 NOT LASEDVONNG. 1 INSULATED TEMPERED GLASS GLASS GLASS 4g GLAZING, 3 4 INSULATED TEMPERED GLASSERMA-TRU W000 COMPOSITE STEEL50 S 1 BOTTOM RAIL 1. 0 x .94 16 TAPCON ANCHORING ELCO. 1.75 MIN. LG. STEEL 52 3 16 TAPCON ANCHORING ElCO. 2.5 MIN. LG. STEEL 53 54 10-24 SEX BOLT PLASTIC LIP LITE FRAME PVC with a field stye th F min =2 145 si PVC Y 2 H 1/8" TEMPERED O g .GLASS O 00 1/4" AIR . d (nO I SPACE OC O raj ut ' 1 8" DECORATIVE W O O GLASS0 FT 1/4 AIR SPACE 3 Q o WTERCEP7EL 1/8" TEMPERED 00 GLASS co d 1= 1' IN TED TEMPERED S LASS GLAZING DEfAII SHOWN w CLASSIC CRAFT" SMC LATE FRAME REQUIRED FOR DOOR PANELS) jZ 453" GLASS i BITE 2 1 3 s Ln 0 p' n oz ri TIOR 1/8" ANNEALED o GLASS C o O.' .. Q. • . = r% 25" AIR UW 0 Lnn Z O m 9' 17 SPACE a m a 1/ 8" ANNEALED 5 GLASS NT RIOR STEEL INTERCEPT 3 . 25" 6 9 SPACER SEE NOTE 1 SHE 4 s" INSULATED GLASS V PVC LATE FRAME CI AZING DETAI SIDELITES ONLY) 0625" THICK DOW 795 0. 5" GLAS*EIITE GLAZING COMPOUND 0 1/ 8" TEMPERED GLASS 0 OO 1/ 2" AIR SPACE O 4 CONSLIRANIS 0 01/8" TEMPERED 813.684GLASS 1 8/011/2" STEEL INTERCEPT SIn — , All o ®• NTS 1 N —® g we. WLN 3/4"" INSULATED TEMPERED__CzA $ l.T {+ g8. • cm" a RW GLAZING DETAIL SHOWN WT _ j n+`a' °"""" "° I 5- 2164 CLASSIC CRAFT( SIDELITES ONLY) — 0° 8 MASTE 36 37 372t1rt ]Ut ]rat rncrtwrm r n ... 10 z 1 3 4 LG. PFH WOOD SCREW STEEL 38 lAirll WiB 4565 : 1.1 TAU PSkAEROSA WOOD UM. 39 HIGH WATER OAM THRESHOLD 40I SILICONE CAULK SILICONE 41 NOT USED W00042smaTWkBQT10YW11TA41 : RN1FRd61 STEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL44316SEXBOLT 45 IVES 454 8' SURFACE SOLT STEEL 7CM 46 7RU with yWd 4 8 X 4 Z8 46SCREWFORREMER STEEL 48 GGLAZINGG., 1 INSULATED TEMPED LA55INS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 loriOY RAIL (ISO' x Au* lmaA-TRU Iwo COIFOUIEJ 51 1 TAPLbN MlOIORPIC ELCQ 1.75 WK LG. SIE L 52 J 16 li mm MIOl0m ELCA LS Y1l LG STEEL 8.0 ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC r? do YELLOW CHROMATE i 3 N p? mN O--I 179' LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/1/INYL JACKET o>_ Nco QNO OM OWo 2 (L W, 1.158" N O N DRILL TRU FOR Nj A /8 PFH WOO DRILL TRU FOR o? SCREW 2PLCS .357' D1A. ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR68T STRIKE PLATE O 35' COMPRESSION WEATHERSTRIP BY THERMA-TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T- B.®.A.F. O i n®Rm i N A . N MANUFACTURER NAMEN 1.767- -- MASTER FILE WIN AMBER II WR68T 24 ASTRAGAL (ALUMINUM .O5?' WALL TYP.) r NTS ar. WLN w RW S-Z161 r 9 or 9