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HomeMy WebLinkAbout238 Venetian Bay Cr 04-1808 New SFH4,6, ?.. 14$ PERMIT AD SS CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 PHONE NUMBER 407-257-6940 CRC 041929 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE G it e SUBDIVISION PERMIT DATE "/A c PERMIT DESCRIPTION %1 PERMIT VALUATION L) SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 238 Venetian Bay Circle for which permit number 04-1808 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached 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: F. Ortiz 10/20/04 Engineering: D. Richards 10/20/04 Public Works: J. Crumpton Utilities: R. Blake Fire Department: N/A Zoning: N/A Morrison Homes Property Owner 10/19/04 10/22/04 10/22/04 Building Official Date CITY OF SANFORD PERMIT APPLICATION Permit # :_ () 1— R b U Job Address: —li-Si Description of Work: Historic District: Zoning: Value of Work: Date: Lc Permit Type: Building Electrical K 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. Requires 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form repaired for ether than X) Parcel #: Owners Name & Attach Proof of Ownership & Legal SoJ h,a\t L, s,e Phone: ft'L4C)r) — UAQ-!— Contractor Name & Address: t 'Q S C4 UJ. JY , State License Number: O© Q (S If Phone & Fax ' hn S —Pvv) l_ nn S ~ Q Contact Person: S:M t 4 Phone: Bonding Company: —j Address: Mortgage Lender: Address: Architeet/Engineer: 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, etc. 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 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 Florida Lien Law, FS 713. SignatureofOwner/Agent Date Signature ofContracVrh,4ent Date Print Owner/Agent's Name Print Con for/Agent's Name Jennffer Almodovar My Commisafon DD272809SignatureofNotary -State of Florida Date Sign tre of Notary -State of Florida Expires December 07 2007 Ill/ Owner/Agent is _Personally Known to Me or _/ Contractor/Agent is Personally Known to Me or Produced (DProduced [D APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Initial &Date) Utilities: FD: Initial &Date) (Initial &Date) N d1Wtar, art •r ssrV's 4 : aff;3 Ft.Eliltst3 —' Iiessrs tta+si of sA,r : . ` /' c Jl 40 '1tq'h st lexsniyea zilclizig l;leciliieii1 ii&1 tlfsthal, Ni ew service — 4 of AMPS itio sl 3't$t changeOf Lei Vice i e ltnait nit Residential , Non -Residential s lht T ls3it New ( foal &gt 09k_ lea wed.) 4. 4. VIab# i/ New Ctamttercinl. h,, of FIA ivtgs of Wai€'ssrea l< :_? va Cray Liir s Fla ttlb1fiV lf" IRenidientU-1- # of w Closets 'int lbia a i i — iesideriaial or' C Eial r CyEsa< p2n9y Type: Residential Cflteimer6ial hidestriiii TOW Ne2re Footage: Contract ou Type: of Stories: t of Owdli_ng VEJar' (FtEla?A ftaraet reaeert ed fCrt wlta t Gk a;o Parcel P: (.AtL A. iFroor of E tinR•sship fis E sga& ro¢sereptir.ts} Owners Name & Address: Phony: Contractor Name & Address: WO A// - T--T_t__ /1 RUM Ei_lJcIJMF%lu l- V3-3.,CS-i,iiRdatgi,teen3e'NmbEP Phone& Fax: LA.RE M6RV L'T 4 - ii46 Bonding Company: L; . Address' mortgage Lender: -- -- Address: Architect/ Engineer: Phone: - Address: . Fa,*:- — Application is hereby made to obtain a pent to do the work and installations as indicated. ( certify that no work or installation has eonin'tenced' prior u, thr issuance.of a ', n it and &i all work will l prtfo med to rrtt standards of all laws tt:Plafitig. coristNction in this jurisdiction. i unde!stan-di that.a se araic permit must be secured for EIECTt-21CAL WORK, PLUMB!iNIG; SIGI'4S, WE[,L.S; POOLS,, E i pjNAC_j:v, Boil Elm, s1F TARS, TA]VK', aid AIR CONDITIONERS, etc. OWNER' S. AFFIDAVIT: I eettify that all of the foregoing infomation i5 aet<u;2te and that aI1 wosk consbvt tion and Zoning. WARNUNG TOO , I d-r'R-- YOUpALTPCORtITO s OiiCF TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. LF YOU i ! Ei,jD TO OBTAM;TOAI ATTORNEY BEFOkE RECORDING YOUR NOTICE OF COh,IENCEJVIEl'NT. NOTICE, In addition to the requirements of this permit, there may be additional re this county, and 'there may be additional pemiLs required from other governmerital Acceptance of permit is verification that I N II notify the ovmer of the into iance with ail applicat;lc i w; i cl J; M6ng iCEit HT t 4'rSQJL7 17 i t t /I )I' I'/ I - 1 YOUR t t NIDI R OR A)N rte found to the pulrki t trords of state: agen trs, its rdr:t l agtscits. LawyfS 713 Signature of Owner/Agent Date ignaiure of ConL-2ctor/Agent ate' POBERT G. DELLO RUSO:J Print Owner/Agent's Name nt Contractor .AgName ent IIt State of Florida rY Date $rgnawre of l o_ -State of londa Date Signature ofNotary -State Owner/Agent is _ Personal]% Known to Me or Comractor/Ace- :; _Personals 'Known to Me or Produced ID Produce, APPLICATION APPROVED 13Y: Bldg; Initial & Date) 1,ia0 L ond)lioni; Zoning. COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-76019 DATE: _ BUILDING PERMIT !-4_____'____ UNIT ADDRESS: TRAFFIC ZONE: ^-^------^~=''----~^-="-'°~`--~'----------'-------- JU"lSDICTION: &e, SUBDIVI ON _... PLAT B(OK: PLAT BOOK PACE: LOT: OWNER NAME: ADDRESS: APPLICANT NAME:- ---- ----------------------------------c TA ADDRE S `~~"-- ------------- ------------------=~'-- LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Rewidential / WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER r-# & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OFVNITS ' 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.O0 1 ~ - 54.00 SCHOOLS, CO -WIDE O dwl unit $1 ,384.00 1 $ 1,384.00 M Fy g..$ 2,285.00 STATEMENT RECEIVED BY: SIGill AT DATE: _ ' NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NCURE 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 PERMI7, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 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 111ADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVEHUE 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 AT* FAMILY BUILDING PERM IT******************* CITY OF SANFORD PERMIT APPLICATION Permit # : -0 l Job Address: / Description of Work: /VICA Historic District: Q ®:. gate; C __ Zoning: Value of Work: $ d Z (!J • _ • Permit Type: Building --m/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole V/ 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 C mmercial Occupancy Type: Residential V/Commercial Industrial Total Square Footage: • Construction Type: GM u. # of Stories: ,_J__ # of Dwelling Units: _ Flood Zone: X (FEMA form. required for other than X) Parcel#: 23— / ` O— TO`— ooOO1 O O (Attach Proof of Ownership & Legal Description) / Owners Name & Address: c/ <11111-A/JMIA /AAIGAL7lY. MAIrlA 150 , 'i 3275% Phone: 407 62 l e077 Contractor Name & addl-kis y Phone & Fax: l407 Bonding Company: Address: Mortgage Lender: - Address: Arch ltect/Engineer: Address: d37sw OQ 07 0 S7 e 1 a - Y Application is hereby made to obtain a permit to do the work:, Itnsta. a issuance of a permit and that all work will be performed to m stdridard permit must be secured for ELECTRICAL WORK, PLUMB[, AIR CONDITIONERS, etc. 0 klrt a no work-ransta{ftion has commenced prior to the ing.constraVion in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, and OWNER'S AFFIDAVIT: I certify that ail 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 NOTIQ.5 OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 1. 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 pert, er is verification that I will notify the owner ofPe property of the requirements oVda Lien Law, FS 713. 2. , 1 o g CM Signature of Owner/Agent ate Signature of Contractor/Ac t to .* o a N Print Owner/Age Lij Print Contr r/ g e 4 3 2? Q kale, A if ua Signature o N to of Florida Signa r tary-Slat of Florida ate i W - - ••• o Owner/Agent is Y Personally Known to Me or Contractor/Agent is Personally Known to Me or rOa.._ * Strom Produced ID NA r. • d e _ Produced ID NA — A PPLKATION APPROVED BY: Bldg: 0 Zoning: Utilities: FD: 1n tial & Date) (Initial & Date) (initial & Date) (initial & Date) Special Conditions: dq hh.e rr. com I IifI11 of q Ifl it fflgfll q ffl g 1 ff 111 f1 fq fi fq q ff411111 Permit Number: Prepared By and 0y-)9" Daphne Clark P.O.Box 784283 MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05238 PG 0565 CLERK'S # 2004043550 RECORDED 03/24/2004 1E:30:22 PH RECORDING FEES &M RECORDED 8Y S O'Kelley Return To: Winter Garden, FL 34778-4283 CERTWED COPY MARYANNE MORSE< 01LM OF CIRCUIT COURT NOTICE OF COMMENCEMENT. 6E1+°,e 0 I t;r a FI.OIlMA State of Florida. County of Seminole. M 2 4 2004Theundersignedherebygivesnoticethatimprovementswillbemadetocertainrealproperty, and in. accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 8448, of the public records of Seminole County, Florida. Street Address j u / C - .Sanford, FL 2. General description of improvements: New single family residence 3. Owner information : Name omson Homes Address 151 South liall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077!, Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. i 5. Contractor: Name ti AR K— V3AtKoH Address 151 South Hall Lane. Suite 200, Maitland FL 32751-7172 Tel Number (407) 629-007T Fax Number (407) 629-52.82 6. Surety : N.A. 7. 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: NA. 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. Expiration date of notice of commencement: One year from the date of re ing. Date Signed: 6 Signature of Owner's Agent, MRKek t ru jJ- Sworn to and subscrni me this by Maria Lisa Steiner, who is personally known to me. o MY COMMISSION t DD 214811 Signature of Not Notary Seal: * * EXPIRES; June 27, 2007 tr'' FOFc ov, BanMThruBud* NOYa"' Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCE.,. PARCEL DETAIL in SemineAr Crxrniv oFrrry o+rrntsrr Xrl ne• 11111 M. Pint II. Vaulutd FL?2'•?1 40 /,pi.^Slk. Rr111,r>Tl 1'lRV)Ilkl mtflT. Ti\IUIII 'lit V ;l+tfl r GENERAL Parcel Id: 23-19-30-502-0000-0260 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 238 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 26,000.00 $26,000 T r t AIL -3. 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 Just/Market Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LOT 26 VENETIAN BAY PB 63 PGS 84 - 88 Assessea values snown are rvv 1 cerrateo values ano rnererore are 5uoject to mange Ueture Uelrly IlrlallZVU 1Ur as valUFU111 Idd If you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. 1 of 1 3/18/2004 9:45 AM Auterx 4* -Ns®eiaes 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 25 - A GRADING o 5.500 SO. FT. o N CoV. IN 24.1 PORCH 1 N O 15.3' O nc Q r 0 r- 0 O 1979 O lay O YORKSHIRE -A 6 B- Qom SINGLE FAMILY RESIDENCE n n v FIN. FL. ELEV: 15 5 i°i„ v nm LOT 25 a,o mm LOT 27 Rl o m y n 65.0'D 40.0'W rn m ti a6. 0 O p 12.7'f o 21.3' O O 1. 0 N 0 N Ul I "JfCqt,> L s INf 1• tl9 I ®t7a e 1 a 236. 78 ' a r - L 2 N O O CIL EL 3,6 W - r ' P.0 P. P.C.P. S 89° 9 43 574. 00 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F " PR I VATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION.' Lot 26, - 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' accordng to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04/17/95. City of Sanford. Community Number 120294) Max Coverage - 64 SETBACKS: Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. . 56Y Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA - 3.077 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 l e r Engineering. hc. Job Number 2001. General Notes: ESurveyinthefieldP/Q oPaS Legend Temporary Benchmark aS offset 1. This is a BOUNDARY performed on 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) O.R.B. PB Official Records Book Plat Book subsurface/aerial encroachments, if any, were located. BOW C/ sidewalkidfosewBackPCCenterline Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved Calculated P. C.P. Permanent Control PointCALL Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. P. R.M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord PrL Property Line temporary Benchmark shown hereon. C.M. Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV levation (Proposed) ElevationP.O.C. Point of Commencement Rights - of -way of record whether depicted or not on this document. No search of the gyerpFINAL EL. FD. Elevation ( Measured) Found P. l. Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PT. P. Point or Reverse Curvature Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD RadialLine Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3162, or L Arc Length RES. Residence Iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business R/W Right -of -Way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Measured TSM Temporary Benchmark r3 DenotesPermanent Reference Monument NID WD(N&D) Nail and Disk TYP. Typical Fence symbol ( see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X--X- Fence symbol (see drawing) Certification: Not valid without the slgnatu d the original raised seal of a Florida licensed Surveyor and Ma r This survey meets the requireme / e Florida M imum Technical // an s as contained in Ch pte 17-6 Flon Administrative Co gEJ William A. Herx, P.L.S. Florida Registered LbrX Surveyor No. 3182 Darae L. Przemlenlecki, P.S.M. Registered S yor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor 4DU Mapper No. 6092 Herx B Associates Inc., State of Florida LB 4937 Drawn by: CM Checked by: DP Prepared For: MORRISON Sketch of Legol Description Job Number: 02-017-02 This is not a Survey scale : 1-- 30' Plot plod performed: 03-08-04 Foundation Survey: Final Survey: Revisions . CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: 10/15/04 238 Venetian Bay Circle Morrison Homes PHONE #: Chris 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. ngineeri o zo d Fire N/A Public Works Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PRONE #: 10/15/04 238 Venetian Bay Circle Morrison Homes Chris 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 N/A blic Works 00901/4 Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIQ 11 0 1 1 1 1 1 1 SINGLE FAMILY RESIDENCE **** LA 1 1 1 DATE: 10/15/04 PERMIT #: 04-1808LZ E Lj 0 ADDRESS: 238 Venetian Day Circle `' Cj a-, CU CONTRACTOR: Morrison Homes _ ; A W V O PHONE #: Chris 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 Public Works Fire N/A Zoning N/A 4 tilitie Licensing N/A zza z/ y CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . 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 241065 23.19.30.502-0000-0260 238 VENETIAN BAY CIR Free -form information LOT 26 ************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1808 PD 5-4-04 SEE REC#6702 3/4"WA METER SET FEE $190.00 PD 5-4-04 REC#6702 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 10/18/04 15:25:58 Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 13, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 26 Venetian Bay, 238 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 238 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 26, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 8.4 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 , P. .M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on Daaes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company 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 NAIL Number 238 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 26 ," 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 EFFECTIVE/REVISED 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 69: ® 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) Cl. 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, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/All-A30, AR/AH, AR/AO Complete Items C3.-a-i 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) 15. 7 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 o o d) Attached garage (top of slab) 15. 4 ft.(m) E m o e) Lowest elevation of machinery and/or equipment j Q \ servidng the building (Describe in a Comments area) 15. 1 ft.(m) AC Service 0J o f) Lowest adjacent (finished) grade (LAG) 14. 8 ft.(m) Z.2) 01-" o g) Highest adjacent (finished) grade (HAG) 14. 9 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA (ripr"61oi) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) fessional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI 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 SIGNATURE DATE TELEPHONE 10-13-04 407-788-8808 FEMA Form 81-31, January 2003 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 238 VENETIAN BAY CIRCLE CITY STATE ZIP CODE CompanylNAIC 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/company, 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) j 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3J on front of form. E4. The top of the platform of machinery and/or equipment servidng 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 FEMA4ssued 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 I COMMENTS i 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 official completed Seddon E for a building located in Zone A (without a FEMAAssued or communityAssued 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 I i 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 6' BRICK WALLS 2.2'1 L 1 r2.2 FO 50/S 0 1 LOT 26 o A- GRADING o 5. 500 SO. FT. 5. 0 FD 0/S z "' o cov. 1, 24,7' PORCH O 15.3' O ac 0 r r- oO 1979 r O o y O YORKSHIRE -A & B- O SINGLE FAMILY RESIDENCE n n V FIN. FL. ELEV: 15 7 8' v nm LOT 25 rn o min LOT 27 m mZ on El T rrr) y O O a6. 0' O 12.7'0 o O O 21.3' O of Ln L?.... ..,...:I, y, 236. 78' 0. 3._. N 0.1' 0.3' O O L EL:13.4 P. C.P. — — — S 89° 9'43-W-574.00' - - P.C.P. \ REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F " PRIVATE ROADWAY ADDRESS: 238 VENETIAN BAY CIRCLE LEGAL DESCRPTION.Lot 26, - 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 hsuronce Rate Mop Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by grophic plottiinq from Flood hsu-once Rate Maps Provided by FEMA. No field surveying was Perl irmed by this Frm to determine this Zone. The exact zone location can only be determined by on elevation study. We assume no responsibity for octud flooding condtions concerning this parcel SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL or VENETIAN BAY CIRCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on SLI7- 0 Legend 2. No aerial, surface or subsurface utility,installations, underground improvements or Temporary Benchmark CVS O. R.B. Offset Records Book subsurface/ aerial encroachments, if any, were located. assumed datum) PB Plat BPlatBook3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back or sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/ L Centertine PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown a CALC Central or (Delta) Angle Calculated P. C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing PG. PageCB temporary Benchmark shown hereon. CD Chord P. R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and P ) C.M. Concrete Monument PA P. O.B. Property Line Point of Beginning Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.0_C. Point or Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) P. I Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Ft. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances andirections are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangencyd 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business RIW Right-of-way 0 Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea N/ D( N&D) Measured Nail and Disk rYP. Typical 2004 Herx & Associates Inc. All rights reserved 9 N.R. Not Radial Fence symbol ( see drawing) X—X- Fence symbol (see drawing) Certilte ion: Nol valld without the signature and the original raised seal or a F rida icencad Surveyor and Mapper This ury meets the requir6ments of the Florida imum Technical St da ntained in Chapter 61 17-6 Flori Administrative Code, CERTIFIED T0: KEVIN CLARK LINCOLN MORTGAGE UNIVERSAL LAND TITLE. INC. William A. q erx, P.L.S. Florida Registered L nd Survey r No. 3182 FIRST AMER 1 CAN TITLE INSURANCE CO Darae L. Przetnieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 OCT 0 (ry Herx & Associates Inc., State of Florida LB 4937 I 2004 Drawn by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 03-08-04 Foundation Survey: 06-17-04 Final Survey: 10-06-04 Revisions . 1. TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 26 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 STFORCIRK Building supply a.14't?ll. LEyo mpany ORLANDO TRUSS DIVISION D BA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FIL 32703- 407-29-1522 FAx: d07- 99-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 ; Or Building Designer: Seal 10-Mar-04 ' Truss Engineer: Williairt°M. Ranieri Alpine Engineered Products Design Software FL Lic.# 427U4 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: Truss ID: v1 V2 R27 R26 R25 R4 R24 2PLY R23 R22 R21 R9 R8 R7 R6 R5 R3 R1 H1 H2 H3 E1 E2 E3 c1 C2 C3 C4 C5 28 Plus Standard Details MUMS Rry rm7cl OF ads 1 J•i ... Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ENTRY COLUMN t KNEEWALL 0 150' FL. HT, IST FLOOR 114TE HEIGHT a 9' A. UNLESS OTHERW15E NOTED William M. Ranieri PE FL Lic. No. 42764 w., 0' This placement plan shows the designation and relative location of each truss component and is to be used in conjunction with the correspondingg truss designs. The Truss Engineer's responsibility relative to this structure consists solely oT the design of the individual trusses, truss - to -truss connections and does not include the design of any supporting structural eleml The building des!gn professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and structurarelements to resist lateral loads from vend and/or seismic acbvlty is the responsibility of the building design professional. Additional approval by the building design professional shall include, but not be limited to, design loading, lengths, profiles, pitches and depths. 120 4 3/16' HOLD TRUSSES ' y, 8, W/ P.AISED FEELS BA6K T ON DLOC,' E 1/ 2' ON FP.AME WILL, SMYTH L-UMBEF G0, FOOT TFUS? DIVI510N 2722 SOUTH 4POf KA DLVD. APOPKA, FL. 32703 407) 2qq - 1522 FAX ( 407) 2qq - g153 Engineering Gertifi(.ate of Authorization # g218 NOTES: 1) IT O THE BUILDER'S FESPUNSOLITY TO VERFY TOSS FLACEMENT PLAN AKV TRUSS OE-,GN DP,AWMI, A64NST FL V C" T1ON5 AM DEWN INTENT_ REFEKE E, 5E0TION PAID ANSI/Tn FH951 APPROVED: NAME (PRINT) IE2 DATE2) TRU55E5 IIUST NOT BE CUT OR ALTERED IN ANY WAY WITHOUT PRIOR 4UTHOnZ4TGNJ DY SMIYTH TRUSS COMPANY. 3) TNY 5 MAT ARE CUT OR ALTERED WITHOUT- GUI(-IOPIZATIGVN WLL BE F PAPER OR F.EPLACED AT CU5TGAEP5 EXFEPJSE. q) BACKCHIKX-, OF ANY KM WLL NOT DE CON51PERED WITFICV T PRIOR REVIEW AM WRITTEN GCNI'A JT DY 5MYM TRIMS COI.PAHY. DETAILS: 1) REFEX TO HD 9 4PECOFh@DAikJIJ` FOR NANGLNG, NZTALLATION, AND TEMPORARY DRACNG) P. EFEP TO ENGINEERED DMING5 FOR PERMATENT D94CM F.EGYA°.ED 2 ALL TRUSSES 6VCLM Y TRI/ 5E5 ODDER VALLEY FRAMNG) FV' T DE COMPLETELY DECKED OR REFER TO VALLEY TRU55 OETAL5 FOP ALTERNATE BRACING PEOLR@`1ENT5 3) ALL VALLEY5 TO BE CONVENTIONALLY FRAMED BY DULDER I) INTERIOR LOAD MAPNG WALLS HANGER LEGEND ALL ROOF TRUSS HAN6EF5 TO DE 51 1 9ON H- 1,26 GR USP 4KANT-5AG) "Z6 L41LE55 NOTED OTFER'NSE. SIMPSON I USP KANT-SAG 0- HUS26 OR THD26 Chi - HHUS26-2 OR THD26-2 O - HHUS28-2 OR THD28-2 P) - HHUS48 OR THD46 U - HGUS26-2 OR THDH26-2 q) - HGUS28-2 OR THDH28-2 C J - HGUS28-3 OR THDH28-3 a - SUUR210 OR SKH21OUR OO - HGUS48 OR THDH48 Ca- THA422 OR MSH422 THAC422 OR MSH4221F M - HUC410 OR HD410IF Q . THJA26 OR HJC26 U,,, . Iv17 q V ADDRE55: YOFK' RIFE L17/7D - LIJIylb Kl) - IH1S UWU PREPARED FROM COMPUTER INPUT LOADS-& DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 2 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSEDtBLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0.PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT 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 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 5X6= 9-4-0 3X8 (Bl) 3X8 (B1) 1-4-0 1-4-0 L, 20-0-0 20-0-0 fE 40-0-0 Over 2 Supports R-1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD QTY:12 FL 1 - R - Scale=.1875" Ft. k"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 200, MAOISO N. WI 60719), FOR SAFETY -PR Ai TICES PRIOR TO•IF Cif PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED AryI. FS T C T C L L D L 2 0.0 PSFf R E F R 3 5 2-- 4 0 7 2 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID 7.0 P S F DATE 0 5 0 5 Q 3 Cf ILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN r ND.42704 DRW SLTUSR352 03125006ROOFTRUSSDIVISIONTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF 2722 SOIIfH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLINGAND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF-NDS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G / W M R 407 299-1 522 SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S A SE Q N - 26241FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T0. EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCAT ED ON THIS DESIGN, POSITION CONNECTORS PER p NA R1OPf•:( TOT L D . 37.0 P S F D U R F A C 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y CERTIFICATE OFAUTHORRATION u9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANY PART BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '0 3 SPACING 24. 0" J R E F - 1 S 2 I 3 5 2 Z 0 3 L17/yEl - LIJ/yD - KJJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X8 (B1) 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 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. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6= 2. 5X4 % 2. 5 X 4 6 r— 1 6 5X6 0 5 X 6— A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8 (B1) ty 1-4-0 I 19-0-0 lz-0-0 119-0-0 I 0- 0-0 Over 2 Supports R= 1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:2 FL 1 R - Scale=.1875" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION— HANDLING, SHIPPING, INSTALLING AND R T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 7 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MADISO N, WI 53719j, FOR SAP ETY PRACTICES PRIOR TO t 11FI.',4 P ERFORMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CNORO SHALL HAVE PROPERLY ATTACHED Gv T C D L 7 . 0 P S F D A T.E 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N0.42704 p ROOF TRUSS DIVISION •`IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .i BC DL 10.0 PSF DRW SLTUSR352 0312500) PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESI6 N.; ANV FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND STATE OF tQ` B C L L 0 . 0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• ' 0. • TOT. L D.. 37.0 P S F S E Q N - 2623 3 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO n••..O R1 FAX: 407- 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t7s/A t PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y 4 D U R . F A C . 1.25 F R p M R H RESPONSleiLITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN: THE SUITABILITY AND USE OF THIS CERTIFICATE OF AIITHORRATION #9218 COMPONENT FOR 4 NY PARTICUVAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '0 3 ANSI,TPI 1-1995 SECTION 2. SPACING 24.0 JREF - 1S2I352_Z03 L17/JD - L17/7I5 K4) Inca UWU rKtr AKtU r11 U Fl wMFUItK I N F U I kw AUa 6, UI ML NJIUN J) au t5MII I t U bI I K U Mr K. TOP CHORD 2x4 SP 2. 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED 'BLDG,NOT LOCATED. BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF.EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF,. WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/2401IVE AND L/180 TOTAL LOAD. 3X8 (B1) 5X6= 5X6= 2.5X4 1 2.5X4 5 X 6 % 5 X 6 6 r 6 F-Vz 9-4-0 5X6= 5X8= 2 5X4= 5X6= 3X8 (B1) rr - - 1_4_0 1. 17-0-0 I 6-0-0 1 17-0-0 I 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLI TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC OTY:2 FL 1 R - Scale=.1875" 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 IO DR., SUITE 200, MAD ISO N, WI 53719). FOR SAFEiY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PROPERLY ATTACHED. STRUCTURAL PANELS, BOTTOM CH ORO 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 Rq FIC '• 222 : No.42701` S T C T C BC L L D L DL 2 D 7 10.0 D 0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 D 5 D 3 DRW SLTUSR352 3125008 2722 SOII'm APOPKA BLVD. APOPKA. FL. 32703 407-299-1 522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DES ICN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATPINECONNECTORSONAREMADEOF20GATASTMMA653AGR40RESTGALV. STEEL. EXCEPT AS ASSOCIATION) NOTED. TAPPLYACONNECTOR S TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 71C t s STATE OF L I S•'C.'•O R O `'•t n Bl. TOT LL L D. 0. 0 37. 0 PSF P S F SLT- ENG WMR S E Q N 26239 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AU`MORPJATION#9218 DRAWINGS 160 A-Z. THE SEAL.ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN $HDWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1 1995 secT,oN 2. e, Mdy 05 '03 SPACING 24.0" JREF 1S2I352 Z03 Lly/ylb - 419/yli - KD) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X8(Bl) m n « u 120 MPH WIND, 13.06 FT MEAN.HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 TSF. 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/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4 III 5X6= 5X6 % 5X6 6r 1 6 4-0 RY9 A I11 r2X4 III 3X8 (B1) m rr - ty I 15- 0-0 I' 10-0-0 _I 15-0-0 _I 40-0- 0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC la OTY:2 FL 1 - - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BA AC ING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NO FRIO DR „ SUITE 200, MADISO N, WI 53719),. FOR SAFETY PRACTICES PRIOR TO. CEILING PROPERLY ATTACHED ATTACHEDORDIGIDSHALL STRUOCTURAL PANELSHESE FUBOTTOMSCHORDESHAOLIIHAVESA PAOPERLYINDICATED IMPORTANT_ FURNISH A COPYOF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESFONSI BLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO GUILD 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 [CATION PUBLISHED BY THE AMER ICAN fOREiT AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACEOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIC,N, POSITION CONNECTORS PER M M. R fG lIFICq ' i F No. 42704 : STATE OF t 5. Q. • VVV T c T CBC B C T 0 T L L D L DL L L L D . 20 7.0 10.0 0-. 3 7 0 P P PSF 0 P 0 P S F S F S F S F R E F R 3 5 2-- 4075 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. RooFTRl15SD1Y1S10N 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299. 1 522 FAX: 407-299-91 53 DRW SLTUSR352 03125009 S L T - E N G / W M R S E 0 N 37411 D U R F A C . 1 .25 F R Q M R H PROFESSIONAL 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 SPACING 24.0 0" J R E F1 S 2 I 3 5 2Z 0 3 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR4NYPARTICU(OR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. M ay 0 Ll9fl1l1 LiVl/)9 - Kb) cal TOP CHORD ,2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) IH1J UWU NKLf AKLU I-KUM LUMNUItK 1NNU1 (LUAU) & UIMLNSIUNS) SUbM111tU 8Y IKUSJ MFR. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2X4III 5X6= 5X6 5X6 6 r 6 9-4-0 2X4III 5X6= 3X8= — 2X4111 3X8 (B1) m 1-4-0 1-4-0 rr rr 1_ 13-0-0 _I 14-0-0 1 13-0-0 I 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:2 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), PUBL'ISHE0 BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200' MADISO N. 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. RqytiIFI •'•.• pi Y"yWfG 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-- 4 0 7 6 SMYTH LUMBER CO. DATE 0 5 0 5 0 3ll ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO H NO.42%4 = BC DL 10.0 PSF DRW SLTUSR352 03125010 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE Wi TH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 71f APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLi5HE0 BY THE AMERICAN FOREST PAPER STAT F ; Q B C L L 0.0 P S F S L T - E N G / W M R S E O N 37415 407.299-1522 AND ASSOCIATION) AND TPI. ALPINE'. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R O •• T 0 T L D 37.0 P S FFAX: 407-299.91 53 - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS. PER Q s n aL' D U R F A C 1.25 FROM L LJRPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORFIATlON#9218 R ESFONSI0I LITY 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 ANSIJTPI 1-1995 SECTION 2. May 06 '03 SPACING 24.0" JREF 1S2I352_Z03 ILIO19U - L1019b - K/I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2100 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) 6X6= I M1J uwu rKtrmKLu rKVI'I LVrIrVICR 11Yrui k—UNavIMEIN3ly130) JUD- LV Rv— 1-R. 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT,TC @ 24" OC. 5X6= 2. 5X4 = 6X6= 2X4S 212X426r— 6 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8(B1) 10-0 1-4-0 ty 1 11-0-0 1 18-0-0 I 11-0-0 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 WWI PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 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 RACTICES PRIOR TO NG THESEINSTITUTE, 53DFUNCTIONS. UNLESSTOTHERWISED INDICATED, TOPI CHORDF SHALLF HAVEORSAETYP PROPERLY ATTACHEDPERFORMI 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 M M. A7 I' Ci 4 NO. 42704 T C T IC BCL L D L DL 2 0. 7 10. 0 0 D P S F P S F PSF. R E F R 3 5 2-- 4 0 7 7 DATE 0 5 / 0 5 / 0 3- S MYTH LUMBER CO. ROOF TRIISSDIVISION DRW SLTUSR352 03125011 S L T E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 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 li 7C t STATE OF ; B C L L 0.0 P S F 407- 299-1 522 FAX: 407-299-9 1 53 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 TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE . LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S•( VVVO R1`.. V T 0 T L D . 3 7.0 P S F S E 0 N 37023 D U R F A C . 1 . 25 A FROM R H 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 sioIVAL SPACING 2 4.0 J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATEOFAUTHORf7AT10N #9218 COMPONENT FOR ,ANY PARTICU`FAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 05 1 L1N/N13 - L1N/NIS - KO) - TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU .OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, SNOT LOCATED WITHIN 6.50 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. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL- LOAD. 5X8= 5X6= 2.5X4 = 5X8 2 X 4 2 T3 2X4% 6 r A) 6 3X8 (B1) 5X6= 3X8= 5X6= 5X6= V 3X8 (B1) 1-4-0 1-4-0 I_ 9-0-0 22-0-0 I 9-0-0 I IE 40-0-0 Over 2 Supports R=1561 U=491 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 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 O'ONO FRIO DR., SUITE 200. HADISON. WI 53719)., FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH 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 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV-IATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FA RICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPTAS NOTED. AFPLY CONNECTORS TOFAX: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST TIO N C ONNECTOR S PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEI NT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. t[FIC; 4 iF f No. 442704 1 7f 7C it STATE OF O R10Pr v May 05 ' 03 R=1561 U=492 W=8" FL 1 R - Scale=.1875" Ft. TC LL 20.0 PSF REF R352--4078 TC DL 7.'0 PSF DATE 05/05/03 BC DL 10.0 PSF DRW SLTUSR352 03125012 BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEON 37406 DUR.FAC. 1.25 FROM RH SPACING 24. 0" JREF 1S2I352 ZO3 LJ'JlVb - LJVI'js - KJ) TOP CHORD 2x4 SP #2 :12, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 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.. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3X6= 2X4 III info unu rn-U T I'll ,11 120 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 7X6= 2X4 III 3X6= 5X6= 2X4s 2X4 3 6 r A) A) 6 3X8= 3X8 f") 6X8= IRE 1-4-0 15-8-0 ' I 1-4-0 I 7-0-0 1 26-0-0 I_ 7-0-0 _1 40-0-0 Over 3 Supports __> I R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIR6 EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTiiUTE, 583 D'ONCTION NOFR IO OR.. SUITE 200. MADISO N. NI 50719), FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELSFUBO7TOMSCHORDESHALLHHAVESA FROFERLYE DICOATTACHEOOR/GIDACEILING LL HA V E PROPERLY ATTACHEDf M A Tryw IFI (•• ' 7 lFL TL, T C L L D L 20 7. 0 0 P S F P S F REF R 3 5 2-- 4 0 7 9 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. DRW SLTUSR352 03125013 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 S BC DL 10.0 PSF RooFTRUSSIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G / W M R 2722SOUTHAPOPHABLVD. APOPHA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ASSOCIATION) AND TPI. ALPINE i : SSTATE OF ; BC L L 0.0 PSF S E O N 37404 407.299-7 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q.•t:I Q R1 VV TOT . LID. 37 .0 P S F FAX: 407-299 9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w,nC'pp••,• 6•••, D U R F A C 1 .2 5 F R Q M R H DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7HIS^ SPACING SEE' ABOVE JREF 1S2I352_Z03 CER77FICATEOFAUT14ORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 05 'u L17/7D - L17/7[S - KL1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. H 11l UWU FhLFAKtU tKUM L,UMf UILK 1NFUI (LUAU) & UIMLNJIUNb) JUUMIIILU by IKUJJ MFR. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X8= 5X6= 3X8= 5X6 2.IX4 H;d6JZ 6 0-8-0 El 2X4111 9-4-0 5X6 (R) III 2X4111 — 5X6 (R) III 5X8 2X4 III 3X8 (Bl) = 6X12-- 1-4-0 y i 11-0-0 19-4-0 I R=1561 U=671 W=8" 6X12= — 2X4111 3X8(B1) 1-4-0 18-0-0 11-0-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 la 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 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M M qA/j-, IFICa`•. T C T C ILL OIL 20.0 7.0 P S F P S F R E F R 3 5 2-- 4 0 8 0 DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.% IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125014 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF BC L L 0.0 P S F S L T - E N G / W M R 407.299-1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY 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 s tk `fir { T 0 T L D . 37.0 P S F S E O N 26254 PROFESSIONAL ENGINEERING 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 n ..0 R10' is'aNAt.. D U R. F A C. 1.25 FROM R L WETHISTRBTIF'R LIT YANYL CERTIFICATE OF AUTHORRATION #9218 COM PONEN PART ULAR BUILDINGO IS THE ESPONSIBIOLITY OF THE BU I LOIN GI DE S IGN E R, PER ANSI/TPI 1.1995 SECTION z. May o5 SPACING 24.0" JREF 1S2I352 Z03 Lly/ytS - Lly/yb - KLL) - I M 1 3 UWU VKtrAKtU r11 Uri UVIlWUILK IIN rUI (LUAU) a U119C I431UIXd) JUDI•I1I IEU Di IMU30 rlrH TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 Ill 3X8= 5X6= 3X4= 6 X 6 =— 2X4 2X4% 6 r— 1 6 0-8-0 2X4 III 5X8= 6X12T 8X12= 7X8= 5X6= 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1-4-0 1 9-0-0 _1_ 22-0-0 _l: 9-0-0 _I E . 12-0-0 T 7-4-0 'T 20-8-0 40-0-0 Over 2 Supports _ 1 R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD a OTY:1 FL 1 R - Scale=.1875" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND , M. e Tl. ILL 20.0 P S F R E F R 3 5 2-- 4 0 8 1BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R` 'I INSTITUTE, 503 D'ONOFRIO R. SUITE 200. MAD N, NI SJ719), FOR SAFETY PRACTICES PRIOR TO .t'F'C•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED J, ; 0 4,•• F T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3_ SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ?G F ; ROOF TRUSSDIYISION "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125015 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 "- 1 2 B C L L. O . O P S F S L T - E N G W M R APOPKA, FL 32703 . BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF % / 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TIT. ALPINE S W(. Pf'c. FAX: 407-299.9153 CONNECTORS ARE MADE OF 20GA ASTM A65J GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •.O R Q,• T 0 T . L D . 37.0 P S F S E O N - 2625 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER/ r PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 7AL D U R F A C. 1 . 2 5 F R O M R L W RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS E• i CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FORS NY PARTICUtAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 SPACING 2 4. 0" J R E F - 1 S 2 1 3 5 2_ Z 0 3ANSI/TPI 1-1995 SECTION 2. Llvlyjb - Lly/yli - KLS) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :148, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X8= 2 X4 111 3X8= 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT.,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 3X6= 2.5X4= 5X8= qqqiA77b wwli=iblki-m 4()III wj X6R6X12 8X125X12= 5X6= 2X4III 3X8(131) = 2X4III 2X4III 3X8(131) 1-y ty 1, 7- 0-0 _I_ 26 =0-0 1_ 7-0-0 _J 12-0- 0 'r 7-4-0 Tc 20-8-0 'I I 40- 0-0 Over 2-Supports R=1561 U=681 W=8" R=1561 U=681 W=8" 9-4- 0 PLi TYP. Wave TPI-95 R Design Crit: TPI STD OTY:1 FL 1 R Scale=.1875"' Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFR IO OR.. SURE 200, MAD ISON, W[ 53719). FO R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w- p i FI C•w y / JG'+ - -T•-> T C T C L L D L 20 7. 0 0. P S F P S F R E F- R 3 5 2-- 4 0 8 2 DATE 0 5 0 5/ 0 3 SMYTH LUMBERGO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.' DRW SLTUSR352 03125016 ROOF TRUSSDIVISIONIMPORTANT' 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 N0. 4Z7O4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. I APOPKA, FL 32703 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 1 ! STATE OF ; BC LL 0.0 PSF SLT-ENG WMR 407-299- 1522 SPECIFICATION PUBLISHED BY THE AMER ICA FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE/••S•i bR'••• FAX: 407- 299-9 1 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNERWI SE LOCATED ON THIS DESIGN, FOSIT ION CONNECTORS PER I p `•., .•• T 0 T L D . 3 7.0 P S F S E 0 N 26248 D U R F A C 1 25 FROM R L W PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ONUSHIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING YY 4 CERTIFICATE OF ALITHORIZATION # 9218 RESPONSIBILITY SOLELY FOR THE TRS COMPONENT DESIGN SHOWN. - THE SUITABILITY AND USE OF THIS COMPONENTANY SECTIOICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ' 0 3 SPACING 2 4. 0" J R E F 1 S 2 I 3 5 2. Z 0 3 ILly/ytS - L1y/It5 - K64 crLT) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, W11 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. ff -= i naa urvu rncrnrvcu rnuri yrirucn aivrui Lwhu a uari uvoa viv o) vuruw iun 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 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/240 LIVE AND L/180 TOTAL LOAD. 6X6-- 3X6= 2X4III 3X8-- 5X6= 3X6= 2.5X4= 2.5X4= 5X6= 8xIL= 2 X 4 III bxIL= 2 X 4 III 111, — .-1-- . V_ 3X6(A1) 1-4-0 1-4-0 rr ry I_ 5-0-0 _1_ 30-0-0 _I_ 5-0-0 _I 12-0-0 7-4-0 —I 20-8-0 40-0-0 Over 2 Supports ' I R=2780 U=808 W=8" R=1680 U=652 W=8" l 9=4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 R - Scale WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDM A T C L L 20 . O P S F R E F R 3 5 2-- 4 0 8 3BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MA N, NI 53719), FOR SAFETY PRACTICES PRIOR TO%t IFIc:'• LL H S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM SCHORDUN ESHALL HHAVE SA PROPERLY I DI DATTACHED ORIGID ACEILING. AV PROPERLY ATTACHED /—. tfG r F T C D L 7. O P S F DATE 0 5/ 0 5/ 0 3 ROOF TRUSS DIVISION ';IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42%04 BC DL 10.0 PSF DRW SLTUSR352 031250ll RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . j 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BC L L 0 . 0 P S F S L T - E N G W M R APOPKA, FL 32703 ORACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIO HAL DESIGN STATE OF j / 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAF ER ASSOCIATION) AN0 TP [. ALPINE S Pj - FAX: 407-299-9153 CONNECT0R5 ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • O R1C `•• T O T . L D . 37 .0 P S F S E O N EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • .••..... DRAWING, PROFESSIONAL ENGINEERING RESPONSIB160TY SOLELYTfORHE STHEEAL OTRUSSICOMFONENT DESDRAWINGINOIGNTSHOVNCEPTATHESUITA8ILI7YONALANDUSEIOFETHIS ` r NA` D U R. F A C. 1.25 F RP M R L W CERTIFICATE OF AUTHORr/ATION #9218 COMPONENT FOR ANY PARTIC4AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 U.i SPACING SEE ABOVE JREF - 1S2I352_Z03ANSI/TPI 1.199% SECTION 2. L17/713 - L17/7t3 - KC5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 IK1J UWb F'KLHAKLU hKUP1 LUMHUItK 1NFUI (LUAU) & U1MtNSIUNb) bUBM111tU BY IHUbb MPH. 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= 6{ 7 6 9-4-0 2X4III 5XR= 2X4III 3X6(Bl) 3X6(Al) L1 4-y I_ 4-11-0 _I 11-0-0 I 5-0-0 I 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLI TYP. Wave TPI-95 R IDesi gn Crit: TPI STD FLBC OTY:1 FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING).- PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P ERFORM[NG THESE FUNCTIONS. UNLESS 0 H2 ERW ISE INDICATED, TOP'CHORD SHALL HAVE PROPERLY ATTACHED t1Fl.;qT F lG % 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-- 4 0 8 4 DATE 0 5 0 5 0 3- S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125018ROOFTRUSSDIVISION 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 F NO.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 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 STATE OF t4 B C L L 0.0 P S F S L T - E N G W M R 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O R'OP: V FAX: 407-299-91 53 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 TOT L D . 37.0 P S F S E O N - 37482 D U R F A C 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 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. May o5-'03 SPACING SEE ABOVEI JREF - 1S2I352 ZO3 Lly)IVb - L191'Jb - KCO) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= IM1J UWU I'KtPAKLU VKUM UUMPUItK 1NFUI (LUAU) 5 UIPIt NJ1UNJ) JUb MIIItU bT IKUJJ MFK, 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 6 Li 15-0-0 2 X 4 III 2WA1) = 2WA1) 4-O>Jl Q-0-2 1-4-0>J I. 4-4-0 _1_ 4-4-0 J 8-8-0 Over 2 Supports R=402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Desi q n Crit: TPI STD FLBC 19 a OTY:4 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, 583 D'ONOFR10 DR., SUITE 200, MADI50N, NI 53719). FOR SAFETY PRACTICES FRfOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED'tIFIC4j.: 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 NI TH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHEFACCES0FRTRUSSE ANDOF 2UNLESSTOTHERWISE40L0CATED ONETH[SEIE5IGNXCEPT ASPOSITDION C0NRECTORSNPERORS TO M M R jr F i NO.Ai2%04 t STATE OF S (. e A R,OP1=( VT C L L T C D L BC DL BC L L T 0 T. L D. 2 0.0 7. 0 10. 0 0. 0 3 7. 0 P S F P S f PSF P S F P S F R E F R 3 5 2-- 4 0 8 5- SMYTH . LUMBER CO. ROOFTRUSSDIVISfON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 DATE 0 5 / 0 5 / 0 3. DRW SLTUSR352 03125019 S L T - E N G / W M R S E O N 37382 DUR. FAC. 1.25 FROM RH PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGV RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t CERTIFICATE OF AUTHORRATION#9218 ANSIONENT1FOR ANY SE CTIONC2.fAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - May 05 SPACING 24.0" JREF 1S2I352_Z03 LiJ/Yb - LI'JlVb KL/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 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 IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4_ 5X4= 6 f- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LOADING ON THIS TRUSS CALCULATED a. BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC 11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC 9 LB Conc. Load at 5.67 15-0-0 Z X 4 (Al) 4 (A1) _ L<1-4-0 0 (-0- 1-4-OY I: 3-0-0 1 2-8-0 I 3-0-0 I 8-8-0 Over 2 Supports. R=501 U=219 W=3.5 R=503 U=227 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 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, 583 O'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 BU[LO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HAIDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AryAj_ J% FI C,•. JV J; NO.42704 I' 17C 1 iSSTATEOF : S j O Ri T C TC BC BC 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 - - 4 0 8 6 S MYTH LUMBER CO. ROOF TRUSSDIYIStON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299,91 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125020. S L T - E N G / W M R S E Q N - 37391 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORRATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS.DRAWIIG 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. M a y 05 ' Q 3 SPACING 2 4. 0" J R E F - 1 S 2 I 3 5 2 Z 0 3 Z1979B - Z1979B - VI TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 F— 3X4= 2X4(Dl) = 6 2 X 4 (Di) 16-6-3 2-0-0 2-0-0 4-0-0 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF.W=4-0-0 120 MPH WIND, 17.16 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. LT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QIY:1 hL - 1 K - WARNING`^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M M A T C L L 2 Q. Q P S F BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE ' i INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISO N, W1 SJ 719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A FRDPERLY ATTACHED RIGID CEILING. ROOF TRllSS DIVISION ""IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 222 l I1I0.42704 : BC DL 10.0 PSF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * S 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 7, ; 7C B C L L 0. 0 P S F APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN QS STATE OF • 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE yV SAl O R1OP1 ` T 0 T . L D . 37.0 P S F FAX: 407-2999153 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 4 `1 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 v A PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS^^ D U R . F A C . - 1.25 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR NY PARTICU4AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 24. 0 " ANSI/ TPI 1 199. SECTION 2. Scale=. 375"/Ft. 1 REF R352--4087 DATE 05/05/03 D R W SLTUSR352 03125021 SLT- ENG WMR SEQN 37427 JREF - 1S2I352_Z03 THIS DWG PRFPARFD FROM f.OMPIITFR TNPHT /l nAnG R nTMFNCTnNCT —PMTTTFn RV TD11— MFR LiVlyJb - V2 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= T 6 F 6 2-0-0 2X4(D1) = 2X4(D1) 2X4 III 4-0- 8-0-0 Over Continuous Support--- R=74 PLF U=27 PLF W=8-0-0 15-6-3 120 MPH WIND, 16.66 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND IBRACNG- REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 563 D'ONOFRIO DR...SU TE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. 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 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BIND. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 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 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS 53 GR40 GAL V. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TOFAX; 407-299-91 53 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN 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/TPI 1-1995 SECTION 2. u OTY:1 R[IFIC;q" o. F. N0.42704 STATE OF o ss'0 RVO.-O' ONAIL Dec 08 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352-- 58612 DATE 12/08/03 D R.W SLTUSR352 03342007 SLT-ENG /WMR SEQN- 37425 JREF 1S8J352 ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/Vb - HI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. R=162 U=192 12-10-3 2X4 4.24 r 3-9-14 9-4-0 5X4= 2X4(A1) = R=391 U=198 L. 1-10-10 I E 9-10-1 Over 3 Supports R=407 U=322 W=11.314" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 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'O0OFRIO DR., SUITE 200, MADISON, IJI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH 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 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 TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND(NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 4- 299-1 2 53 CONNECTORS ARE MADE OF 20GA ASTM A GR40 GALV. 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 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17A TION #9216 COMPONENT F01q ANY PARTICYLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1y95 SECTION 2. No.42704 i STATE OF = ec 08 '03 Y : 2 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25. SPACING SEE ABOV 3-9-14 Scale=.375"/Ft. REF R352-- 58613 DATE 12/08/03 DR W SLTUSR352 03342008 SLT-ENG /WMR SEQN- 32968 FROM RH JREF- 1S8J352_ZO4 Ii/lib - tililyS - nC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 L< 1-10-10 s1E 7-0-14 _ I 7-0-2 Over 3 Supports- R=261 U=180 W=10.567" IH1S UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 20.,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. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 21-4-1 R=181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:3 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, 563 V ONOFRIO DR., SUITE 200, MADISO N, XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED„ STRUCTURAL PANELS. BOTTOM CH DRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NIT 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 APPLICA6LE PROVISIONS OF NOS (NATIONAL DESIGN M R p11F1 C fl G`(!- " 1% `iE No.42704 7-[ t STATE OF 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-- 4 0 9 0 SMYTFI LUMBER CO. ROOF TRUSS DIVISION 2722 SOL/TH APOPKA BLvC. APOPKA, FL 32703 - DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125024 S L T - E N G / WM R 407-299-1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FUREST 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 S. j P•f (VRO••• Q s '•^'• T 0 T L D . - 37.0 P S F S E Q N 3 7 4 3 3 D U R F A C '. 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTHORrzATION #921E3 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 AN YPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BULOING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. May 05 '0 3 SPACING SEE ABOVE JREF 1S2I352 ZO3 kLIJ/ylb - LIJ/JO - n3/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.24 f +lTo 3 R-7 U=180 0-4-3 1-9-14 0 R=95 U=180 2X4 (Al) L< 1-10-10 >Jc1-5-11>l-2-9-4---->jII E-4-2-3 Over 3 Supports R=335 U=241 W=4.95" 120 MPH WIND, 15.74 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/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a 0TY:2 FL 1 R - Scale =.375" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDWBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE: 503 D'ONOFRIO OR., SUITE 200, MAD150N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERNISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED'• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.3 J( IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DE VI ATION F ROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED H1 THE AM ER ICAN 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. POSITIONE7ION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCINEERINGs'/1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB [LI7Y AND USE OF THIS IY PM••••:..R,q,_ FIC,4 •:/ r f NO.42704 •/ j ZSTATEOF S O y T C T C BC B C TOTT L L D L DL L L L D . 20.0 7.0 10.0 0. 3 7 D 0 P S F P S F PSF P S F PSFF R E F R 3 5 2-- 4 0 9 1 DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1522 FAX: 407-299 9153 PROFESSIONAL ENGINEERING DRW SLTUSR352 03125025 S L T- E N G / W M R S E O N 3 7 3 8 9 D U R . F A C . 1 .2 5 FROM R H SPACINGANSI/TPI S E E ABOVEJ R E F 1 S 2 I 3 5 2_ Z 0 3CERTIFICATEOFAUT1iORm-nON #92113 COMPONENT FOR ANY PARTICU}AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-191'5 SECTION 2. May 05 - LlY/Vt3 - Lly/!Ib - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ZX4 (A1) L<1-a-o>>F 7-0-12 7-0-0 Over 3 Supports R=363 U=251 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 1.1.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. l -10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC 1 a OTY:14 FL 1 R - Scale =.375" Ft. WARNING— TRUSSESREOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO DR.. SUITE 200. MADISON, W[ 63719), 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 RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE -TO BUILD THE TRUSSES 1N CONFORMANCE KITH 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 CONNEACHEFAOCESOFRE MADE OF TRUSS, AND ZUNLESSTOTHERWI SEA LOCATED ONE THI SEXCEPT DESIGN. POSITION COHN ECTOR SAPPLY N PER ORS TO l` IY Jr lIFIC 4f.• F fG T .C i No.42704 S + S STATEOF S O R1OPfa ems TC T C BC BC TOT L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P P PSF P PSF S F S F S F R E F R 3 5 2-- 4 0 9 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299- 1 522 FAX: 407- 299-9153 DATE 0 5 / 0 5 /-0 3 DRW SLTUSR35. 2 03125026 S L T- E N G W M R S E 0 N. - 37417 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSEU ONAMd, y 05 SPACING 2 4. 0" J R E F - 1 S 2 I 3 5 2 Z 0 3 IV/Vb 41y/Vt5 - Lcf InIJ u w u rnrrAMtU rmvri.wrirvIrrc IIVI'UI (LUAUS a UIrIrN31UI13) 3UDr111[EU DI I A U 3 J Mr TOP CHORD 2x4 SP #2 120 MPH WIND, 10.56 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 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=108 U=180 2-10-3 i -0 R=48 U=180 L<1-4-0-1 5-0-12 11- 5-0-0 Over 3 Supports R=295 U=181 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 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 ' T C L L - 2 0.0 P S F R E F R 3 5 2-- 4 0 9 3 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, N( 53119), FOR SAFETY PRACTICES PRIOR TO t'FI w• F ERFORM[NG THESE FUNCTIONS. UNLESS OTHERNISE INO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4jt tT C D L 7 .0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f% c Fi00FTRUSS IYISION "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED X f PID.4 704 = BC DL 1D. D PJF DRW SLTUSR352 03125027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7f 2722SOLITHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 1 B C L L D. D P S F S L T- E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ° STATE OF • / 407- 299-1522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE tii P 1 L4:I - FAX: 407.299-9153 CONNECTORS ARE MADE OF 2OGA AS TM A653 GR40 GALV. STEEL, EALEPT AS NOTED. APPLY CONNECTORS TO O R1Cr•• T 0 T . L D . 3 7 . 0 P S F S E O N - 37435 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH1S DESIGN, POSITION CONNECTORS PER '••••••• PROFESSIONAL ENGINEERING RESPONSIBI60ITY SOLELYTFORSTHE TRUSSlC0MPONENT DESIGNTSHOWNCEPTATHE SUITABILITYOAND ENGINEERING Al. ' D U R. F A C. 1. 25 FROM RL1 DRAWINGS " CERTIFICATE OFAUTHORILTION#9218 COMPONENT FOR ANY PARTICUIIAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mdy 05 O.i ANSI/ TPI 1-19SS SECTION 2. SPACING 24.0JREF - 1S2I352_Z03 Lly/Jt5 - L1y/yt5 - L,3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1T-6-4 R-47 U=180 1-1I0-3 15 0 0 R=23 U=180 L<1-4-011-1- 3-0-12 3-0-0 Over 3 Support R=234 U=180 W=3.5" IM1J UWU HKLHAKLU FKUM LUMPUILH I.NKUI (LUAUS & UIMLNJIUNJ) JU8M111tU BY IKUJJ MFK. 120 MPH WIND, 15.73 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. PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC OTY:3 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 T C L L 20. 0 P S F REF R 3 5 2-- 4 0 9 4 INSTITUTE. 583 O'ONOFR IO OR.. SUITE 200. MAD ISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO - 1 F I C,•. / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 0, 0, qTry C T C D L 7 . Q P S F -DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i N0. 4.1704 ROOF TRUSS DIVISION " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1: :1 BC DL 10.0 PSF DRW SLTUSR352 03125028PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C 7G / 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND STATE OF BC LL - 0.0 PSF SLT-ENG /WMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A L 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER (CAN FOREST AND PAPER ASSOLI ATION) AND TPI. ALPINE R1VP• T 0 T . L D . 37.0 P S F S E 0 N - 3 7 3 7 9CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED- APPLY CONNECTORS TO `•a FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f7s'O• t PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` 4 D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHIORQATION 59218 COMPONENT FOR ANY PARTICULAR -BUILDING IS THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. May o5 '03 SPACING 24.0" JREF - lS2I352 Z03 kLly/yD - L17/7D - L.1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0 1--- -5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:4 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 R. SUITE 200, MADISO N, WI 53J19). FOR. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED, STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•" FURNISH A COP Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE 70 e - Q't'F C•• Vy, J- '4 A•;F i NO.iZ%O4 T C T C BC L L D L DL. 2 0.0 7.0 10.0 P S F PSF PSF R E F R 3 5 2-- 4 0 9 5 DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. RooFTRussDlvlsloN DRW SLTUSR352 03125029 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 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 AN0 PAPER ASSOCIATION) AN0 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 : S IC•' PfORIV.,•o 1^'` BC TOT L L L D . 0.0 37.0 P S F P S F S E O N 36911 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUI TABCLI TY AND USE OF THIS t A 4 SPACING 2 4.0 t J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICUIVAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1916 SECTION 2. May 05 ' 0 3 1 cl7YyD - clyiyrs - — TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1(10 4 IIR-47 U=180 1-1I0-3 2= Rr3 U=180 Lc 1 - 4 - Oat 3 - 0 -12-- 3-0-0 Over 3 Supports R=234 U=198 W=8" M1J UWU fl%LKAKLU YKUP1 LUP1rUILK INYUI (LUAU) h U1P1LNJIUNJJ JUb Pi11ItU IST IKUJJ M1 K. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC 0TY:9 FL 1 - R - Scale =.375" Ft. WARN N6** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TOE IO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY ifi (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53119), FOR SAFETY PRACTICES P0.10R TO F`'f•.,: 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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALY. STEEL-. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r 6e: 4.' F Nio.42704 STATE OF O R1VPj V S NAL' T C T C BC BC T 0 T L L D L DL L L L D:. 20. 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-- 4 0 9 6 SMYTH LUMBER CO. RooFTRU55DIVI51oN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299.1 522 FAX: 407.299-91 53 DATE- 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125030 S L T - E N G / W M R S E O N 37437 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFlCATE OF AU7HORrlA710N #9218 DRAWINGS. 160 A- Z.THE SEAL ON THIS DRAWING -INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IL.I TY' AND USE OF THIS COMPONENT FOR, ANY PARTICULAR BUILDING IS THE RESPO NSIDILITY OF THE DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - May 05 'u SPACING 24.0" JREF 1S2I352103 kLlW/Wb - LiJ/JO - l,J/ TOP CHORD 2x4 SP ##3 BOT CHORD 2x4 SP #k3 IN I.) VVIU VKtr AKtu rKVPI uumwu ItK IINYUI LVAUJ 6 UIMLNJI VI ZJ) DUD PIII ICV DI IKUDJ MI-K 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F— 1 0-I-- 4 U 1804 9-4-0 R= U=180 2X4(A1) L<1-4-0 1 0 12 1-0-0 Over upports R=247 U=280 W=8'' PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL - 1 R - Scale =.375''Ft. aMI MG TRUSSES REUSE EMEME CARE INT ABRICATION, HANDLING. SHIPPING-- INSTALLING 00 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 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 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 FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A _ QyTF'• / ilei i-:. F ND. 42704 T C T C BC L L D L DL 20. 7. 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 7 SMYTH LUMBER CO. ROOF TRIJSS,DMSIONRESPONSIBLE*; DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125031 S L T - E N G / W M R 2722 SOUTH APOPKA BLVD, APOPKA, FL 32703 407-299-1522 FAX: 40T2995153 BUILO 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 STM A653 GR40 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF ;tom 1 A R,`' i 4 Ia ` B C TOT L L AD. 0.0 37.0 P S.F PSF SEQN 37439 D U R F A C . 1 .2 5 F R 0 M R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #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, PER ANSI/TPI 1-19-rS SECTION 2. INL v May 05 ' 0 3 SPACING 24.0" JREF 1S2I352_Z03 LIJ/Jb LlyIlVb - Ulf) - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 2X4 (A1) L<-- 3 - 0 - 1 2----->j 3-0-0 Over 3 Supports R=123 U=180 W=3.937" 1F100 U=180 1-10-3 9—L- 0 R=30 U=180 IM1S UWb YKLFAKLU I -HUM CUMNUUK INPUI (LUAU) & UIMLNSIUNS) SUBMIIILU BY TRUSS MFR. 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, ,LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLi TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a OTY:T 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HOB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD( SO N, WI 53719). FOR SAFETY PRACi]CES 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 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 PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI'. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEP7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M R A- w! T./-j /j 1 N J'4Z704 7C d Q a STATE 7J. t( f +V V v pA•. O R Or•,,t) FL T C T C BC BC T 0 T. L L D L DL L L L D. 20. 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-- 4 0 9 8 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APDPKA, FL 32703 407. 299-7 522 FAX: 407-299.9153 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125032 S L T- E N G W M R S E 0 N 37421 D U R F A C . 1.25 FROM R L W - PROFESSIONAL. ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITYSAND USE OF THIS CERTIFICATE OF AUTIHORIZATION lF9218 COMPONENT FOR ANY PARTICULAR BUILDING IS. THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 SPACING 24.0" JREF 1S2I352 Z03 kLIJ/yD - L1N/7D - I-D) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-10-1 180 4 7 9180 0 2X4(A1) 1-0-12 1-0-0 Over 3 Supports I— —I R=52 U=180 W=8" In1J vna rn[—n U rnvri 1.v—UICn —rVI LL—I a ui 120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART. ENC. 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 Crit: TPI STD FLBC 0TY:1 FL 1 - R - c 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. MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO P ER ORMINE THESE FUNCTIONS. UNLESS OTH ERNISE 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 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO PRNC. M A 1IF'('•.• atVIPj S N0.42704 T C T C BC L L D L DL 2 0. 7. 0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 9 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125033 S L T- E N G W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 a07- 299-T 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WT1 TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION FURLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF TOGA ASTM.A653 GR40 GALV. STEEL. EXCEPT AS NOTED. AP FLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERA Q,' S •STATE OF O R1 s.•_ B C TOT L L L D . 0. 37 0 0 PSF FP S F S E O N 37486 D U R F A C . 1 2 5 FROM u RHPROFESSIONALENGINEERINGDRANINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS NAL S P A C I N G 2 4 0 J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OF AOTHORTZATION #92IS ANSI/ ONENT1FORANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE_ NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 "L" 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 4„ 1 10" SPF 33, 4" 3, 4' 11" 4 1" 6' 5" 6' 5"' e, 8' 4.. 0, 10' 0" 13' 1" 13' 1„ L7 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 11 STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6"' 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" H 1 3' 9" 5' 11" 6' 4" 7. 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14, O" s P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 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" 7 DFL STUD3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2"' 13' 1" 13' 9" J STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 11' 11" 1 #2 3' 11" 6' 9" 6' 11 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11.' 14' 0" 14' 0" S PF33' 10" 6' 0" 6' 0" 7' 11" 7'.11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' C NN I- HFSTUD 3' 10" 5' 11 5' 11 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" 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" 6' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" C sP 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 3 4' 0" 6' 2" 6' 2"' 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' S" 12' 5" 14' 0" 14' 0" STANDARD 3' 11 5" 3" 5' 3" 6' I1" 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" 1D' 9" 13' 10" 14' 0" 14' 0" 14' 0" SPF 34' 2" 6' 11" 6' 11" e' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" H F STUD 4' 2'" 6' 11" 6' 11 8' 9" B., 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0'" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' O" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C sP 2 4' 7" 75" 8' D" 8' 9" 9' 6"' 10' 6" 11' 4" 13' 10" 14' 0" 1 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8'. 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' O" 14' 0" 14' 0" . 7 DFL STUD 14' 5" 7' 0" 7' 0" B. 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 1 14' 0" 14' 0" STANDARD 1 4' 4" 1 6' 1" 1 6' 1" 8' 0" B' 0" 10 6" ID' 9" 12' 5" 12' 5" 1 14' 0" 1 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'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. SYMM ABOUT f L" 2X4 SPOR DF-L #2, OR BETTER DIAGONAL BRACE; SINGLE OR 18" DOUBLE CUT L AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT ' Vl II'QI\IT R'I:IL: MIDPOINT of VERTICALWEB. - REFER TO CHART ABOVE FOR ` I.II. (•L' IFIC' ' WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. 71 INSTALLING AN BRACING. REFER T HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SAFETY PRACTICES PRIORS TIOR O PERFMING THESIE DUNGIONS. 200, UNLESSI OTHERWISE INDICATED, TOPCHORD SHALL HAVE TUTEPROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NO. 4Z7O4 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT -r 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 A% _STATE OF 2722 SOUTH APOPKA BLVD. DESIGN/ ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI( DR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING DF 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 20GA P ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i/O/C•••, O R I ',•• FAX: 407-299-9153 TRUSSAND, UNLESS OTHERWISE LOCATED N THIS ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRA.'ING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING AND RESPONSIBILITY N IBI IT Y SOLELYFORFORTHE FOR ANUS CDMPRTIOLARTBI DESIGNBUILDING IS THE THEZ'/'/D r A •j.1; `, CERTIFICATE OF AUTHORIZATION #921 RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X4 #2N OR BETTER BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR I 2 STANDARD 2 1 STUD 3 STUD I # 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR - LARCH 1# I 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 IOd 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 NABS AT 3" O.C. IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4'. 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT 2X4 LESS THAN 11' 6" GREATER THAN 11' 6" 2. 5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL sYUT n FOR LET -IN VERTICALSABOUT VERTICAL LENGTH TYP. RIGID SHEATHING 11 GABLE VERTICAL PLATE SIZES ll VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2X6 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 D 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 2X4 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRP)EN NAILS: 10d 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 GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030EC0901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, SIOD15EN0699, S09015ENO699, SO8015EN0699, S07015EN0699 S11030ENO699, S1003DENO699, S09030ENO699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. :;tCraii711Hi1fN11,.,. 2X6 ..V REINFORCING MEMBER 2X4 'T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE 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 WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7, 10 % 2x6 40 7, 50 7• 110 MPH 30 FT 2x4 10 7• 1O % 2x6 50 % 50 7, 100 MPH 15 FT 2x4 1O 7. 10 % 2x6 30 7, 50 7. 100 MPH 30 FT 2x4 10 7, 10 7. 2x6 40 7, 40 7• 90 MPH 15 FT 2x4 20 % 2x6 20 7 40 7. 90 MPH 30 FT 2x4 10 7, 10 7. 2x6 30 7, 50 7, 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 % 30 7. 80 MPH 30 FT 2x4 20 7• 10 7. 2x6 20 7, 70 MPH 15 FT 2x4 0 2x6 0 70 MPH 3O FT 2x4 10 2x6 10 EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" p\'LT,AMR yVPLACES DRAWINGS GAB98117 876,719 & HC26294035 I WARNING- TRUSSES REQUIRE EXTREMECARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V % v F Cq REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNOFRI DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HAVE TOPCHORDSHALLPROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i•- •, J DATE 10/24/01 S MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. K. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION DRWG GBLLF'TIN1001 ROOF TRUSS DIVISION CONTRACTOR. ALPINE ENGINEERE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y NO, 42704 ENG DL,J/KAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. R 1 APOPKA. FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7y 407- 299-1522 AMERASTMICAN A653 FORESTAND GALV.PAPER STEELAEXCEPTTAS NOTED. ANDAPPLYNE CONNECTORSOT EACH FACE OF SAREMADEOFOGA STATE OF TOT. LD. 60 PSF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A •' • OR. FAC. ANY PROFESSIONALENGINEERINGDRAWINGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE P••' OOO ''((. AX SPACING .24.0 CERTIFICATEOFAUTHORIZATIONM92I6RESPONSIBILITYSUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEOF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. fl1 I _nn.'••••''' t v-e VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. HOT 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 II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER_ AS REQ'D f 4-0-0 MAXI 12 12 MAX. yY2X4 W2X4 R'2X4 B-0-0 MAX-{ 16-0-0 MAX 12 12 MAx. F__ W2X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) tiY1X3 R'5X4/SPL _ 1V1X3 W2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "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 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E-NAILED W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL oil COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) \\\i\iinilllHfiltl( I AT 2 OC PLAN SUPPORTING TRUSSES AT .24" OC MAXIMUD4 SPACING. A / THIS DRAWING REPLACES DRAWING A105 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 TC LL 30 30 40 PSF REF VALLEY DETAIL INSTITUTE. 563 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TO CHORD C DL 20 15 7 PSF DATE 06/25/99SHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAD` SMYTH LUMBER CO. HAVE CEILING. IOF O G704IMPORTANOT-ERFURNISH,AATTACHECOPY THISDESIGN TO .THE INSTALLATION CONTRACTOR. ALPI ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ HANDLING, SHIPPING, INSTALLING AN BRACING OF TRUSSES. DESIGN CONFORMS WITH' jC LL O O 0 PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF IJDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299-1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS o. STATE OF Q OT. LD. 60 57 PSF 55ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF FAX: 407-299-9153 TRUSS AND,. UNLESS THERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL PROFQ A! Q I O P i ••.• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN THESUITAB T••_\ r r (` _ v . r4j///+ s/O•• ••••XV`` DUR. FAC. 1.25/1.33 1.151.15 CERTIFICATE OF AUT"ORIZATTON N921BRESPONISIBILITYLITY pOFSTHEOFB MPONENE FORNYPARING THE LAR BUILD5 UILDINGTHISTPIISEIONIS2SPACING24uurnnuuuuui 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 TRUSSES AT 24" 0( 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 1X4 "T" BRACE IS 9'-10". RIDGE B), C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 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 L( 3)6d BOX NAILS 3) 16d BOX NAILS C) ( B) TYP. ( B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN u1vlIvluIN InuJJL,J ill Ci'B uu 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING ZTRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105—CONV WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H!B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORDSHALL COw \ Nye, FfIFIC,q ••. LL 30 4 DL 20 30 15 40 PSF- 7 PSF REF CONY. VALLEY DATE 06/25/99 a SMYTH LUMBER CO. y VE CAECOPYOIOFCTHISNDESIGN V BCVL 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION IMPORTANOTP-. RFURNISHLY TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE 'RESPONSIBLE 2722 SOUTH APOPKA BLVD. FOR ANY DEVIATION FROM THIS DESIGN; A14Y FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO, 42704 Bt %L 0 0 0 PSF ENG MLH/KAR APOPKA. FL 32703 HANDLING, SHIPPING; INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE PAPER TQT.-TOT.60 57 PSI', 55407-299-1522 FAX: 407-29g9153 AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE DF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS ESIGN, POSITION CONNECTORS PER STATE OFSTATEOF PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE O 1.151.15 CERTIFICATE OF AUTHORIZATION 1$921 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 O / O •'• i f It LING SEE ABOVE,, TOP CHORD 2X4 y2 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 MfAY 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 PURLLN 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. Em AEE EITHER PLATE OPTIONAL B LOCATION IS SPLICE B B C ACCEPTABLE p B B C D—SPLICE C TYP. B C C B B C H C C—TYP. C 12 *p p 12 1 1 0 lupl C MAX- 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 1.4 "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 WEB 10' TO 14' MEMBER, OR BETTER, AND 807. 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 o o 0 o o 2,. 0 0 0 0 0 B 1/4" i •ATTACH. PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ,:,e9'S I1I''iiry)AWING REPLACES DRAWINGS 634,016 634,017 & 847,045 1 DRUSSESBRACINGEDRIREEFEREXTREMET HIB 91 E INHANDLING FABRICATING, INSINSTALLINGHANDLING, AND BRACING), PUBLISHED ta\•,• MAX LOADING' REF PIGGYBACK BY TPI (TRUSS P LAT E. INSTITUTE, 5 3 D'ONOFRID 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 SHALL Z. ^ FFl. T•• 4i 55 PSF AT DATE 06/25/99 DRWG PIGBACKB0699 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.r IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v 1.33 DUR. FAC. ROOF TRUSS DIVISION 2722 SOUTH APOPKA ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, NO. 42704 50 PSF AT ENG DLJ/KARBLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION 9.25 DUR. FAC. APOPKA. FL 32703 PUBLISHED BY THE AMER407.299-1522 FAX: 407-299-9153 ASTMICANA653 GR40T GAL V.AND PSTEELER ASSOCIATION) S ) ANDNOTED TFI. APPLYNECONNECTORSCONNECTORS AREEACHCH FACE OF OGA TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, STATE OF 47 PSF AT POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1.1 5 DUR. FAC. I PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AT•' CERTIFICATE OF Au77-IoaiZATION #9216 RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j / Q .1 • ACING 24.0 fr BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 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 16OTL 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 REQUIRED 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 1 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 1 2520# 1343 1.5" X 3.r 9 8 7 7 1 6 4 ++ 4 ++ 9.5" MAX 3X8 TRULOX ** T 18" AX7(2) 4 4 3X12 TRULOX 2X8 WEDGE 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFERTOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 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, S MYTH LUMBER Co.IDESIGN; TOPCHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. x IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOFTRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPli OR FABRICATING, I HANDLING, 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 20GA FAX: 407-299-9153 -. ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS DESIGN, 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 $1921131 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. liiUlQjhj DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 N i,, TC LL — PSF REF BC FILLER IFIC, q • F DL PSF DATE 06/25/99 y>:• GF, %.••'. B DL 10.0 PSF DRWG BCFILLER0699 No. 42704 : *C%LL — PSF -ENG DLJ/KAR TOE LD. — PSF STATE OF FAC. 1.0/1.15/1.25/1.33 cl n D1O.#ACING 24.0" BYO A1- T 17P T)( WI\T r n P 1 Y FP - IP T TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW. FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' 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 2 2 DENSE OR #1 N 2- 00-00 2-09-15 1 2 DENSE II i` 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., ,10 PSF TOTAL WIND DEAD LOAD. i . + UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3. 00 12 To 6. W2X4 I I I I 1' _ 3' 5' 7' R= 463#, W=3.5V END AND CORNER JACKS HJ 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 OR COMMON TRUSS 2Hir° 1 HIP TRUSS J5 J3 Jl J J1 J3 J5 J7 J7 J7 J 1 3 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS II ** ( 3) 16d TOENAILS 2. 1.2 12 W2X4 TO - 4.24 ALTERNATE LOADING W2X5 W3X4 TCLL 20 PSF N** SIIMPSON TCDL 20 MAX PSF 3/ 4' --THJA26 BCDL 10 PSF TOT. LD. 50 MAX PSF 9- 10-13 OVER 2 SUPPORTS - DUR.FAC. 1.25_ - R= 652 j, IY=3.50" HIPJACK THIS DRAWING REPLACE: ti a •""' Nuiq DRAWING HC11795029 r>< WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED J/w LL 30 MAX PSF REF 7'. STBK CS BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FUR-\ SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,11.q- TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL. J44\ p yC VIL•I i •. r- ICI, 15 MAX PSF q DATE 06/25/99 - SMYTH DRWG CS7SBK3AO699 LUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY F THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE v • J BC'L 10 PSF DIVISION ROOFSOUTH 2722SOUTHAPOPKA DESIGN; ANY FAILURE T ONC SHALL BUILDTHENOTBE TRUSSESEINONSIBLE CONFORCONFORMANCEWITH WITH; DEVIATIONFABRICATIING, NO•.42704 - , 1,L - 0 PSF` ENG SJP/KAR BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 3 - APOPKA, FL 32703 OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT= LD. 55 MAX PSF 407-299- 1522 FAX: 407- 299-9153 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 DRAWINGS 160 A-2. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL r 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 i ••'. /CP`;• 7ERnFlCATEOFAurHORlzAnoN#921BRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2.IN jO '• Q ACING SEE ABOVE 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. iYEB MEMBER SPECIFIED CLB I 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 I-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 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. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH i --WARNING-• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, I INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I BY TPI (TRUSS PLATE INSTITUTE, 583 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 AND BOTTOM CHORD SHALLSMYTHLUMBERCO. 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 27 22 SOUTH APOPKA BLVD. DESIGNI 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 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 THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIDNAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE CERTIFICATE OF AUTHORIZATION #921RSUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILIT, OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. e•G SIFICF'A No. 42704 STATE OF X0RIOP':, T-BRACE OR L-BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579,640 LL DL cDL ALL g. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR FAC. ACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 Y R HIRE j Builder:' MORRISON HOMES_ Address: oZ (//% Cl`"' " Permitting Office: l7k. City, State: Permit Number: Oy_ / gpg Owner: Ylol ie/dOA) )70WO Jurisdiction Number Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear glass, default U-factor 250.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 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: Unc. AH(Sealed):Garage b. N/A New Single family l _ 4 _ Yes _ 1979 ft' Double Pane - 0.0 ft2 - 0.0 W 0.0 ft2 R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft' R=11.0, 4.0 ft2 R=11.0, 412.0 ft2 R=30.0, 1983.3 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 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) Glass/Floor Area: 0.13 Total as -built points: 27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: I hereby certify thatZthi uildincompliancewiththen OWNER/A(EN DATE: ations covered the Florida n6d, is` in Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr HSPF:7.80 Cap: 50.0 gallons _ EF: 0.86 PT, _ Review of the plans and OgZBE ST41, specifications covered by this ti = ;4PO calculation indicates compliance with the Florida Energy Code. t /fill Before construction is completed N a this building will be inspected for w compliance with Section 553.908 jl, gS Florida Statutes. COD wig BUILDING OFFICIAL: DATE: -- sign: FLRCSB v3.30) t 1D FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , BASE GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1979.0 25.78 9183.4 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 1809.0 2942.7 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Adjacent Insulated Exterior 33.0 4.80 158.4 Exterior Insulated PERMIT #: AS -BUILT Overhang Ornt Len Hgt Area X SPM X SOF = Points NW 1.5 7.0 30.0 40.72 0.95 1158.0 NW 7.0 7.5 10.0 40.72 0.66 268.4 SW 1.5 6.0 25.0 56.99 0.89 1271.4 SW 1.5 6.0 25.0 56.99 0.89 1271.4 SE 8.0 9.0 64.0 61.07 0.53 2077.0 SE 1.5 6.0 20.0 61.07 0.89 1086.7 SW 16.0 6.0 15.0 56.99 0.40 340.4 NE 1.5 7.0 15.0 47.10 0.95 668.9 NE 1.5 7.0 15.0 47.10 0.95 668.9 NE 1.5 7.0 15.0 47.10 0.95 668.9 SE 1.5 5.0 16.0 61.07 0.84 823.2 250.0 10303.4 R-Value Area X SPM = Points 4.1 1393.0 1.18 1643.7 11.0 4.0 1.90 7.6 11.0 412.0 0.70 288.4 1809.0 1939.7 Area X SPM Points 18.0 1.60 28.8 33.0 4.80 158.4 Base Total: 51.0 187:2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab Raised 220.0(p) -31.8 0.0 0.00 6996.0 0.0 Slab -On -Grade Edge Insulation 0.0 220.0(p -31.90-7018.0 Base Total: 6996.0, As -Built Total: 220.0.-7018.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1979.0 14.31 28319.5 1979.0 14.31.. 283.19.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 r FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGauge rm DCA Form 60OA-2001 EnergyGaugeURaRES'2001 FLRCSB v3.30 FORM 60OA-2001 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 Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 1.0.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.0. 1266.6 As -Built. Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(0 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 41.8.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGauge'rm DCA Form 60OA-2001 EnergyGaugeO/FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 1 12168 5118 10495 27781 y y,O4T11E ST90 r o l C0 WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FIORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 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 cfm/s .ft. window areas .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 Penetrations/openings >1/8" 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 & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 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 OTHFR PRFl4(`RIPTIVF MFASIIRFS /miict hp mat nr aYrparlarl by all racirlpnr_ac 1 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. required. 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 efficiency 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 ' EnergyGauge@/FlaRES'2001 FLRCSB v3.30 I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear - single pane 250.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 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: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 4 _ Yes _ 1979 ft2 Double Pane - 0.0 ft, - 0.0 ft2 - 0.0 ft2 - R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft2 _ R=11.0, 4.0 ft' _ R=11.0, 412.0 ft2 _ R=30.0, 1983.3 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 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: Date: Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 PT, - THE S NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-7-at a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar 'designation), your home may qualify for 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 www.fsee. 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: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 t t 7 ',' ; i 1' i A + E..s s,, ,. "'YT'Px „i 9 { ,i, n ti,P}' „u , Va. (. i ,r S S•rtd> s _ "` i{}' t{, - : For. N1V HONES Notes: kip `Pit'r r'sdsa,.e k ,`"fS7y' x 3e ud,E t ^ tr . I* t-!f ® - 0 'f 11 0 O Y i .. ., !I 1 .4.F."' ihl I M A f , Weather Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F DesignTD 32 °F Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilationheatairrbad 39310 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin coolin 19_AArea (ft2) 19_A Volume (ft3) 18801 18801 Air changge smour 0.80 0.40 Equiv. AVF (dm) 251 125 Heating Equipment Summary Efficiency 7.7 HSPF Heating input Heating output 0 Btuh @ 47-F Heating temp rise 0 °F Actual heating fan 1200 cfm Heating air flow factor 0.031 drNBtuh I ..*- Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh DDesignryn temperature swing 3.0 °F UseRate/swing multiplier 0.98 Total sens. equip. load 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. bad 6551 Btuh Total eeqquipment bad 33977 Btuh Req. tahal capacity at 0.70% SHR 3.3 ton Cooling Equipment Summary 10". *.^ Efficiency 121 EER Sensible cooling 24850 Btuh Latent cooling 10650 Btuh Total cooling 35500 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.044 cfmBtuh Load sensible heat ratio 81 % Boldl(tallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighrts(Dft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ACCCP, E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 s RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House TV DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 °F Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh1F and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 cfm x 18 °F SurrrnerTD = 2482 Btuh 3. Summer infibation HTM 2482 Btuh / 301 ft2 Total window = 8.2 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 125 cfm = W% Btuh rroceaurev - cqutpntGnk 5ii-mg twaub 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F &immerTD = 990 Btuh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure loads = 27986 Btuh Rating and temperature swing multiplier x 0.98 Equipment sing load - sensible = 27426 Btuh 2 Latent sing load Latent ventilation load 0.68 x 50 cfm vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3696 Btuh Equipment stung load - latent = 6551 Btuh Const uc lion Quality is: a No. of Fireplaces is: 0 Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wragFitsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002=Jul-24 17:30:35 OM E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 A RIGHT-J WINDOW DATA 4 DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I 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 LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n rw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 1 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 m E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL'AIR HEATING,AIR CONDITIONING,R Job: YO.RKSHIRE 1979 7/24102 r 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MPNUHL J: in to Name of roan Enlie House G ROOPA DINING ROOM KfrCHEMNOOK T4CeilngstEngdeq ose Vld 220.0 ft 48.0 ft 17.0 ft 19.0 ftRnardrrereais0x11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft Ca -&Option 9.5 ft heaV000l dft heloodFA 9.5 ft heatbod 9.5 ft heatbod TYPE OF CST HTM Area Load (BVh) Load(BVh) Area Load (Btrhp Area Lid (69h) EXP06URE NO. Htg Clg M Htg Clg Htg Clg ftl Htg CIg M Htg Clg 5 Gross a 14B 4.6 2.1 16M 333 96 181 b 12C 2.9 1.9 4 4 0 wat and c 13C 3.2 12 424 119 67 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 6 WrxbAs and a 1C 37.0 186 6375 40 1478 25 924 2E 924 glass doors b 8C 37.0 64 2365 0 0 0 0c 0 Heating c 9C 38.7 0 0 0 0 0 0c 0 d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0''q 0 7 Wrdons end North 20.4 17 340 13 25B 0 0 0 glass doors NEIMN 39.4 165 6501 0 0 25 985 2E 995 Caolrg ENV 0.0 0 0 0 0 0 0 0 SESW 47.4 68 3239 27 1295 0 0 0 Sam 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 OUrerdoors a 11A 18.9 127 51 963 650 33 623 421 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1390 6360 21342 260 1198 535 70 323 144 15E 717 320 aposed b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 0 0 walls and c 13C 3.2 1.2 406 1279 475 119 375 139 67 211 78 0 0 partitions d 0.0 0.0 0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1979 3356 4405 209 354 465 1W 271 316 27E 467 613 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 ZD 5702 0 48 1244 0 17 441 0 1 492 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 pednelel c 0.0 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 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 301 8824 2482 73 2140 6M 25 733 296 Z 733 296 13 Subbtal bss=6+8_+11+12 35M 701X 2902 3333 Less ex" heatng 0 0 0 0 Less transfer 0 0 0 0 Heating redislributon 0 0 0 0 14 Dud loss 10% 3574 10°/ 742 100 290 10° 333 15 Total loss=13+14 39310 8167 3193 36M 16 InL gags: Pbcple @ 300 6 1800 0 0 1 300 c"* 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 W)U RSH gmn=7+8_+12+16 2154o 3 3325 Less exbrnal cooing 0 Less transfer 0 0 0 0 Coding redistribution 0 0 0 0 18 Dud gain 10°/ 2464 10°/ 372 100 297 100 332 19 TcU RSH ga(17+18)*PLF 1.00 29996 1.00 4C96 1.00 2277 1.00 3667 20 Air required (dm) 1200 1200 249 182 97 101 112 163 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. N~r-14=JHVE-c>fit Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 iwuvurv_ ra to 1 NamNadm= FAMILYROOM MASTER SUITE MASTERWIC BATH 2 Lerc tln of exposed m 33.0 ft 21.0 ft 0.0 ft 0.0 ft 3 Rnomdir. 17.0x 16.0ft 13.0x 18.0ft 7.5x 11.0ft 11.0x 5.5ft 4 CIeiings Condit. 9.5 ft heatlood 9.5 ft heapcod 9.5 ft heaVmd 9.5 ft heatbool TYPE OF CSf HT Area Load (Bl h) Area Load W) Area Load W) Area Load W) E>(P0SURE NO. Htg Clg ft Htg Clg ft Htg Clg M Htg Clg M Htg Clg 5 Grass a 146 4.6 2.1 314 200 0 Exposed b 12C 2.9 1.9 0 0 0 wags and c 13C 3.2 12 0 0 0 partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V*iJxsaid a I 37.0 0 0 35 1294 0 0 c 0 glass doors b 8C 37.0 64 2366 0 0 0 0 0 He2tr1g c 9C 38.7 0 0 0 0 0 0c 0 d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 Wrxiansaxl North 20.4 0 0 0 0 0 0 lass doors NENW 39.4 64 2522 35 1379 0 0 0 CooioxJ EJW 0.0 0 0 0 0 0 0 0 SESW 47.4 0 0 0 0 0 0 0 Sash 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Od"doors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 250 1150 514 165 75B 339 0 0 0 c 0 0 eposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vdsand c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 605 234 397 521 83 140 184 61 103 135 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 1 0 0 Not-: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perir>et-r c 0.0 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 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 12 Infiltration a 1 29.3 82 64 1876 528 35 1026 1 289 0 0 0 0 0 0 13 SubAotad bss=6+8.+11+12 670B 4019 140 103 Less exharralhealing 0 0. 0 0 a% Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 671 10% 402 10° 14 10° 10 15 Total loss =13+14 7379 4421 154 113 16 Int. gains: People @ 300 4 1200 1 300 0 0 c""' 0 Appl. @ 1200 0 0 0 0 0 0 c""'" 0 17 hu RSH gait-748 +12+16 5369 2827 184 135 Less a tral cooing 0 0 0 0 Less transfer 0 0 0 0 Cooling redishtuton 0 0 0 0 18 Duct On 10°/ 537 10°/ 283 100 18 1(y 13 19 TcW RSH geBF 17+18rPLF 1.00 5906 1.00 3110 1.00 1.00 148 23 Airrequied (&n) 225 253 136 13B 5 9 3 7 Printout certified by ACCA tD meet all requirements, of Manual J 7th Ed. wrrrghtsoiat Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RPIGHT-J WORKSHEET10ntireHOuse . DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: rrl tQ Nane of roorn UTILITY ROOM BEDROOM 2 BEDROOM 3 B®ROOM4 TI, tmupL Length oFer csed wall 7.0 ft 28.5 ft 13.0 ft 10.5 itRoomdrW..98 7.0x 10.5ft 18.0x 11.0ft 12.0x 120ft 11.5x 12.0 ft Ceiings Condit Option 9.5 ftheallood 9.5 ft heafccd 9.5 ft i h92Vcocl 9.5 ft heat'oocl TYPE OF I CST HTM Area Lard W) Area Load W) Area Load W) Area Load Pt h) EXPOSURE NO. Htg Clg ft Htg CIg ft2) Htg Clg 01 Htg Clg ftl Htg I Clg 5 Gross a 14B 4.6 2.1 0 100 124 10c E, p-d b 12C 2.9 1.9 0 0 0 vvafh and c 13C 3.2 12 67 171 0 Partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Widaivsaid a 1C 37.0 0 0 15 554 15 554 1 554 lass doors b 8C 37.0 0 0 0 0 0 0'" 0 Fi hng c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 Wrcb+sad North 20:4 0 0 1 27 1 27 1 27 Law doors NENW 39A 0 0 0 0 0 0 0 cofn9 ENV 0.0 0 0 0 0 0 0 0 SESW 47.4 0 0 14 648 14 648 1 648 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Olhwdoors a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 392 175 109 500 zn 8E 391 175 ap- d b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vralbad c 13C 3.2 1.2 49 154 57 171 539 290 0 0 0 0 0 partitions d 0.0 0.0 0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 74 125 164 198 336 441 144 244 321 1 Z34 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Nob: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 erh p,et r c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ: d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 12 Infiltration a 29.3 82 18 52B 148 15 440 124 15 440 124 1E 440 124 13 SubloW bss=6+6_+11+12 1328 2999 2075 1891 Less exlernel thong 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 133 10'/ 300 100 2m 10' 189 15 Total loss =13+14 1461 3299 m 20M 16 Int gams: People @ 300 0 0 0 0 0 0 0 1200 1 600 0 0 0 0 c"" 0 17 Sul)" RSH garrF7+&+12+16 1199 1614 1343 1280 Less eclornal cooling 0 0 0 0 Lesstialsfei 0 0 0 0 Cooling redstirbution 0 0 0 0 18 Duct gain 100/ 120 10°/ 161 100/, 134 10° 128 19 Tonal RSH gwf=(17+18)-PLF 1.00 1319 1.00 1776 1.00 1477 1.00 140B 20 Air required (din) 451 59 101 79 701 66 63 PlintmA certified by ACCA to meet all requirements of Manual J 7th Ed. 149& wrrghtsoFC Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 MANUAL J: Th Ed 1 Nane of mom MASTER BATH 2 Leax)tli ofe osed VA 23.0 ft 3 Roomdire,gors 120 x 11.0 ft 4 Ceiings CaxLt Option 9.5 ft heatlmol TYPE OF CST HTM Area Load (Bh h) Area Area Area EffPOSURE NO. Htg Clg A Htg Clg Htg Clg Htg Clg Htg Cig 5 Gross a 14B 4.6 2.1 219 Exposed b 12C 2.9 1.9 0 Halt; and c 13C 3.2 12 0 paft- d 0.0 0.0 0 e 0.0 0.0 0 6 Wrxb+6ad a 1C 37.0 16 591 lass doors b 8C 37.0 0 0 Fi hig c 9C 38.7 0 0 d 0.0 0 0 f 0.0 0 0 7 V*cbAsad North 20.4 0 0 lass doors NEWvV 39.4 16 630 c-oouig EA/VENV 0.0 0 0 SBSW 47.4 0 0 South 0.0 0 0 Ho¢ 0.0 0 0 8 Otlierdocrs a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.01 0.0 0 0 0 9 Net a 14B 4.6 2.1 203 933 417 aposed b 12C 2.9 1.9 0 0 0 vualo and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 NoBe: roan b 0.0 0.0 0 0 0 pereneIler c 0.0 0.0 0 0 0 is dispi. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 1 29.31 82 161 469 122 13 SubW bss=6+8_+11+12 2814 Less extiernal heating 0 Less transfer 0 Heating redsfibution 0 o M, 14 Duct loss 100/ 281 0/ o 15 Total loss =13+14 3095 16 Int. gains: People @ 300 0 0 1200 0 0 17 9 blot RSH gaiF7+8+12@*16 140Lesse)cternal cook-g Less transfer 0 Coding redisfibution 18 Dud gain 10°/ 147 o o 19 Tod RSH garF(17+18rPLF 1A0 1620 20 Air required (c5n) 94 792 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtseoi C Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 JC y i N3' bath duct l w0Cofaoofcap I 65c N TUNE 696RNB SX4 U O 5 qU s' 4' bath duct 4" t roof, c p Rgw% an-U F) 12x12 rag 12x6 1.cd , NU TONE 763RLNB _ l40 12x12 I.cd 9' 7 lox6 l.cd 265 - 7' • S F-M18x18r I Ox10 I'II.cd4 UV 3' bath duct 16 7 '- t%faoof cap X10 rag m J NUTUNE 696RN3 9 8.41.c 5, Ox6 l.cd N ZO4m•il"Ot 65 '3 NaLnIOxlO4d 165 I 0 1 I —I710x6g rag 80 z I 6' w+ 6' lOx6100 cd f v DMIi 3.0 TON V/IOKV 2240V IPH Q 18.13 pten r 4' dryer duct 24X14 RA0 to roof cap plotorn by r'I 9, bldr r n wn IhAiCOpt, 14x8 1.cdl i ISO Y O I r, U o Ratingr m w •• .. > z a amJ O D Q Must have a minhum clearance of 4'inches around the air handler per the State Energy code. All duct has an r=6 lnsulatlon value. m 0— J (n 0 0 t` L_ T_ IWJUJ t U!MrUMUH1 IVIY 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisus(a)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. Wien 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 consistency as water. 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, electrical wiring, 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 report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, eitherexpressedorimplied, 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 I of Z Re ort No. NER-617 Page 2 of 2 7.1 This Evaluation Report and the manufacturer's 5.0 IDENTIFICATION published installation instructions, when required by the BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Each container of Fungicide covered by this report shall be labeled with the application. a pP manufacturer's name/and or trademark and this National 7.2 be lshalllbeapplicators lcontrolEvaluationServiceevaluationreportnumber, NER-617 for field B s CorporCARE ation anldpest identification. operators. 6.0 EVIDENCE SUBMITTED 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and 6.1 Manufacturer's descriptive literature, specifications, and this report. installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and 7.4 In areas is a d it the appl c/abler r termitlocde untreated wood exposed to subterranean termites, treatment code official, BORA-CARE is applied only as a Termite and Eastern Formosan Subterraneanesearch & Lauderdale R supplemental pretreatment and is not a replacement for Subterranean Termite, Education Center, University of Florida, Document No. required treatments or barriers. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf 7.5 BORA-CARE was evaluated only for resistance to Scheffrahn. subterranean termites. 6.3 Test report, lab test of oral toxicity of BORA-CARE Subterranean Termite and Eastern 7.6 CARE is water le and shall be protected as Bote dagainstFormosan Subterranean Termite, Ft. Lauderdale Research & in Section 4.3 above. Education Center, IFAS, University of Florida, May, 7.7 asotBORA-CAREs n dcts a treatment for 1993, Masahiko Tokom and Nan-Yao Su. resistance o team tesbon LVL produeen 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the current status of this the subterranean termite feeding and tubing near and basis. For information on Evaluation Report, consult the NES Product Evaluation Gulfport, Mississippi, comparison of treated untreated wood floor joist, Mississippi State University Listing or contact the NES. 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 Code TM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW•-- FLANGE k WOOD BUCK \ CONCRETE OR MASONRY OPENING 8Y OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAUL( BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER ONE BY WOOD SHIM AS REO•D BUCK BY OTHERS SEE NOTES) BUCK WIDTH 1 1/4• MIN, INSTALLATION ANCHOR EMBEDMENT 3/16- CIA. TAPCON 1/4' SHIM SHIM AS REO-D SHOWN FLANGE TIDE SPACE MAX SEE NOTES) CAULK BETWEEN WINDOW FRAME W000 BUCK _k MASONRY OPENING JAMB G \ CONCRETE OR MASONRY BY OTHERS OPENING I BY OTHERS d d `INSTALLATION 1 MIN. ANCHOR BEDEMBEDMENT CIA3/-16' NQTAPCOSHOWN PERIMETER CAULK BY OTHERS_ CAULK BETWEEN WOOD BUCK h WINDOW WIDTH MAS'Y- OPENING 1/ 4' SHIM BY OTHERS SPACE MAX. EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FIANG FINISH WOOD BUCK BY OTHERS I EXTERIffi I WINDOW BUCK HEIGHT I I HEIGHT FLANGE TYPE Fri L STOOL WINDOW FRAME OTHERS SILL BY OTHEERRSCAULK SECTION_ 2 WINDOW WTH. B C D E K 2 WINDOW HGT. F G Q a 4 H I CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAI NOTES 1) SHIM AS REC-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 k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL_ 4) APPLICATION OF VULXIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AMU E1300 GLASS CHARTS. SINGLE GLAZING 15 SHOWN, INSULATING GLASS IS ALSO OUAIJFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. 1— J ELEVATION VIEWED FROM EXTERIOR i OZ Z-dz PRFTARED 9T: w CAE. iTLE.AAL.v aF LIJR IIIA- R..0.-LF. i atilt\ UL• A. Y aM. lCti.i43.C i GgPWE& L Al Ut4JAI UL VA. C' V;Z M .F A COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HOCHT EXTERIOR WTEWOR HEAD JAMBS 12 19 to X 26 99 99 11 F,G 13 19 ,n % 38 ]n 78 78 B P,G 14 19 ,n X 50 3n 59 59 B F.G 14+ 4 19 1n X 54 en 54 54 a F,G 14+ 5 19 1n X 55 en 52 52 a F.G 15 19 1/8 X 63 45 45 B F,G 16 12 , X 72 40 40 F C 1H2 28 I/2 x 25 BFG IH3 26 ,/2 X 38 3/1 51 51 a F,C 1H4 26 I/2 X 50.n 44 44 B F,G 1 H4+4 26 1/2 X 54 en 42 42 B F,G 1 H4+5 26 t/2 X 55 en 41 41 B F,G 1N5 25 i/2 % 63 40 40 B F,G 1H6 28 , % 72 40 40 F.G 3OX2 30 1/2 X 26 56 55 B F.G 3OX3 30 1/2 X 38 3/! 44 44 a F,C 30" 30 1/2 X 50 en 40 40 B F,G 3OX4+ 4 30 ,/2 X 54 e/a 40 40 B F,G 30X4+ 1 30 1/2 X 55 en 40 40 a F,G F,G 3GX5 630 ICI x 63 40 40 40a RF C 1 22 37 x 28 51 51 B F.G 23 37 X 38 3n 40 4o B F,G 24 37 X 50 3/540 40 B F.G 2444 37 X 54 An 40 40 B F,C 24+ 5 37 X 55 3n 40 40 B F,G 25 37 X 63 40 40 B F.G.H.1 6 1 37 X 72 40 40 F G H 1 4526 48 X 26 46 46 B F,G 4838 48 X 38 3/440 40 B F,G 4850 48 X 50 en 40 40 B F.G 484+ 4 4a X 54 SA 40 40 B F,G,H,I 484+ 5 48 x 55 en 40 40 a F,G,K.I 4863 48 X 63 40 40 B F.G,KI 32 53 ,n. X 26 45 45 33 53 1/e X 36 3/6 40 40 a F,c 34 53 ,/e X 50 6n 40 40 B F,G,H,I 34+ 4 53 t/a X 54 en 40 40 a F.G.H.I 34+ 5 53 1n X 55 en 40 40 B G NfRRV ON 161 I E04 I _ 110/26/07 1 B I GEN-0012 TEH NOLOOT CORP.• 230 INIERNARONAL PKI_ SUITE 750. /EATHROW, FLOROA 32745 PHONE 407 e05-=5 FAY 407 e05-0366 CAULK BETWEEN WOOD SUCN & MASONRY OPENING BY OTHERS ONE BY WOOD _\ BUCK BY OTHERS CAULK BETWEEN NDOw FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLAZING WANDOw HDGHT EXTERIOR PERIMETER CAULK BY OTHERS 0 4 PRE —UST SILL BY OTHERS INSTALLATION ANCHOR. 3/16_ DIA TAPCON BUCK WIDTH 1/4• MAC. Hlu SPACE SHIM AS REO'D CONCRETE OR ONRT OPENING SEE NOTE 1—B AN. EMBEDMENT BYBT OTHER$ I SHIM AS REO'D. FLANGE TYPE WINDOW FRAME CAULK BETWEEN SEE NOTES) JAMB Q WOOD BUCK & C MAVY OPENING BY OTHERS GLAZING Q 1-1/4" MIN. INSTALLATION ANCHOR EMBEDMENT - 0 3/16 DIA. TAPCON SHIN, 1 /4 MAX. ONE BY WOOD IM. SPACE EXTERIOR \ BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK \ WINDOw FLANGE BY OTHERS \ WOOD BUCK DOw WIDTH ` CDNCRETEWXN OR MASONRY OPENING FLANGE TYPE BY OTHERS WINDOW FRAME SECTION 2 STUCCO r.nre BY OF ERS FLANGE TYPE NDOW FRAME SILL an COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS wnOTH/HEGHT EXTERIOR INTERIOR HEAD IAMBS 12 X 60 40 58 D,E F,G 12. x 72 40 56 C D. F.G 16 X 16 40 106 C H.1 24 x 16 40 69 A..B H., 24 X 24 40 - 55 A.B F.0 21 x 30 40 45 A,8 F.G 24 X 36 40 40 A.8 F,G 24 x 48 40 40 A.B O.E F,G 24 X 60 40 40 A.8 O.EF.G 24 x 72 40 40' A.B D.EF.G 32 X 48 40 40 A.8 D.E.r,c 36 X 24 40 40 A•B O.EF.G 36 X 48 40 40 A.B D.EF.G 36 % 72 40 40 A.a D.E F.G 8 x 24 40 40 A.B D,E F,G 48 X 48 40 40 A.B D.E F.G 48 x 60 40 40 A.B O.EF.G 64 X 24 40 40 A,a F,G 72 x 38 40 AO A•8 F.G 72 x 60 40 40 B D.EF,G 73'x T6 40 40 A.B H,I CE nUL FLORMA R. O. A. F. BECK WINDOW WTHHEIGHTWTH MANUFACTURER NAME: I GeNGRp,,L. AwMTNuri GENERAL NOTES MASTER HLE A C ai J SHIM AS REO D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM: MAX. ALLOWABLE D E SHIM STACK TO BE 1/4'. 1 2) WINDOW FRAME MATERVy: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHINO WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESVE CAULK OR APPROVED EOUAL. . E CAULK AT FRAME SILL MUST WITH SEALANT 2 4) APPLICATION OF VULKIM 116 AOHESI`/AN MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLA55 CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. H 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. HGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /B 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 PRESENT. B SCREWS SHOULD BE PLACED AT MAX. 6' FROM CORNERS &MAX. 24' O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT' LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC THE 1550 SERIES, F G MARBLE SILL STOOL 8, OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VELKEM 116 ADHESIVE CAULK OR APPROVED EOUAL ELEVATION VIEWED FROM EXTERIOR SECTION 1 yL DATE I $YM4/—u9L 1001 W. Crosby Rd • ComoMon. TX 75006 • P.O. Bov 819022 • DDODs, iX 75331 DRAMND KsoC T INSTALLATION. DETAIL SERIES 1450/1550 FLANGE PW MA BT UAAD. Ba "'s gg N/A a.« • aaa cmm DA CA4 :IAeiT. Br• ax. ECH ' — . ._.. ._ 1='11 GFNIC' SHEATHING BY OTHERS p8 INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN FIN SHIM AS REO'D. dl SHEATING SEE NOTES) 1. MIN. EMBEDMENT FIN TYPE WINDOW FRAME JAMB 2 X -ODD BY OTHERS I II/ SEE NOTES) V SILLBY 8-SCREW IIIIINSTALATION ANCHOR SHOWN TYP.) EXTERIOR FINISH I- MIN. BY OTHERS EMBEDMENT SHEATHING 1 SECTION BY OTHERS 18 INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULY 'ETWEEN SHE/ 3 k FIN . 6Y 0'..-HS 1' MIN. EMBEDMENT T u SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.—+•y ANCHOR (TYP.) O O O O O O 0 `L724' D.C. / MAX. (TYP.) O O WINDOW EQUALLY SPACE ANCHORS (TYP.) HGT. Q 0 O / O SHIM ACI REO'D. O SEE NOTES) o• o o o 0 6(TYP.) 2 X WOOD BY OTHERS 6' MAX. (TYP.) CAULK BETWEEN WINDOW FIN &ELEVATIONSHEATHING VIEWED FROM EXTERIOR' MANUFACTURER rWlff a Al F-RaI 4, 1)"'Al QM - - COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE N0. OF /8 SCREWS NO. OF 0.090 CIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME DIM/HEIGHT IOR HEAD SILL 0-EA. JAMB HEAD SILL 0 EA. JAMB 16 X 30 9 2 2 2 2 2 3 16 X 4D 2 2 3 2 2 3 16%50 2 2 3 2 2 3 16 X 60 2 3 20 X 30 2 2 2 2 2 20 X 40 TT 2 2 3 2 2 4 20 X 50 2 2 1 2 2 4 20 X 60 8 2 2 3 2 2 28 % JO 7 2 2 28 X 40 2 2 2 3 2 2 3 28 X 506 2 2 3 2 2x2 30 % 30 52 52 2 2 2 1 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 Al 2 2 3 2 2 4 30 X 60 O 40 2 2 3 2 2 4 38 X 30 41 41 2 I 38 X 40 ao 40 3 3 3 3 3 3 38 X 50 AO 40 3 3 3 1 3 4 38 X 4 3 J 1 1 5 40 X 30 40 40 2 40 X 40 40 40 3 3 3 1 3 3 40 X 50 40 40 3 3- 3 3 3 4 42 X 6 4 a 3 3 3 3- 3 5 53 7 y 4 1). SHIM AS REDID. ADJACENT TO 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 FIN AT HEAD. SILL k JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LWITED TO 40.0 PSF DUE 70 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED w TEST. 7)- INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN. CIA NAILS OR 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE WIN. I' EMBEDMENT INTO SUBSTRATE. 8) IF E%ACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED VAIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULA LING GLASS SINGLE HUNG SERIES. t001 W. Crosby Rd.- C9rro111ol, TX 75006 • P.O. 8os 319022 • Dodos, 111 75 on•+WG X($CNP11911 ASSEMBLY DRAWING SER1E5 1-0/1940 TDL SINGLE HUNG WINDOW m•« e• 0 9+ sc•M 0B N A caa o•rz oc .wall S+MIRENSION 9 ECN — 11 05/01 8 GEN-OOT3 V MIN,. SHEATHING EMBE DMEnT BY OTHERS CAULK BEHIND FIN EXTERIORFINISHByOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER GLAZINGSEENOTES) EXTERIOR FIN TYPE FRAME Sit PER] -ETC BY OTHER EXTERIORFINISH BY OTHER CAULK BI SMIBr OTHERS SECTION I WINDOW WIDTH )/4IM SPACEnax. S 2 x By WOOD H BY THERS SHIM AS REO'. 2 X VOO Br OTHERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCREW GLAZING 1' MIN. S.I. AS REO. ( SEE NOTES) EnBEOnENT 4' MAX. SHIM SPACE' EXTERIOR PERIMETER CAULK Br OTHERS AB INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BE FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH WIN 00VHEIGHT 0 24. O.C. MAX. 1 ( TYP.) J_ n / 2 WINDOWHEIGHTEI 0 0 0 00 6' MAX. (TYP.) -- - 1/<'-MAX. SHIM SPACE ELF V ATION INSTALLATION VIEWED FROM EXTERIOR iCHOR SCREW X WOODOTHERS COMPARATIVE ANALYSIS & ANCHOP. CHART V N V DESIGN PRESSURE N0. OF aB SCRE VS N0, OF 0.099 DIA. NAILS SIZE' NCHE S7 CAPACITY IN PSF REQUIRED 1N FRAME REQUIRED IN FRAME VIDTH/HEIGHT EXTERIOR INTERIOR HEAP L SILL P EA JAMB MEAD t SILL B EA. JAMB 20 . 30 4D 40 2 22 22 20 X 40 40 40 2 2 3 20 X 50 0. 60 4040 404 222 3 30 : 30 40 40 2 3 30 a 40 40 40 2 2 J30X50 6040040X30 40 40 2 2 430 40 40 3 a323 34040X4040403 3 440X5040403 55060404033425030a0403 4 350X4040403 4 45050604040404033454040 CENTRAL FLORMA B.®AA.F. MANUFACTURER NAME: CLIV-'Elil- Ai (j li1yV,,/y MASTER FR,E # NOTES: J) WHEREPOSITIVEWATERDESIGRESISTANCE VILLTEST REQUIREMENT OrBELIMITEDTOa0.05PSFOFDUE STONWAOAD APPLIES. TER TEST PRESSURE OF 6.0. PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO WOOD STUDS USING LB SCREWS SUFFICIENT LENGTH TO PROVIDE MIN.. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA NAILS, 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENTTOEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS ( TYP.) 5) WINDOW FRAME MATERIAL ALUHINUNALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL L JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUMS 00 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP.) L ONE BY WOOD CAULK BETWEEN B. 31 OTHERS WOOD BUCK L ASDNRY OPENING INSTALLATION ANCHOR BY 07HER$ 3/16' DIA. TAPCON SHIM AS RE CAULK BETWEEN WINDOW 1SEE NOTE S, FLANGE L WOOD BUCK I CONCRETE OR NASOTHE ROOPENING 1-I/a• MIN. d EMBEDMENT SHIN SPACE EXTERIOR FINISH v BY OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE WINDOW FRAME GLAZIAGHEADER SEiEN]TT C I, WINDOW EXTERIOR BUCK HEIGHT NIGHT SHIM AS RED.D cSEE NOTES) FLANGE TYPE WINDOW FRANE _ SILL roNE BY WOOD BUCK By PERIMETER CAULK BY OTHERS f 1/a' MAX. SHIM SPACE d EXTERIOR FINISH 4 d BY OTHERS d CAULK BETWEEN WINDOW FLANGE L WOOD BUCK 1-1/4' MIN. EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCON BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I NOTES: 1) SHIM AS RE07D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE I/A . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FIANCE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AST E13GO GLASS CHARTS. 61 DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TO 40.0 PSF. 7 FOR INSTALLATIDN OF FLANGE FRAME VINDOVS IN CONCRETE OR HASONFY OPENING. USE 3/16' DIA. TAPCON TYPE ANCHORS or SUFFICIENT LENGTH TO PROVIDE MIN. I-1/4" EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6" MAX. FROM CORNERS L 24" O.C. MAX. BETWEEN. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TD ADCOUATELY TRANSFER LOAD FROM WIN OV TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TD LINT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. CENTRAL FLORIDA ;B.0-A-F. MANUFACTURER NAME: zeAL,-RA-L Al (1/7/NVH _ MASTER FU E # I j WINDOW HEIGHT 2 I WINDOW WIDTH , ELEVATION VIEWtD FROM EXTERIOR ej I 7— 7z_X k, v.• NAX. ' 1 BUCk VIDTn- $HIM SPACE SHIM AS RE SEC NOTES) EMBEDMENT FLANGE TYPE I CAULK BETWEEN MBOW\ BILE t JAMB -s'OPENING BY OTHERS r r a INSTALLATION ANCHOR FAAZIMG <iN. SEE NOTES) 3/16" DIA tAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS VODO BUCK WINDDv WIDTH CONCRETE OR MASONRY OPENING SECTION 2 BT OTHERS WINDOW HEIGHT 2 l fJ WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR IDO1 M. CTosSy Rd. • CRNoBIw, TX 75006 • P.O. Bos 819022 • DoPm. TX 75381 TPANIw DC SCRIA+III« INSTALLATION DRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW fR.vx t+ .o. t. sc.Ac BB N/A Cp N+C N4 untCa 3/20102 1 B I GEN-0025 SHEATHING BY CT. ER'. CAULK e Ex TEROR F BY OTHERS PERIMETER CAULKByOTHERS FIN TYPEFRAMEHE GLAZING (1 SEE NOTES .. .I GX IGHIu Fw TYPE _/ FRAME SILL / PERIMETER CAULK J BY OTHERS 9 INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS DO Ij DESIGN PRESSURE CAPACITY Of wN00W h INSTALLATION I$ 10.0 PSF, Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.C99 IN. DIA NAILS. PLACE .099 NAILS 6 FROM BUILD DOWN CORNERS MAX, k 8. O.C. MAX, BETWEEN. BY OTHERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING I8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS E MAX. FROM CORNERS k 2 C.C. MAX_ BETWEEN. SHIM AS REO'D. ADJACENTEATO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 , 8 INSTALLATION 5) WINDOW FRAME MATERUL: ALUMINUM ALLOY 6063. ANCHOR SCREW (TYP,) 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAl.AROuNO EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIM AS REO'D. GLASS CHARTS, SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE F- 1/a' MAX, STRUCTURE . I SHIM SPACE 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 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING FSjY STTEM.. $ 14 y 7' A g T CENTRAL.- FLOREDA R.O.A.F. MANUFACTURER NAME: 1:2Fti/ER:a 44 (iM/n/(1M MASTER FLUE # a WINDOW WIDTH MAz. SHIM $7ACE TWO BY FRAMING SHIM AS REDO, By OTHERS FIN TYPEFRAMEJAMB I' MIN EMBEDMENT HEATING By OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS x I R EB INSTALLATION ANCHOR SCREW (TYP.) WINDOWWIDTn PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WIDTH —i WIN W HEIGHT O. O O O O O Tlo N-o O O O O WINDOW O WINDOW / HEIGHTNDOJ HT O L O o o 0 0 0 0 0 0 0 0 0 0 0 0 LI/a' MAX. SWIM SPACE ' SHIM AS REDID. - SEE NOTES ELEVATION ELEVATION VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 1 MIN. ` I X FRAMING EMBEDMENT BY OTHERS _ A 1001 W. GoTC1 Rd.. CorMtl., TX 73006 . P.O. BoF I A FIN INSTALLATION DIET SECTION 1 DESIGNER SERIES 1100/1900 PII Be N /A cau c•': E SYu IRE.+4CN I BY I EC- _ }11/02 C CAULK BETWEEN W000 BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW RANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER - EXTERIOR FINISH BY OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE WINDOW FRAME HEADER WN, OW HEIGHTEXTERIOR FLANGE TYPE SISILL FRAMEWIN PERIMETER CAULK BY OTHER ONE BY WOOD UCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH+ A MIN. 3/16• DIA, TAPCON EMBEDMENT FLANGE TYPE SHIM AS REOD. SHIM AS WINDOW FRAME SEE NOTES) 0 ES) SEE NOTES) JAMBQ CONCRETE OR MASONRY pPENING ENBEDMENTINSTALLATION AULK FIT OTY. ER ANCHOR 3/ T6• DIA. TAPCON PERIMETEBY OTHEQ CAULK BE7wEEN 1/4- SHIM DMASONRY W000 BUCK & OPENING SPACEMA%. BY OTHERS EXTERIOR EXTERIOR FINISH BYOTHERWON -BUCK BUCK HEIGHT SECTION2 ANCHOR (TTP.) J K HI PRE CAST SILL v Q a BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH WLKEM SECTION 1 + 16 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES DOW GHT BICHT 1A WINDOW WIDTH D F 2 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 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 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B,F,G 48 x 12 40 77 H,K 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 1 H,K A,B,F,G 72 x 12 40 70 H,K A,G 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 G CENTRAL FLOREDA B. €). A. F. AUNUFACTURER NAMM: 1) SHIMASREDD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- Eti/Ef/(—L .4IlNf'(7(Jf't' Z) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063 ELEVATION 3) USELATEXCAULKBEHINDWINDOWFLANGEATHEADANDJAMBS.SILL MUST BE MASTER F ATTACHED TOTHESUBSTRATEWITHWLKEM116ADHESIVECAULKORAPPROVEDEOUALVIEWEDFROMEXTERIORQ4) 'APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS-OF ASTM E1300 GLASS CHART Jy SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO 1001 W. Cmp PA. CrnMm TX 75006•F.Q BD. e++o THE 1580SERIESMODIFIEDSLIDERINSULATINGGLASS. B) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE INSTALLATION DWC. MASONRY W/ ON 3 16' CIA 7APCON ANCHOR OF. SUFFICIENT LENGTH TO PRDWDE MIN1-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN ON CHART. - I SERIES IABO MODIFIED HORIZONTAL SLIDE 9) SEE ELEVATIONS FOR KEY 70 TAPCON LOCATIONS. 10) INSTALL / B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MN. EMBEDMENT INTO WOOD BUCK A7 ALL Dan CHKD KALE FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO-D. BB N/A 11) IF EXACT WINDOW SIZE IS N07 USIED N ANCHOR CHART, USE ANCHOR OUAN717Y LISTED WITH NEXT LARGER SIZE. D. TC N.vov e+ 3/20/ 02 f.•MD WIVJ,KI RCM%DD. CDAr.:fD wRlli•.DP•ti 9+R a>o. A•*.M.. .MC. I11.4 .V4 l•0 1 M SHEATHING BY OTHER 9 SCREW !NSTALATION —` ANCHOR (TYP.) EXTERICR FINISH BY OTHERS PERIMETER CAULK BY OTHER' F N TYPE VI.NDO:T FRAME HEADER rXT RIOR CAULK BETWEEN FIN SD X FRAMING SHEA'NG r OTHERS 1 MIK IULK BETWEEN1/4' MAX —IIEATHINGMBEDMENT AS7ESj D SHIM SPACE FIN OTHERS 2 X FRAMING SEE EY OTHERS FIN TYPE WINDOW FRAMEENT N. rMAX JAMB SHIM4ISHIM SPACE T p8 SCREW INSTALLATION ANCHOR (TYP.) SHIM AS REO•D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS - W'INDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS FIN TYPE SECTION 2 YnNDOWFRAME S.L 6"MAX.(TYP), EQUALLY SPACE m EO S)LP SILL STOOL BY OTHER PERIMETER CAULK L 1/4" MAX. FBYOTHERSHIMSPACE SHIM AS REO.O JB SCREW INS7ALATION SEE NOTES) WINDOW ANC=OR (TYP.) HEIGHT 2 X FRAMING BY OTHERS X TE R:OR F:VISr EY 0-HERS CAULK BETWEEN WINDOW FIN & SHEATHING SHEATHING BY C-HER 1" MIN. EMBEDMENT SECTION 1 GEr:ER<_ NOTES: 1) S-t' AS REC"D. ADJACENT TO EACH INSTALLA-tO\ ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACY TO EE 1/4•. 2) W:.DOW FRAME MATERIAL ALLOY 6063 31 USE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL & JAM85. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC7110 EXTERIOR OF WINDOW FF AME. 5) G_+55 THICKNESS MAY VARY PER THE REOULREMENTS OF ASTM E1300 51%. LE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 6) DR MNG APPLIES TO INSTALLATION OF FIN FRAME WIN -OW IN WOOD FRAME OPENINGWTWO8'WOOD STUDS USING 099 IN Du Nz:_S ^. R_ 18 SCREWS OF SUFFICIENTlE`.rH TO PROVIDE "N 1' EM3EDMENT INTO SUESTR . 7j IF E CT VANOCW SIZE IS NOT LISTED IN CHART. -,SE ANCHOR OUAN117-Y LISTED NE!- LARGER SIZE. WITH 8j GE'. -;AL ALU%! NUM'S 1180 SERIES HORIZONTAL S' DER :S SHOWN• THIS PRINT ALSC AF=_.ES TO TEE 1980 INSULATING GLASS HCRIZOr::AL SL:DER SERIES. COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART VRNDOW SIZE DESIGN PRESSUP.E y8 SCREWS REO'D. 099 NAILS RE0'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB I 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 4.0 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 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 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 2 pTCFA3q'RaaII/..+ TIEA•T,.,O7Ci1:tDA MB.O.A.F. LyYA i lJi' AC i Y.laO ER N L'dE "e ANCHOR (TYP.) Li il/1(I/'/ WINDOW WIOHT MASTER ' U F, # ELEVATION VIEWED FROM EXTERIOR.'-. s . 4w 1001 Y. Claq Rd.. Cmn014A D )5004 • t.0. Be. 619017.OJe> is 7SB1 INSTALLATION. DRAWING WOOD FRAME STRUCTI'RE SERIES 1150 /1980 MODIFIED HORIZONTAL SLIDER j( J DRN BB c—D S.µt N/A 03 • nera.•r tZ.t0• r. a.-r a.. _..._.•... Rw(II D+i[ DRN NaIM9E1 I 03/I1/02 I GEN-002? ss.a ."v Ia,,.. !M-0_af r+. .•4a. D+:c sL a..va e* INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET — C NTR.0 FLORIDA B'0° MANUACTURER NAM: WINDOW FRAME JAMB TYP.) DWG No: GEN70452 IA P MULLION II i DIE NO. 1445 I II I I II I I II I I Ii 1 IrT I L4. INSTALLATION ANCHOR TYP.) TES. FILE # q I I 8 SELF TAPPING ° SMS (TYP.) 0 SUBSTRATE MULLION DIE NO. 1445 SECTION A- A v EXTERIOR ELEVATION v ° SEE NOTES a v a .. a ° I # 2 & #3 F-- 1-7/8" SECTION B-B 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 & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS LRA IN VERTICAL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE N0. 1445 DRN: JS APRVD:.- - - - DATE: 3/1 7 /02 SCALE:MATL: DWG NO: GEN-0452HALF ---- PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 r-. GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. 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 #1"5 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 CA020122 FEB. 19, 2002 02-0217 k Itt 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 m DING NO: A-0451 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) iVi U L_L I ON DIE NO. 1446 SECTION A- A n MULLION DIE N0. 1446 II I II I II I I I I MULLION ANCHOR BRACKET o ° v a a 0 CI IOC=3 A TC INSTALLATION ANCHOR TYP.) SEE NOTES a o # 2 & #3 v L 1-7/R EXTERIOR ELEVATION MANUFACTURER '-- ./,- `-t•' NEB 4LVM (iyUM M-ASTERFILE # 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 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 DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3 IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ## AREA: ORN: APRVD: - - - - DATE: 3 1 -, , C SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD ---- JS FP,AUING. WT/FT: _ _ — — SCALE: HALF MATL: — — — — DwC NO: GE", PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PNWY, HEATHROW. FLORIDA 32746 PHONE 407-805-O365 FAX 4V-?G5-0•c: SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SLIDING GLASS DCOP.,FRAME SILL SHIM AS RE'D'C INS-,ALLAT!CN ANC CR -— DOOR VIDTH I /4• MAX. SHIM SPACE SCRLV TWO BY vOOD SEE NOTES) e8 17118 HIN BY OTHERS CAULK BETWEEN EMBEDMENT DOCF. FLANGE TvG 3r v00 SLIDING GLASS B SHEATHING BY OTHERS DOCR FRAME JAMB lI\ SLIDING GLASS DOOR SHIM AS REO-D. jl\ I i r SHIM SPACE HOOK STRIP SEE NOTES> c .4, INSTALL ATIGN nvCHCR 6 SCREW 7VO BY VOOD BY OTHERS CAULK BET VEEN HOCK STRIP L SHEATHING INSTALLATION ANCHOR L I-1/8' MIR nB SCREW EMBEDMENT TEMPERED GLASS CAULK. BETWEEN T YP.) DOOR FLANGE t SHEATHING SHEATHING BY OTHERS PERIMETER CAULK BY SHEATHING , " BY OTHERS TEMPERED GLASS OTHERS STUCCO - (TYPJ STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL A NOTESI) DOOR )u SERIAL• .LUMIMUM ALLOT 6061 2) .8 IMSTALLATIOH SCRCVS MUST BE OF SUFFICIENT LENGTH TO ACNICK NIH ENBEDNCNT OF 1-1/2' INTO VOCO TAPCON TTPE INSTALLATION ANCHORS AT SILL )UST BC OF SUFFICIENT LENGTH TO ACHIEVE MIME EMICDMENT OF 1-1/4' INTO MASONAT OR CONCRETE O) INSTALLATION ANCHOR CHART ON BACK C! THIS SHEET. U... f,L:CCHIZED ACRFLIC CAULK BENIND DOW FLANGE AT HEAD L JAMBS 3) uSE SIL ICONIZED ACRTLIC CAUIx FOR PERIMETER SEAL AROUND EXTERIOR OF DIXBL. 6) IF C St ZC IS NOT LISTED INCHART, USE ANCHOR OUAMTITT LISTED ViM MEXT ER SIZE. DESIGNLARGERSIZE- FOt INC APPROPRIATE DESIGN PRESSURE REO'D. B T) FOR POCKET fb fIICS USE CLOSEST 7TPASS DOOR SIZE L CONFIGURATION TO FIMlSMEO OPENING. P AS 1140— B PLACE DK ALLAI,,,,,, TAME1 PER RE.IRCMENToF TA,,. CI] GLASS CNARTS. B> 0.ASS THICKME SS 9) ODOR UNIT IS APPROVCf) USING GITN-A SINGLC&LAZ a ORI UL SING GLASSITENPEALD10) JAMB / SILL CORMCRS V e 11) SHIM AS ROC, 0. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOVARLE SHIN STACK TO IE 1/A•. 121 ALL INSTALLATION ANCHORS MIT 3C NAOC OF CORROSION RESISTANT NATCRfALi. A 1- 13) WHERE - RCPRESENTI MOV. PANEL AND I- RClRCSE.T' FIXED PANEL APPROVED CGNFIGU"TICMS ARE AS LISTED ON ANCHOR CHART C. 3^CX OF THIS SHLT. EXTERIOR E L E V A I I O 1 MOT ALL COKIW 11-3- 1 LISTED ABGVC ARE SPOT ON THIS GRAVING. HOWEVER INSTALLATIONSECTIONS 'A -A'. '3-I' t HOOK STRIP DETAIL APPLT TO INSTALLATIONCRAVING. OF ALL -APPROVED D ), G -- - CCWFIGWATICRS 1-1/4' MIN. Z FANEL DOOR SHOVN 13) FLORID^ CKTRUDERS ION 'RIES SLIDING GLASS DOOR IS S-0— THIS PRINT ^LID APPLIES TO am SERIES AND SOD SERIES O A ' / A D J D I R LIBE.-<ALLTAPPLY CAL:LKING UNDER SILL OR SET SILL -M BED !NSTALLATICN ANCHOR 1 , OF HNCRETE 3/16' DIA. TAPCON SECTION A -A FE 12002 8 MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYPJ DOOR HEIGHT D EM3F^MFNT ESCRIPTION DATE JINI F L O P I D A IN EXTRUDE. R DC. SANFOPL FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH * SCREWS DP.AWN BY: 3-3 APPRDVED BY: SCALE: Ni; IDKG FLE:OC:? SH : 3 8 SCREW INSTALLATION ANCHOR. CHART.. DOOR. QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIPNOMINALDOOR SIZE AND SIZE LIP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURA T ION 45 PSF 60 PSF 70 PSF I a5 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 Xx, Ox, XO 48 X 80 6 6 6 8 B 8 8 a a 4 4 4 4 5068 XX, Ox. x0 60 X 80 6 6 6 8 8 8 8 4 4 4 6068 XX. X, XO 72 X 80 8 8 8 8 8 8 8 4 4 4 2068 XX, x, x0 96 x 80 10 10 10 8 8 8 4 a 4 t0068 xx. Ox. xO 120 x 80 0 10 10 5 5 5. 5080 XX, Ox. X 60 x 96 6 6 6 10 10 10 5 5 5 6080 XX, Ox, X0 72.X 96 B 8 8 10 10 10 5 5 5 BOBO XX, x, XG 96 X 96 10 10 10 10 10 10' S 5 5 10080 XX Ox XO 120 X 96 12 12 2 6 6 6 50100 XX, Ox, X 60 X 120 6 6 6 12 12 12 6 6 60100 xx, Ox- X I 72 X 120 8 I 8 8 12 6 7 88 0 0 x x x x 96 x 120 12 8 12 8 8 4 a 4 9068 OXO 109 1/8 x 80 12 12 12 4 4 12068 X 145 1/8 X 80 14. 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16.' 16 16 8 8' 8 4 9080 OX 09 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 OX0 145 1/8 X .96 14 14 la 10 10 10 5 5 5 t5080 OXO 181 1/8 k. 96 10 10 10 5 7 8 90100 OXO 109 1/8 x 120 12 12 12 12 12 12 5 7 8 120t00 OXO 145 1/8 X 120 14 4' 4 12 12 N 4 4 9068 XXX 106 5/8 X 80 12' 12 12 8 8 8 8 4I4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 a a 4 150S8 XXX 178 5/8 X 80 8 8 10 5 5 5 9080 Xxx 106 5/8 X 96 12 12 12 10 10 5 5I 5 12020 XXX 142 5/8 X 96 1a 14 14 10 10 10 10 S 5, 5 15080 xxx 178 5/8 X 96 16 t6 t6 10 10 i2 6tt4 8 90100 XxX 106 5/8 X 12Q 12 12 12 12 12 I I 68 1polgp XXX tat 5/8 X 120 a e A 12 12 12 8 44 10066 OxX0 119 5/8 X 80 12 12 12 8 8 12068 xxO 143 5/8 X 80 14 14 14 8I 8 8 8 a4 4a 16068 OXXO. 191 5/8 x 80 18 18 18 8 8 I XX X 'b 12 12 12 lU 10 5I12080 xx0 1143 5/8 X S6 14 I 18 l2 Q 10 5H 5 80 Oxx 191 5/8 X 96 18l0l00 10 143 /8 X izo 12 12 12OxXOc1£ 19. 12 12 2 5 6160100 Oxx019l /8 X 120 1e I XXXX 12068 XXXX 1/ 4 x a 141 1/4 X 80 118912 14 I12 I 14 12 14 0 I. 8. 1i 8 8 4 I 4 4 i6068 xxxx 1/4 X 80 i6 16 16 8 8 8 4 4 5 4 10080 XXXX hi 1/4 X 96 12 12' l2 1 0 10 i 10 5 12' 080 XXXX 141 1/4 X 96 I14 I14 I14 10 II 10 0 5 5 7 ISMXXX• x 199 1/4 X 96 16 10 16 10 12 5 7 n8 i00100XXxXlliL/a X 120 L2 12 12 i2 2 1122 I 7 120I00 XXXX 141 1/4 X 120 I4 I14 I1- Ii2 I2 I 12 7 N 601np Xxxx a ! 891/ X 0 6 Ic NINE Tw'O 2! .`!`__ 3UC< US. SAME AJa FFLORIDA EXTRUDERS INT. IN. SANFOF.D. 'FL. DING GLASS DCGR_TALLATION ,: IT_ = Sr,:ZE /S CIVI'- N.T CONCRETE OR SHIM AS Rr-C•M MASONRY OPENING SEE NOTES) BY CT H:E3S CAULK BETWEEN D002 `LANGa L WOOD BUCK CAULK-ETVEEN PERIMETER W00DHUCK t CAULK BT MA$'Y. OPENING BY OTHERSOTHERS• STUCCOUCCO 4 {{ BY OTHER Cl o 0 3 I INSTALLATION ANCHOR 88 SCREW (TYP. WHERE TAPCONS ARE N07 REO'D-) SLIDING GLASS DOOR FlAIME - SLL 7 INSTALLATION ANCHOR 3/16- DIA. TAPCON INSTALLATION ANCHOR. KB SCREW (TYP. WHERE ONE BY WOOD 7APCONS ARE NOT REO'D) BUCK By OTHERS F— 1 1/4- MIN. I EMBE DMEN7 SLIDING GLASS DOOR FRAME 1/a' MAX. JAMB D * F SHIM SPACE TEMPERED GLASS TYP.) SLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYP.) DOOR HEIGHT A 1) DOER MATERIAL- ALUMINUM ALLDY 6063. 2) TAPCON TT C INSTALLATION ANCHORS MUST BE OF SYFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. O) ALTERNATE IMCON INSTALLATION ANCHORS rRONT TO BACK N ALL FRAME MEMBERS. a) IAPCON ANCHOR CHART ON BACK Or THIS SACET. 51 USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMS 6) USE SILICON17ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EKT ERIOR Or DOOR 7) Ir EXACT DOOR SIZE IS NOT LISTED IM ArCNW [HURT, USE NCAHOR OU+WTITT LISTED WITH NEXTLARGERSIZE. r0R THE APPROPRIATE DESIGN PRESSURE REO'D. 8) rOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L COHrIGRATION TD'rINISHED OPCNINr. PLACE 1APCONS, IN FRONT Or How STRIP AS S OVN GLASS THICKNESS MAY VARi PER REOUIRENENTS OF ASTM E1300 GLASS CHARTS III) ALL FACTORY APPLICD HOLES NOT DCSIGHATCD FDR TAPCON ANCHOR SHOULD BE FILLCD VITH .8 SCREWS B 9 Or SUrrICIENT LENGIN TO PROVIDE MIN 518' EMBEDMENT INTO WOOD BUCK. IN DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE 10 BE SEALCD VITA A SMALL JOINT SEAM SEALER. p 17) SHIM AS REWD, AT E.. SET Or IM STALLATION ANCHORS. MAX ALLOWABLE SHIM TACK TO BE 1/4'. I.) ALL INSY AL LAT Id ANCHORS MUST BE MADE Or CM110110N RESISTANT MA. E RIDES. IS) WHERE 'K' -PRESENTSRrMOVINGBEAND '0' REPRESENTS FIxCD PANEL APPROVED p CONY IGURATIDNS ARE AS LISTCD ON AMC HOR CHWRT ON BACK or THIS SHEET. 16) NOT ALL CW!GUNATONS LISTED ABOVC ARC SHOWN ON THIS DR—I.G. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS 'A -A', 'B-21 1 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED EMBEDMENT 2 PANEL DOOR SHOWN CONFIGURATIONS. ONE I. G 171 INSTALL ONE IAPCOH IN EACH PAIR O' rAC70RT APPLIED INS: ALL ATION HOLES UNLESS NOTED A 1-1/4' MIN DTHERW ISE DN,ANCHOR CHART. ZEE BACK Or TNIS SHEET. IB) FLORIDA ExTRU OERS IWO SERIES SLIDING GLASS DOOR IS DOWN. THIS PRINT ALSO APPLIES TO AND ESDo SERIES.REVS DESCRIPTION DATEINIEXTRUDERS LIBERALLY APPLY CAULK] NG UNDER SILL OR SET S] LL IN BED INSTALLATION ANCHOR OF CONCRETE 3/ 16' DIA. TAPCON HA z. SHIM SPACE 1 1/4• MIN. EMBEDMENT ONE By vppp I BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPEON SLIDING GLASS DOOR - HOOK STRIP CONCRETE OR MASONRY OPENING BY OTHERS Q 1-1/ 4' MIK EMBEDMENT T ) Q JIL fG L. I i CAULK BETWEEN1 WOOD BUCK t MAS'Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP L WOOD BUCK d SECTION A — A PERIMETER CAULK BY OTHERS S.G. D. VIDTH CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RE D'D. SEENOTES) 4 INSTALLATION ANCHOR 3/ 16' DIA. i APCON Q CAULK BETWEEN DOOR FLANGE t VOOD BUCK CONCRETE CIR MASONRY OPENING BY OTHERS ONE BY WOOD RS BUCK BT OTHERS STUCCO 7 BY OTHERS lAia1 12JPUYAMU B.O. N.d.TEHPERE GLASS CT YP.) SECTION BA( ciSLIDING GLASS DC OR INTERLOCK MASTER FILE # HOOK STRIP DETAIL L D P I D A INT. INC. saNFOPn FL.. rrrl.>;: SLIDING GLASS DOOR I INSTALLATION wITH TAPE NS I I I DP4WN BY: 9 I APPP.OVED BY: i- I I ), .•.•r.Tn r7C/n; Ic.••)c. Ni7C ..T.. ,- .. r, rVnr. + TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP Tp 46 PSF T 6l PSF TO 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, XO 48 X EO 3 3 3 4 4 4 3 3 4 5068 xx., OX, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5. 8068 XX, OX, x 96 X 80 5 5 5 4 4 4 3' 4 5 10068 XX Ox X 120 X 80 6 7( ) 4 4 4 3 4 5 5080 XX, OX, XO 60 X 96 3. 3 3 5 5 5 4 5 6 6080 Xx, Ox, x0 72 X 96 4 4 4 5 5 15 I 5 8080 XX, X, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 XX, Ox. X 120 X 96 6 A 7 ) 5 5 a 6 50100 XX, Ox. XO 60 X 120 13 3 3 6 6 6 5 6 7 60100 xX, X, X 72 X 120 4 4 4 6 6 6 6 7 8 0100 xx. X. XO 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 X 145 1/8 X 80 7 157 9 02) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 D3) 4 4 4 3 4 5 9080 OX 109 1/8 X 96 5. 6 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (Dl 9'$ ) xt..`55<: S 4 6 6' 15080 OXO 181 1/8 X 96 8 11 5 5 5 4. 6 6 90100 DX 109 1/8 X 120 5 g 6L; . s-•'_;b=.+: ` t;:' Dll 6 8 10 120100 OX0 145 1/8 X 120 7 6 6 7 (Dll 6 8 10 9068 XXX 106 5/8 X 80 5:._.,.. -til 4 - 4 - A 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 = 4` i,4 3 4 I 5 15068 XXX 178 5/8 X 80 8 q 4" a 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 (D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 D3) 5 5 5 4 6 6 XXX l901005IIXXX1425/8 X 120 7 n n( 6 6 1 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4T 3 4 5 12068 OXxO 143 5/8 X 80 7 7 8 (DI) 4 4 3 4 5 16068 OxxO 191 5/8 X 80 910 D1) 12 (D3) 4 4 3 4 5 10080 -UXXU - 1 -5/h X 70 b 6 7 (DI) 4 b b 12080 OXXO 143 5/8 X 96 7 8 (DI) 9 (D2) 5 5 15 4 I 6 I 6 16030 OXXO 191 5/8 X 96 9 12 (D3) 1 14 ( 5) 5 5 5 6 6 100100 DXX 119 5/8.X 120 6 6 7 ID 1) 6 6 7 (DI) 6 E 10 120100 OXXO 143 5/8 x 120 7 9 (D2). I 10 cD3) 6 6I 7 (D I) I 6I 8 10 160100 OxxO 191 5/8 x 120 10 (DI) 13 (D4)I 16 07) 1%6 6 7 (D1) 6 8 10 10068 XXXX Ili /4 x bo 6 6 6 4 4 4 4 12068 XXXX 1141 1/4 X 80 7 17 18 (DI) 4 I 4 14 3 I 4 I 5 16068 XXXX 199 1/4 X 80 9 (DI) 10 (D2) 12 cDa) 4 4 4 3 4 5 10080 xxxx 11 1/4 X b 6 7 <D ll 5 4 6 1/4 X1608018:(D1Q) 9 c(Dc; I I 15 I I Ixxxx1891/4 X 96 9 (DI) 13 5 5 4 6 6 100100 xxxx ill 1/4 x 120 6 DI 6 6 D1> 6 8 0 LHIM XXXX 141 1/4 X 120I 7I 8 (Di) I 0 (D3> 17 6 6I 7 (DI) I 6I 8I 10I160100XXXX129l/4 X 120 0 (D2) 13 (n5) t5 (D7> 6 6 7 (D ll iE 10 V v rEB2 1 0 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'Dl' THP,U 'D7" DESIGNATES IN WHICH SIZE & CONFIGUP.EATIONS TWO TAPCONS ARE PEO'. 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 TAPCDNS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER, 1F NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED 1N A & 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 JAMBS NEAP. HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. r I n () I EXTRUDERS t L J f— A INT. INC. SANFORD. FL. OLD SLIDING GLASS DOOR TAPCON GL=.SS CHART r_:•_:c scs. NT.S. °'FL=X90c' CIVIL 77 GA: 16 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 758 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 705 705 705 705 705 26.000 243 229 220 219 219 38.375 293 138 109 101 91 85 85 50.625 85 78 70. 63 62 54.625 108 80 73 65 59 58 55.625 102 63.000 69 53 48 43 37 36 34 31 27 23 22 72.000 45 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 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 Pq- 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1.201 SEE NOTES "--1 DWG NeNO.,GEN-0453 MULLION INSTALLATION D 4 ANCHOR ANCHOR D— BRACKET TYP.) 00 WINDOW FRAME SILL 8 SELF .TAPPING D CTYPJ SMS CTYPJ MULLION p a 1-7/8' ANCHOR INSTALLATION BRACKET. v ANCHOR CTYPJ a MULLION DIE NO. 1447 RXR 9 t. • +. . D _ SUBSTRATE v AC' 'R NAME: MULLION a jVgh L. L U DIE NO. 1447 D 1-7/8' WINDOW FRAME HEAD @NklA TER FILE # 6 v TYP.) o SECTION B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE M LLION T WINDOWS "HEAT} TO SILL. SUBSTRATE WITH 3/16- DIA. ra EXTERIOR 2) IN MASONRY CONSTRUCTION, ATTACH U 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 B B OF SUFFICIENT L"TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP, AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE FIN H RIZ NAL MULLION INSTALLATION DETAIL c . c g ALUMINUM TUBE MULLION, DIE NO. 1447 , E E E V A T I N AREA- _ _ _ _ DRrN BB APR VDi _ _ _ _ DATE' 3 17 / 0 2 VG NO, c'• y VT/FT, SCALE- H MATL, _ _ _ _ D GEHALF N-0453 PRO pLICT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEATHROW, FL13RIDA 32746 PHONE 407-805-0365 FAx 407-805-0766BR6,pARCh... . ty . 64 fl GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM 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 62.000 197 127 711 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CAD20040 12-)an-2002 01-1201 DING NO: V-0450 MULLI( ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES a #2 & #3 41 a o EXTERIOR ELEVATION AC' j y MASTER FUENOTES: 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 DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE N0, 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO AHIEV-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- DRN: JS APRw: CE 1. — DATE:3/17/`2 FRAMING. WT/FT: -- SCALE: MATL: DWG NO: HALF ---- GEC:-0==0 PREPAP. EO ar PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE +07-E05-O365 FAX 407-?;5-0_`fe - nx L _ , 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 36.000 506 427 390 379 379 379 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 407 805-03651 FAX 407 806-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1448 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 32.000 380 378 378 378 378 378 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 iI N f11COUNTYBUILDINGfOUNGE 1. 1 TEST& IN ACCORDANCE WITH STANDARD BJI LDING CODE, CHAPTER 17. TO A POSITIVE 9. THE STRUT PLACEAEN7 ON MORS CONSTRUCTED WITH 5 OR MORE SECTIONS MJS! BE I tE^a AND NEGATIVE 37.5 PSF. - OA94 NUAIEl;S REPRESENT VARIOUS SECTION I -Et CHT4. - STEN7 WITH THE THE STRUTS FOR THE AODITIONAI INiA1 E R FILE REY P 2. y. FOUR SECTION 7' HIGH DOOR SHOM. 8' HIGH DOORS HAVE 70. SECT SECT IONS A1E t0 BE PLACED AS SHOWN O4 THE THIRD SECiICN. LACE AS f THE STRUT TODIAENSION ON ALL SECTIUS LEA THAN 20.812' REV P FIVE SECT lOF5- - REDUCED 8r THE DIFFERENCE BETWEEN THE AC TLIAL SECTION FIE IGHT t 20.812•. 4. SECTION WIGHT OF 20.812. 19,00 8 16.75 ARE AVAILABLE 11. SCREW P/N 605911_0001 IS A 1/4' DIA X 518' LOUD TYPE AB HEX HEAD AETAL SCREW AND MAY BE USED IN CO.9INATION TO ACHIEVE 12, POST TO BE INSTALLED ONLY W}EN HIGH WIND WARNINGS ISSUED. VARIOUS /EIGHT DOORS. 13. STRUT PLACEI.ENTS CAN VARY S. DMOSSWNT PATTERN OF 14.50 X 20.375 SFDRN. ALTERNATE PATTERNS OF 12,50 X 43.375 AND 12.50 X 20.375 ANY BE 14. OLANTI I FOR LOCKS CAN BE 0, 1, OR 2. TRACK USED. I f-. 968 N END HINNGE jt 6. TORSICN SPRIICS SiOM. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REP. PIN 405964-0002. ON II 8' HIGH DOCKS ONLY. - PANELNS2.093 000 II 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM.EDIATELY BELOW THE TOP SECTION. 1 VIEW "D-D" 1/8• DSEI 2' TRACK 2' X 6• WID(D JAMB 049 TH( (VERTICAL) 2' X 4• WOOD JM6 ROLLER OR EQUIVALENT P/N 405964-0001 DETAIL •F" WBOTiFI%T112E 1// 1/ 4' TRACK BOAT - SC16`EWIDEI NOTE 4 5/ 16 X 1 3/4' 5" REF O LAG SCREW - WR IOES1SCALE: Ila WEATFERSEAL SECTION " C-C" 3 , T6 2' X 6' WOW JAW 2' x 4' AL EN JAA9 •D" OR ECU VALEyT. SCALE: 1/2 LATE I- MIZCNTAL TRACC 6 COUNTERBALANCE 12 R ' CPTIOJAL SPLICE IN hORI ZONTAL TRACK AT TOP OF RAD Il15 407605- 0004 "G" t0482BP00 03 p• TYP 2 PLCS IL, rt- 1 TYP 2 PLCS 78. 5 405964-0002 a7 -0001 IHS-1 FNS-1 TYP 3 PLMMS 407605- 0002- 1011140 IELWl.. .. _.-._-_.-.--- '-- TYP.. 2..PLCS. u1Nla 7• [0464550 0003 404828-0003 TYP 2 PLCS 5. 00 36.00 E . B. STANDARD TRACK DETAIL FOR 16' 405771-0001 404828- 0003 SCALE: 1/16• 1' L SERIES 180 TWU 289 ARE EQUIVALENT COVSTRL.CT/ON 25GA STEEL SERIES 180 ARE SAW CONS'TRILCrIGN AS SERIES 280 ONLY 24GA STEEL AND ETD CABS DOOR TESTED WAS 281 SERIES. DOOR WIDTHCENTER STILE ETD STILE ROL W STRUTS/SECT. I ROLLER YERTI U ETRAOE HMFQ7VlARE L9J9FLTH-IT1 16' 3 SINGLE YES HHS' 2• X 7/16- 049- 100 STD. OPTIONAL WINDOW DETAIL<g SCALE: 3/32 ONLY 409327- 0001 14 16'- 0- MAX. WIDTH - SCALE: 1/18•=T' . INTERIOR ELEVATION 1K aMtO MM ,Lo.ae.. IA•1nwIMA a 1.Af wlf Rp¢, nA Ra A4,a0aT a aa.fA otat mtar, ' fie, MIttamV0IAlQrataer@M M WaM Ar4 tMt Rwaaff «,. M rT rd R IOtEatm a Yld N WltlR1 ia d'r. a ®.w•eMar rRini STRUT TOP FIXTL.RE ETD HINGE w 00 R STILE 08680-0004.5.6 a2 CST 07603- 0001 19 PLCS) 401199- 0001 TYP 2 -000 PLCS404828-0003 TYP 2 PLCS t 7/8• THK. SECTION " A -A" SCALE: 114 JA t /-- 061601-0000 - DESIGN LOAD 25 PSF ± 21. 88® 17._0" 5HOW1N) TEST LOAD 37. 5 PSF ± 8'- 01 MAX. HEIGHT . 21. 57 r c.. i IwAc oANE 1Ma/ n Ml SERIES' 280 III 180 TT UNI $ 01/13198 M D1F4S;L D 16'-q'MAX FA 02/19/98 _ 0- 409335- EA6N FAIL 02/19/9. } 8 1 r 1. s 2 0575 CHOR 1 3/4' wr ° 4-5/16 X15/1 o LAG SCREW 0 O 6.04 0 PM 40932B-ODO1 PLATE.HtSP I 1 E-25 DOCi I ON l I 0 1/ 106 (HK. Ul- o 070 MIN P/N 401199-0001, TOP FIXTURE 0575REF O O O O 6.00 0 0 00--J PIN 409331-0001 PLATE. FLOOR 1777 W^ASSY SHOWING FLOOR PLATE PIN 409326-XXXX POST ASSY, VERTICAL ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 1 1 /32 • -}----. 091 MIN+{j+- I - xA 0 0 7 9/16' O O o O O 2 PIN 405771-XXXX BOT. FIXTURE FOR 180/280/290/390 SERIES ATTACH TO DOCK WITH 3 SCREWS P/N 605911-0001 2 9/32 070 MIN 3 3/16 000 O O 000 7/16 j PIN 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOOR. WITH 4 SCREWS P/N 605911-0001 2.765 156 CIA ICE I -3.00- 1 .375 DIA P/N 608069-0001 PIN HEAD 2.25 Ire --LENGTH - DOOR WIDTH 1/8 I I o 0 0 2 1/16' O THROW 1 7/6D J SIB MIN TH< 4 5/8•. o L_ o00 PIN 400650-XXXX, ROLLED HS-X STRUT f PART (yJ.QER IN. THC STRUT 3'-+1 400650-0001 .030 HS-t 400650-0004 .020 F15-0 - P7N,061601-0000, SLIDE LOCK ASSY I 1, 3/4• 11 ( 2 9/32 070 M 2 1/2• H I-_ 2 3f/8 000 100 108 MIN-4- 3 3/16 C• 0 P/N 405964 k 046450. BRACKET, SCAB P/N 405964-0002, BRACKET, SCAB JOINT PART . 14A.49ER l PM 407605-XXXX, END, HINGE 405964 MOOT 3-1/4 RESID. STEEL DOCKS O46450-OD03 4• PART NLMNR t•K 40705-0002 407s05- 000] ea SCAB ORACKET DETA I L S 407a05- ppp4 1 / 0 1 73 407505- 0005 1.w ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0007 1. 80 E gjg, pp 1\/: t'4 6c rrr F`^T c- , F: 1,_. r r+ j? Ft`y s, Eo_ ffv? G' J 4L; a .Ce: icn I J .44 . 44, - P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD: 50 LBS. MAX. 408. 7.94-0000 1,2.3 . - T-E STD CNSERIES '4 NOTRE4186.25--1-- 25 DON.- 280, SERIES- 25 1Ff-. 187 _ OO 1.- 1 REF- ip 1 O O 4. 00 O 375 DIA PIN $05911-0001 OR 4 HOLES PIN 605879-0001(SELF-DRILLINGI s ' PIN 408879-0001 LINK PIN 408876-0001 SUPPORT SECTION ' G-G' LATE STEELSTEEL STRS / 15' WIDE DOOR$) G K w.w wpa lm«w Iw. o. Ms we.i.e ,i saws» • P wn.. wwoo x wsrwwIaolmmauqnw.oui wwNe eannm Iaaa1 nsaK ICMI M! am Y wa t [. LE 0004,5,E M. YC- IS 01/t3/ 8 l5FR14 80 t 180 RESTfiSi2l OR18'-¢• W.,wmw. w. WIDIH, NIPDLbAD N/A DAVID F/W 02119/y8 soar Ivy. .n1a•ww, 409335 EACH DAV II FAW, 4T/ t 'y `:: J j:.,k)'L'Cl:f t. o `y..r.>..•y - MANUF UR- ER NA'e a 1 HERMA oTRU® T,LASS10 CRAFT• ours WINO"s1NaLEAND DOUBLE W/& W/OU ' SIDELRES. INSULATED RBEROLASs DOOR wTrH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-BADE 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 ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5, THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR MIAMI-DADE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. t76-MVMI-DARE APPROVED IMPACT RESISTANT SHUTERS ARE REQUIREi. SIDELFIES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. ne : i erg ass (SMC) skin 0.105' min. thk., min. thk, with yield strengQth 7(min.)=6,000p' hone foam core, withl.9 lbs. density by BASF. panel skin is constructed from a 0.095" thk. sheetTheinteriorcavityisfiledwith1.9 Ibs. density BASF met face sheets are glued to thewood sldep and rgils. are LVL or lSL The Ivtch stile wfu,ch is ca4m. 0p3ox 1.47 The toD and bottom roa are of a wood =site aluminum IliontheinactivedoorisfittedwithondedFrame Construction: a frame is constructed from Finger jointed me m' =nnL4nn 5G5" wide x I*I/ thick The header is joined to the side jambs wth (3 j8 x 2.5 Philips Fl Head W Sc' ille threshold rs Vide. t side jambs with ( 16ga. 12%Crown x 2 long staples at each side. The mullions are recur together in a side6te application using 18 2" long PFH Wood Screws (6) screws reach rryplGon. The units uses on Outswing Bump threshold measuring 4.5 x -837 r I i :SMC Lp Ute - 0A sze is 27 5' w de x 50.19" high secured w x 1.75" Phillips Pan Head Straws. The frame .are sealed with silicone caulking ( Dow 795) to sidelite panel and to the glass. Sidefite Glozina: SMC Lip Life with the yield strength Fy(min.)= 6.200 psi & TMC Up Lite with the yield str ngthFy(min.)= 4.674 psi - D4 size a 9.85' wide x 65.85" wide secured w 16 8 x 1.75' Phillips Pan Head Screws. The frame are sealed with silicone caulking (lbw 795) to sidelile pond and to the glass. Integral Flush Glazed - Tne sidelite sash face panels ore molded to receive the insulated Gloss. The otoss is attached to the sidefile face sheets with silicone glazing compound (Dow 795). ERALL WIDTH 36" MAX. PANEL WIDTH n 105. 5- MAX. OVERALL FRAME WIDTH 36. 625" MAX. PANEL WIDTH 15.5" MAX. F-rW/ASTRAGAL r. n FRAME WIDTH J U X 24.5" } O as iUp = z a JMAX. D. L.O. if ( TYP.) Z rn a x w ca K e 9 0 0 V 00 o M O m Ll N O^! n MO M to80 DOUBLE INDELffES 0l1TSWl F SINGLE DIliSO UNG OPTION 11 W/ SURFACE BOLTS J 74.5" MAX. OVERALL FRAME WIDTH SEE DETAIL " A' SHT.3At I MODELSFAx. 68. 5 MAX. OVERALL WIDTH - V36.625" MAX. ARE VIEWED 5" W ASPANELTRAGA( DTH_ FROM INTERIOR D.LO. ~- F Ill J i o t o dJ 24. 5" o +I Z J o MAX - X w D. L.O. _ TYP.) f w = A f p e n X v p X LO 1 M' A o .i p INACTI AC O j-- SINGLW I I U WING NIT DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS y DESIGN PRESSURE ^ RATING ION REOUIREMENT RI51NOTTNEEDEDOPTIONI W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION 11 WITH SURACE BOLTS & WINDJAMBER 11 ASTRAGAL 70.0 PSF -70.0 PSF 13.9375" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LfTE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 141 15. 5" MAX. FRAME WIDTH 13.9375' MAX. 7.125" MAX. O.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) O> O CO O V) 2y aI dp^ Ii Z0n0gwU) O w 0 000 00 W00 ILc Ln (nN O Fo n a>Z Qm 3 Ld 1j VO v W3rt613. 654. 3631 sw.e N. T.S. owc. er: WLN CHK. 6r: RW S-2161 1 or 7 20 c f "-U2 1.68' MIN. PANEL THK. 0 29 ca SEE GLAZING 28DETAllS INTERIO EXTERIO z 48 o 0 0 0 79 7 4 Lu 1.68- WIN. PANEL THK SEE GLAZING DETAILS INTERI Vo 'ru TI N WINGVERTICAICROSSSECBQN I, PAN,HIGH DAM V ourswiNG DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) GEDIMIAT, i2ia /ll F. 177:7 1.3 i A c6 t4 7 1.68 MIN. 0 Mn PANEL THK. 000OOo Oo0 0 0 LLj OEXTERIOR SEE GLAZING DETAILS U) 60o OC 000 0 o I z m 0u20 0 0 Oa 0 0 6 0 co C, CL01: a: c) 0 OLJ, SEE NOTE 0: C) SHT. 4 :5 0 00moo luaiE '_ m IINTERIO m J_ 0 33 SEE NOTE 1 0uj9 SHT. 4 52 43 SEE NOTE 5 SHT. 4 OUTSWING SIDELfTE PANEL THE CROSS SECTION IS SHOWN W/THE -CLASSIC awr FLUSH GWED & 3/4- GLASS 813. 684,3931 F_' 11/5/01 qm NTS up WLN Ka 9Y. RW 04 NO.: S- 2161 Es 2 OF 9 ASTRAGAL RETAINER BOLT 8.0" LG. TOP BOTTOM (2) BOLTS c AT TOP & (2) AT BOTTOM SEE NOTE 2 SHT.4 rl')i HORLZONTAI CROSS SECTION 370('PTI—ON I)— 2 HORI 0 3 a MULLION 1 15' MIN- EMB. 25- MAX. SHIM 15- MIN. C-SINK EXjERIO 2! y . 43 9 0 0 0 z Nn 36 SEE NOTE tj 34 9 SHT.4 16 7 7 5 INTERIO 3 R N Q_j a SIDELfTE To BUCK O iF Z DETAILA OPTION II SURFACE BOLTS) E NOTE A SHT.4 2-A-7 ci Z LJ0 034 C) co Z0 Lu tr) oLLJ 0 OD 0 U) 813,684.3831 T-- 11/5/01 kLL NTS G. BY. WLN K. ay RW G NO.: S-2161 a7 3 of -L 25" MAX. SHIM SPACE 13 / UZ n N oow 1 5¢r, c1 W T a l is Wow LiLiEXTERIOV, 15" MIN. 1 HORIZONT CROSS SECTION C-SINK 4 LATCH JAMB TO BUCK, a.. 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 118 x I" 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" do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 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 SIDEIJTE 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". 19.75 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 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 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 SIDELTTE 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 I" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 2 HORIZONTAL ASS SECTION • 15 MIN. 4 HINGE JAMB TO BUCK, C—SINK 1.15" MIN. rl EMBED. SEE NOTE SHE 5 SEE NOTE 5 SHT. 4 0 00 00 00 O o 000 U2 n z = 36 IutuiU W IW 34Wow o ¢ 33 a SEE NOTE 9 THIS SHT SEE NOTE 6 SHT. 4 25" MAX. SHIM SPACE 10 Z Y w Dz a 3 HORIZONTAL CROSS SECTION 4j ® STRIKE JAMB TO SIDELITE SEE NOTE 7 SHE 4 s tyga ".e`AL` oa 1C c MANUFACT MR NAN vc CJ ja O> CNDO Ovlpml M Z O 0 Ld 0 :' 0 o3oDO WDO rLL J NW n0 frO Uz Qj R,, Vp pZ N0 V)W =W VW BUILDING NSULTANiS. NG 813.654.3531 E. 11/5/01 uE NTS G. Br: WLN K. sr: RW WNG NO.: S-2161 M 4 or 9 SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 6- 6 6 3" 3 3- 6' 6' 6 3^ 3- 3" i" 3 rilTYP. TYP. SEE DETAIL SEE NOTE 6 SHT. 4 SEE DETAIL 13 = "G' SHT. 5 TYP. SEE DETAIL _ H" SHT. 5 51 t t I TYP. 3" --1 i 3" V 3-- 3" 6" f - SHT. 5 SEE DETAIL , N E', SHT. 5 SEE NOTE to r12TYP. 6 SHT. 4 _ SEE NOTE D. 4 SHT. 4 51 V 52 TYP. t i 3 3- 6'- 3' 3" 6 6' I n ui SEE DETAIL G" SHT. 5 1 I- 6" 6" I O_ >_ cr- tVto O cn o °0 r SEE NOTE n- 0 t\ 0 QZ O 3 SHT. 4 U -7 LU O:o a00 n oN'rn N of N Lu tD CL n U SEE DETAIL E" SHT. 5 TYP. 1 SEE NOTE 4 SHT. 4 N hW JJa 04 uJI4J: k a SEE DETAIL El SHT. 5 SINGLE DOOR LL Dot1RIF DOOR W71D ITFS 1 e DRILL THRU FOR A 0.357" BOLT DEEP 1 ENOUGH FOR A 2" NOTE: c BOLT THROW o USE ITEM 113 A #8 x 2 112' PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED 7 SHT, 4 SURFACE BOLT %euaou 0 13 43 STRIKE PLATE APPLICATION WITH THE SIDELf7E USE ITEM A8 cor+sv r xrs. u 43 37 2" PFH WOOD SCREW. at3.G8a 3e3t or o DETAIL " H" o h 1175701 0 RETAINER BOLT HOLES scA N.T.S. 10 & OPTIONAL SURFACE SURFACE BOLT BOLT STRIKE P TE p p'g owe. en': WLN STRIKE PLATE L' ICJl.d ORIDA 'e GA.F6 CHK. BY. RW DETAIL F 13 43 WNC ASTRAGAL STRIKE PLATE 10 & OPTIONAL SURFACE SEE NOTET . ACT NAME v5- 2161 DETAIL - E" BOLT STRIKE PLATE THIS SHT. DETAIL "G" U 1@ I'jyjE sH 5 ov 5 r 13 TYP. N N mN y Jria N SEE DETAIL E' SHT_ 5 / TYPrq SEE DETAIL 'F" SHEET 5 6" f3-46' 6. 3" 13 I_ SEE NOTE n P 3 SHT. 4 3" 3" 66 3" —{ 3b 3. 3" I I I I I -I I I 1 SEE NOTE SEE NOTE n 3 SHT. 4 6 SHT. 4 n — AIL Jria n M SEE DET E' SHT. 5 TYR 73 - SEE DETAIL ' SEE NOTE G" SHT. 5 K' . M. . K. _- "M" 4 SHT. 4 1 1 51 TYR 1 1 TYP. 3" —i 4- 3' 3' I 6- 6" 6" 3" SEE NOTE 6" 6" 4 SHT. 4 3- 3" 52 TYR SEE DETAIL H' SHT. 5 DOURLF DOOR SINAI F DOOR W/SIDELffES leJ?i 1 T i t ii Ji iaJlll lv c If (V O a0 O CO ao = cc zO U Lj 0w0 00 ccui d 813.684.3831 re 11/6/01 N.T.S. G. BY.. WLN K. BY. RW Wm NO, 5-2161 Err 6 DF 9 o_ > N F' N C] c0 0.5" GLASS BITE .0625- THICK DOW 795 p 0.5' GLASS BITE = COMPOUND SEE NOTE 1 IL 0 n CC Z O r7 SEE NOTE 1 ` THIS SHT. , 1/8" TEMPERED V g Ln pw^ THIS SHT. N 1/8" TEMPERED q GLASS L— GLASS p j O GLAZING 1/4" AIR SPACE o e . 3 4" AIR SPACE n W = W iE T CL 1/8" TEMPERED 1/8' TEMPERED GLASS GLASS 8 x 1 3/4" PPH 8 x 1 3/4" PPH 1/4" STEEL INTERCEPT SPACER THICK DOW 795 V) 3/4' STEEL INTERCEPT SPACER g 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/ v 0625" 1 / INSULATED TEMPERED GLASS GLAZING COMPOUND CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANEL)\' w J rI e71NC DETAIL SHOWN W CLASSIC CRAFT" TCM LITE FRAME SIDELITES ONLY) 0625" THICK DOW 795 v 0.5' GLASS BITE GLAZING COMPOUND olg o z Y 0) SPACER 1/8" TEMPERED O V2 K m ^ a SEE NOTE N 1/8' TEMPERED GLASS m THIS SHg GLASS O O Oc pmOQ O OO 1/2" AIR SPACE 3/4" AIR SPACE O O 1/8" TEMPERED z =GLASS c 1/6" TEMPERED SEE NOTE 3 THIS SHT. GLASSx13/4" gB5/4"" INSULATED3/4' STEEL INTERC 1/2" STEEL INTERCEPT SPACER rl A7wn QLIAIL SHOWN W CLASSIC CRAFT" INTEGRAL GLAZING w o0625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND 1" INSULATED TEMPERED GL S 0z GLAZING DETALI SHOWN W% 1 RAFT" M FRAM SI L L 1111111a" Y</ LD1G ca+s INC 8 X" 1.75" PHILLIPS PAN HEAD SCREWS QJAg$yOaNTW-L e 813.684.3831684-3. 1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) TOP AND BOTTOM RAIL AT 3.0". 13.75 AND 24.5' FROM THE LEFT SIDE. wre: 11/5/01SPACEDASFOLLOWS, THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 1325", 23.625" 33.875" AND 44.125' T ANEo xxe NTS FROM THE BOTTOM OF THE LITE FRAME. i mc. BY: WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75' PHILLIPS PAN HEAD SCREWS TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES TVIANUFA ax. er: RW SPACED AS FOLLOWS, FROMTHETOPDOWNTOP DOWN AT 5.5". 16.5". 27.5" 38.375". 49.375" AND 60.375". cwwmc 3. THE SIDELRE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. i L1 # 5- 2 161 s+ Ffr 7 or 9 t J 4.03 OCC DITCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" SIDELITE TOP do -BOTTOM RAIL FINGER JOINTED PONDEROSA PINE n m i CC BOTTOM RAIL OWOODCOMPOSITE F 1.077" —^I co 1.54" cnri rtc aI AMW VnF ST1l F FINGER JOINTED PONDEROSA PINE 1 47" ---1 CC TOP RAIL OWOODCOMPOSITE 0 0 L 0 0 097" O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP c o . . 1.46" CC HINGE SIDE S71LE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELLI0TTI1, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWO00. DIM. VARIES 1 ° v'1 W/GLASS THK. NI K40 x 1.79" PT THREAD J SCREW, MAM DM 4.0mm o FRWg 28 1.375" 0-10 x 1 112" PPH PIASCREW F. VARIES 1 N W/GLASS THK. ^_ TCM IRE FRAME A— L->_ r_ A eiAp 0/111- 61 4.565" i 1 0 2 35 38 WOOD FRAME ui 4.615" 2.203" t 1 T rn0 19 ouTsWING BUMP FACE ALUMINUM/WOOD THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 0 co oN000 8goL6 o uj aDo CC Do c MU W ZE o gym' chi U46 Q t= 813.684.3831 NTS Ery: W5 BY: RW NO NO.: S-2161 8 Of ! I RIPTI N ri I 1y THERMA IEU wi( Yield stmWn F =6 Si FIBERGLASS z 3 x tm REAOCK ROCK MMA-IRU4r 1 4. 4 Ix WIHCE SI&f IRU 01. OR IA & OAK 1.46" x 1.4 5 6 NOT USED POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WFATHER57RIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEL 10 10 x 3 4" LG. PFH W000 SCREW a to Frome EEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCK 17 MAX. i 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565" x 1.17 -iR1I PONDEROSA PINE WOOD 21 22 NOT USED HMGE JAMB 4.565" x 1.17' -TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLI 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL ALUM. 6060-T6 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27Ila NOT USED x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP UTE FRAM SMC. IHLRWI-TRU C with ' eld stren h F min. = 6,200 psi 29 1(40 x 1. PI IHXW SCREW, NAK1R OK Um FOR IIEII Z8 STEEL 30 NOT USED 31 NOT USED 32 10 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 DAL WIRE BRADS STEESTEE L 34 3 8" COVE MOLDING WOOD 35 LTIANIt JAMB 4.5(i5 x 1.17 -TRU. PONDEROSA PINE 36 9DELRE SIDE SIRE -TRU, 1.54 x .67 PONDEROSA T E WOOD 37 10 x 1 3 4' LG. PFH WOOD SCREW 38 U10 JAMB 4.565 x 1.1 - PONDOOSA WOOD ALUM. 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK SILICONE 41 42 NOT USED 9XIIIE TOP & IIOTIOY RA( -lTdl 154 x S POMJFR0.S4 WOOD43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 B" SURFACE BOLT STEEL 46 IP FRAME Fpi, - U TCM with ield strength F min. = 4,674 psi 47 8 X 1-3 4 PPH SCREW FOR REM 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (I.50' x .103" IIERYA-TRU WOOD C0I VTQ WOOD COL/P0511E 51 3 16 TAPCON AN17MK ELCO, 1.75 MR I.G. STEEL 52 3 16 TAPCON AMIKIRMG ELCO, 2.5 IL1L If; I STEEL 8.0" I T ASTRAGAL RETAINER BOLT U) MATERIAL: C/ R ROD ZINC r? YELLOW CHROMATE 3" DRILL TRU FOR A J8 PFH WOOD SCREW 2PLCS DRILL TRU FOR 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE L--- -}-1 " RETAINER BOLT 592" co I N NO-- 179" nor REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.7 58" N rn 7 . 351' I F'- O COMPRESSIONWEATHERSTRIP BY THERMA- TRU FOAM CELL CORE W/VINYL JACKET c iCENTRAL A CN 1 MANUFACTU-1.767 MASTER FILE WINDJAMBER II WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL TYP.) o> t' F ct N 0 00 O W ao=^ wU-) LLJ 2 Oo ic n EuLmG er: WLN er: RW W. NO.: 5- 2161 r 9 OF 5 o> o co 0.5" CLASS 0.5" GLASS BETE .0625" THICK DOW 795 p In O 1 GLAZING COMPOUND a O = t\ SITE = SEE NOTE 1 D: Z O SEE NOTE 1 Z THIS SHT. p u7 THIS SHT. N 1/8" TEMPERED GLASS TEMPERED j C2, W O. GLASS L_ O 5 O In o > OD o o o ,0 3/4' AIR SPACE n e° 1/4' AIR SPACE - ° 00 i 0 t1J O 1/8" TEMPERED T-- TEMPERED GLASS z i GLASS 8 x 1 3/4" PPH #8 x 1 3/4" PPH ~ 3/4" STEEL INTERCEPT SPACER 41n 1" INSULATED TEMPERED G1A45 v 1/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 — GLAZING DETAIL SHOWN W z 1/2" INSULATED TEMPERED GLASS GLAZING COMPOUND ' CLASSIC CRAFT" SMC LITE FRAM rl AZING DETAL SHOWN W/ ( REQUIRED FOR DOOR PANEL) \o a n CLASSIC CRAFT' TCM LITE FRAME m m SIDELITES ONLY) N N 0625' THICK DOW 795 GLAZING COMPOUND 0.5" GLASS SITE a 5; O UZ 0.5" GLASS z 1/8" TEMPERED a V) C SEE NOTE 1BRE N 1/B" TEMPERED GLASS m THIS SEAT. g GLASS O O OO O 1/2" AIR SPACE a e° O Q O 3/4" AIR SPACE 0 O O O o ,0 1/8" TEMPERED z = GLASS 1/B" TEMPERED SEE NOTE 3 d. N GLASS THIS SHT. 5 B z 1 3/4' PPH n v/ 4"" INSULATED TEMPERED S 3/4' STEEL INTERCEPT SPACER GLAZING DETAIL SHOWN W/ w 1/2" STEEL INTERCEPT SPACER ^CLASSIC CRAFT" INTEGRAL GLAZING o0625' THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND cz 1" INSULATED TEMPERED GLASS G1 A71NG DETAIL SHOWN W/ ,wpjtQ CLASS FT' M FRAM auanu Sig L ® CONSULTMl75. U p A ^. 813.684.3831 1 !QJf1 g $ y 1. THE 27.5' x 50.19" DOOR LITE tS SECURED WITH (16) {B X 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT "3.0", 13.75' AND 24.5' FROM THE LEFT SIDE. wTe 11 5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 , 13.25 , 23.625 33.875 AND 44.125 T o NTS FROM THE BOTTOM OF THE LITE FRAME. aT d- l WLN N v CHIC. er: RW2. SMC AND TCM UP LITE ARE SECURED WITH (16) }8 x 1.75" PHILLIPS PAN HEAD SCREWS 11®Y/@Yll l- ' o+z. er: R6V SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END, SIDE STILES ^ FROM THE TOP DOWN TOP DOWN AT 5.5", 16.5", 27.5" 38.375'. 49.375" AND 60.375". pvonNS 5—2 161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f--- 1.077" ---{ tI t— — 1.54" --1 42 SIOFLITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 7.47' --i n m I CC BOTTOM RAIL OWOODCOMPOSITE t 1.077' --{ ao 1.54' 4 36 SIDELITE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE a Im CC TOP RAIL OWOODCOMPOSITE O O IIII O OIL 097' O 4 x 4 STEEL DOOR HINGE9 11 39" RED OAK CAP o LlO CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RAOIATA, PULAI, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. fi DIM. VARIES Ln oluuT W/GLASS THK. K40 = 1.79' PT THREAD SCREW. YAIOR DL4 4-0— SMC I rrE FRAM 28 co N PPH PLASCREW 10 4i- DIM? N W/G 1 r.. 4.565" z -T y 0 23538 WOOD FRAME In 4.675" co 2.203' vT o, 0 19 OUTSWING BUMP FACE n At UMINUMIWOOD THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 4 7 J: SrMA J N O 00 irZON Ld Owo 3Q00 Lu a 0 U z 813.684.3831 NTS ar: WLn 9r: Rw N6 NO.: S-2161 8 or i DESCRIPTIONri I 1 RMA IDOORSKIN .095- r h. =6 iVwith neERGLASS 2 3 IvL w Is & oAK 1.4r x 4. 4 CC FORE Slat -TRU QL OR L d OAK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-IRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP(THERM-TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRU 10 x 3 4' LG. PFH WOOD SCREW Fine to frame STEEL STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" L.G. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16 17 2x INNER WOOD TEST BUCK MAX. 1 4 SHIM MATERIAL WOOD WOOD 16 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD 21 NOT USED 22 HINGE IAMB 4.565' x 1.1T -TRU PONOEROS4 PINE WOOD 23 24 25 KWIKSET TITAN 700 SERIES DEADBOL7 ASTRAGAL WINDJAMBER II WR68T .052 WALL GLAZING, 1 2 INSULATED TEMPERED GLASS ALUM.G6 0560-T6 26 27 28 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW PLASTIC LIP LITE (SMC, THERMA-TRU with 'eld strength F mm. = 6,200 psi SMCSTEEL 29 K40 x 1. PT THREAD SCREW, U%XX ON 4.Onxn (tUK ITEM 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 34 35 1 x 0.04 DIA WIRE BRADS 3 8" COVE MOLDING BIAILx , B 4.1 x 1.17 -TRU, PONDEROSA PINE STEEL WOOD WOOD 36 SIOaM SIDE STILE (KW-TRU, 1S4 x .67 PONDEROSA PWE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 39 UTCH W 4.565 x I.t -TRU FUFlDEROS4 HIGH WATER DAM THRESHOLD WOOD ALUM. 40 SILICONE CAULK SILICONE 41 INOT USED 42 1 9OWIE TOP k BORM R4I -TRU, 151 x 5 PO'6fR051 WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL C LI LIM, - U with ield stren th F min. = 4,674 si TCM 47 49 8 X 1-3 4 PPH SCREWY FOR ITEA4 28 46 GLAZING, 1 INSULATED TEMPERED GLASS GLAZING, 314 INSULATED TEMPERED GLASS STEEL GLASS GLASS 50 CC 80TrOM RAIL (1.50' x .883' TW W-TRU WOOD COME) WOOD COtIPOSITE 51 J 16 TAPCON MVIORNG ELCO, 1.75 iii LG. 52 3 16 lmVw A ooM ELCO, 25 WK LG. STEEL STEEL T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" DRILL TRU FOR / A 18 PFH WOOD / -------TDRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE 1 " RETAINER BOLT 592" O >_ N So co 0 co 0 Lo — N O O rn N Owo O O I 179" W LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z 1. 158" no gw z m m R 0U rn O U 0.C' 4 Ow p olzm a N m O. 35" t- COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET 0 CENTRA—L n®R A B. ®. A - Jo cep N N MANUFACTURER NAME: i 1. 767" MASTER FILE # WINDJAMBER 11 WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL TYP.) WcN' F NTS Tw. er: WL RW xuwwo w.: S- 2161 SHM 9 or t ZANUPACTURER NA - a THERMAo TRU CLASSIC CFAFT INSWM" SrK;LE AND DOUBLE W78 WKX F SIDBJTM WS"nM FT SgGLASS DOOR WITH W000 FRAMES LURERATING PRODUCT ISDESIGNED TO MEET THE SOUTH FLORIDA DING CODE 1994 EDITION FOR MIAMI-DARE COUNTY. D BUCKS BY OTHERS,MUST BE ANCHOREDPROPERLY SPACED AS RANSFER LOADS TO THE STRUCTURE. WN ON DETAILS.ODUCT ANCHORS SANCHOR EMBEDHALLBEASL TOD BASE MATERIALODUCT LL BE BEYOND WN1 DRESSING OR STUCCO. IGN D PRESSURE RATING SEE TABLE PAGE 1. PRODUCT DOES NOT MEEF THE WATER REQUIREMENTS MWMI-DADE COUNTY. I -DARE APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. UTNGLE OR DOBOCONFIGURATTON. PTION AND CAN BE USED IN A PoneL Fiberglass skin 0.127' minimum thickness. SMC F min. =6.000 Psi Fo hrrr gEt:._:id - Fiberglass skin 0.070' minimum thickness, SMC) with yield strength Fy(min.)-6,000hp1s9 Ibs. density by BASF. Core design; Polyurethone ffoam core. . kVanrJ n r- the panel skin is constructed from a . densitythk. sheet g Pa ( The interior cwrTy 6 filed with 1.9 Pbsod density rodmocanSMC)• rK faom. The Panel face sheet are gk+ed to the_ w -is .42 ,and rodslatchandhingeMksareLVLorLSLThelatchstkwhichs1.116 a s fhe k>lch reinfacsrrhenl The ad bottom rail ore al o -ood ehaninumInthedoubledoorapplicationthe =active door B Felled with cn airuded astragal of 6060-16 alloy. Fmrne Construction: The frame js constructed from fingert joi ed pine ng,$65" wide x 1.25 1t:cL the header is joined to thepm w01h (3) x 15 P2 Scree of at side. Theside. threshold mu is joined side bs whh 2 /B x 25 PFH Screws al eod' side The mullions arc ucured o etlprcrm n a e application using 8 x 2" brq PFH Wood Screws (6) screws Per each mrA6on. the units use an =wing Urasihd mea 13 5.75' x 1.50 SK lip life - 0A saes 21.656' side x 58.093 secured w x 1.5 Long Tek Seers. The homes ore ceded with stcone coL"g (Dow 795) to sidelite panel and to the gloss. e..edl'ae Gbzina: SMC Lip life with yield strergM Fj{min)-61 Pal d PVC UV Lite with yield strength F rein.)=2145 psi - DM size 9.85 wide x 65. ighemse w/(16) 18 x 1.75" tis Pon Head Screws m Thefroesore sealed with cwA* q (Dow 795) to xidelta pone) and to the 91= integral flush Glazed - The side5te sash face panels ore molded to recei a the insulated Gloss. 0m, is attached to the s&4te face sheets with 53com glazing conpohxd ( TABLE OF CONTENTS rct( ccT i DESCRIPTION 35. 75- MAX. PANEL WIDTH dl OVERALL FRAME WIDTH-1 105. 5" MAX. OVERALL FRAME WIDTH 36: 625" MAX. rPANEL WIDTH W/ ASTRAGAL 15. 5" MAX. FRAME WIDTH 13. 9375" MAX. SIDELITE WIDTH 7. 125" MAX. D.L.O. WIDTH. LIP LrrE 7. 0 MAX. D.L.O. WIDTH INTEGRAL LIT Gi 14. 869" MAX. R D.L.O. WIDTH INA SEE DETAIL "A' SHEET 3 DOUBLE .., iancl liFS INSWING UNR ALL ELEVATIONS--68.5" MAX. I VIEWED FROM . THE INTERIOR o 4. 869" o MAX. x D. L.O. q= WIDTH 16 uiACTI I WERALL FRAME Af, 1 O 00 O cn o 00 mzon LA Q Q m WCID a iET Z O Z OUiS F W w 15. 5 MAX. yam• O FRAME WIDTH o tn2 r 13. 936" MAX. a UN a SIDEL( 7E WIDTH m 7. 125' MAX. D.L.O. WIDTH UP LTTE 7. 0" MAX D.L.O. WIDTH INTERGRAL UT_ V v I DM MSUKANIS, a1C 813. 684.3831 BY: RW 5- 2164 Z 1 _ or - U a N = Z Y NIU 8 CU WI FXTERI 28 J 1" MIN. GLASS THK. 0 29 6rn t 68' MIN. U X p x INTERN N 0 Q in m ice•..: I TS I I s 1ii I i 2 rr 0 Oo 1 0 0 0 0 00 5n 1"o. O SEE NOTE 8 SHT.4 2U 2 Q a J INTERIQR 2.141" uiui m INSWING SIDEIIT 31 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 813.684.3831 is 11/8/O1 NTS ti. a: WLN W. By: RW MWNL I .: 5-2164 im 2 ov _.E XT RI R 24 f B 8 7 O j F- o.: 1 O pp N O op 27 0.. O I 6 6 29 o: : CO Z O 29 N R U I, j C)> o CO o p _. p.' 0 00. 0., 53 w 0 . ° 0 ° 0. 0 0 0 ' 45 to SEE NOTE 3 a m 60 _ Lu INACTIVE Y SEE NOTE i THIS SHEET tp C Y 48 1 do 2 28 N THIS SHEET n 28 3 3 o w DETAIL "A" tD a OPTIONAL ADDITION OF SURFACE BOLT O a ASTRAGAL RETAINER 0 ZBOLT8.0" LG. TOP IN RIOR 18 z Q0doBOTTOM (2) BOLTS MmATTOPdo (2) AT BOTTOM r Zv rim N 1 ADN OmO N lY V1 I 2 3 0 ASTRAGAL 3 0= En0 U 1.15" MIN. 15" MIN. C-SINK tn rnJ_ o o gZ a EXTERIQ EMB. a UN a 25" MAX. SHIM y z } 3m I 15" MIN. i C- SINK 8 FXTFR O ow Q s U 6 w g En 29 12 a wLi ow W 12W 1. 1 Ln w ... to 1 49 PRIOR. 0 p 00°o p z - to uj o a'6' ww aoo R N 0 v.. • o 6 INT RI Y 4 48 28 a ix-10 36 12 3 SEE NOTE 0 z35 g 6 Ed9 Qm9 SHT.4 U w z 34 euanir+c 3 SEE NOTE a wcor+suuw+rs. we v 9 SHT.4 m 613.684.3631 IPIT RI R 16 7 7 34 INTERIOR 2 ZOf ! CRO-5S S CTION 3 0 MULLION w 1/8 - N T THESURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE j, i JLjT( I 1 4y° NTS SUP WLN I. 3 RI NT R 71 N NIGH PRESSURE RATING. _l .h ARELOCATEDATTHETOPAND80TTOMBY: RW 3 ® SIDELITE TO BUCK 2. THE SIDELITE CROSS SECTION THE SURFACE BOLT STRIKE OFTHEACTIVEPANELAT2.5" CENTERLINE FROM THE LATCH STILE EDGE. ATTACHEDTOTHEJAMBANDTHRESHOLDj J T7Ix . o 5-2764 THESTRIKESFOREACHBOLTWERE \, HSU2RFilxBOLTS WERE ATTACHED TO THE ACTIVE PANEL 1 } TECE3i>ff7- 3 3. WITH ( 4) 10-24 SEX BOLTS.-- 1. 15" MIN. _ e .. EMBED. 15- MIN. C-SINK 17 XT RI R 8 a . 7 6 29 u o ; 13 ° 0 Y z ix: 4816 13 3 1 28 38 cow _ v co 25" MAX. a SHIM SPACE IN RIOR 1 I f 18 4 LATCH JAMB TO BUCK, NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). 2. SPACING FOR 18 x 7" PANHEAO SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3". 57. 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) 16 x 2.5' PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (72) 8 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE . TOP DOWN AT 6.0", 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. 6, SPACING FOR IS x 2" SCREW SECURINGTHEMULLIONSTOGETHERISTHESAME 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 ATTACHINGTHEHINGETOTHEJAMBANDTHESIDEUTEAT THE MULLION USE 110 x 1 3/4' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' QUARTERROUNDMOLDINGAROUNDPERIMETER. 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 p'o0 Do 00 O o 000 Y 3Z M _- 34 w a 34 a SHT. 5 SEE NOTE 1.15" MIN. EMBED. 15' MIN. {. C-SINK 2 H0 IZONTA CRO CTION 4 HINGE JAMB TO BUCK, SHT. 4 SEE NOTE 6 43 EXTERIOR 25" MAX - SHIM SPACE 16 O y U) 0o UZ 37 r to 7 SHT. 4 1 tn p0 SEE NOTE 1 L4GMtn tbnW jffl3. 68 47-Wl NTS T®Dr: V r: WLN RW ppAwING NO.: 5-2164 3 H RI NTA CRO TIQN 4 ® STRIKE JAMB TO SIDEL XTY Tv ER NO 6 sNeLT 4 ov 8 i h IL pa e e CENTRAL a,NAME A 7('/ SEE DETAIL00 F N 3. 6" 3" 6" 3' N co o 6" 6" e gO N 3" 6" 1- 11 13 I I 1 1 1 13 TYP. TYP. _ n W t 0 lL n TYP. SEE NOTE 3 SHT. 5 SEE DETAIL F' SEE DETAIL E' TYP. vi o V) a c o. ^ n In Z yZ to 13 NuiG NTYP. SEE DETAIL C. TIP. nm Y o in UU 13 13 n TYP. - ul N HIV wJ o v TYP SEE DETAIL TYP. NN o Nam- a Z a A" '13 SEE A B" o DETAIL 51B.. " A'S1 - A" "D" il iA' - "S' -T- iYP. , , , , - 1-i i 6" 6" 3 3" --i 3" 3 3' au 6" 6 6' 3' 3• v 3. - 6' 6 6" DRILL THROUGH FOR SEE DETAIL "H A 0.357' BOLT DEEP GfENOUGHFORA2" BOLT THROW - pOU/ FDOOR W/SIDEllIES i T NOTE: USE ITEM 173 A /8 x 2 1/2" PFH WOOD SCREW i0ATTACHTHESTRIKEANDDEADBOLTPLATESTOTHE ' JAMB OR ASTRAGAL EXCEPT IN THE MULLED cor uAx,s. n APPLICATION WITH THE SIDELITE USE ITEM /43 A /8 x 5 3.6e4.3e31 11 ot 2" PFH WOOD SCREW. 37 1S as 11 6/0] O SURFACE BOLT ATE ATTACH THE STRIKE scve N.T.S. O - STRIKE PLATE PLATE TO THE THRESHOLD WLN 13 W/2 1f10 x 2 1/2' 10 PFH WOOD SCREWS °. er: RW AI auwac w.. ASTRAGAL STRIKE PLATE nFTAIL 'H' S-2164 K OPTIONAL SURFACE ASTRAGAL THROW BOLTS vcc* 5 aF I 10 BOLT STRIKE PLATE - AT THE THRESHOLD nFTAII -F" DFTA, II 'G' F I t m n \ vi SEE DETAIL 1 SEE NOTE 3 SHT. 5 SEE DETAIL "J" 63_ 6 3' 6 6 3" 3' t3 — TYP. 13 TYP. — — TYP. 13 13 13 TYP. TYP. TYP. K. M" . M 51 f tt tt TYP. it it 3 63 i' 3• F•-- 6' 6" 3• 3" 6• SEE DETAIL 'K" OR W/SIDELITFS ul ui ticiSEEDETAILC" TYP SEE DETAIL -"F" 6• 6 6" 3" 3" 3" LL3 t t TYP. SEE DETAIL E- TYP. 3" 6" 3" LY 6" 6' 6". SEE DETAIL 'H" DOUBL DO R SINGLE DO S• r. 0 0 ATTACH THE STRIKE p SURFACE BOLT - PLATE TO THE THRESHOLD STRIKE PLATE j( I q j,.. yy 2 (1 0'"y 2 1/2" 1 Jj jll t lii Y • ' ll lW 1=- ',. PFl I WW04 SCREWS pETNL J DETAIL OPTIONAL SURFACE ' 1 V L t PT0 STRIKE SURF-ACE BOLT STRIKE PLATE IV I( F ! CTURT yl / I IJJjj P j-U IV O> co v)- I aN t6 r- 8 15 mown— O: o IQ Wtn CLJ< N N O Z 0, r V) co a VO ZO oI U Q 1ginas813. 684.3831 E it 8 Oi uE N.T.S. c. er: WLN K. ar: RW Z. z NO.: S- 2164 w 5 of E O4 x 4 STEEL O'00R HINGE CAP I r I OAK b 1 Q rr BOTTOM RAIL WOOD COMPOSDE 1.46- S71_1FrrHINGESIDE Q4 CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL' PONDEROSA RADWTA PULAI, ELLIOTTIL TAEDA OR SUGAR it PINE. DOUGLAS OR WHITE FIR. CEDAR, VX04SE CEDAR OR REDWOOD. 40, RED 4.09" OAK CAP w OAT I c CORE MATERIALH lVL OR LSL 8 r. 75-1 DRILL THROUGH FORCORIU. THROUGH FOR `L .357" DIA ASTRAGAL A 18 PFH WOOD RETAINER BOLTS SCREW 2 PLCS BER 11 WR697 STRIKL PLATE 1.50" TOP RAIL O WOOD COMPOSITE Y--1.077 --{ rnilrt, ti RI ANK SIDE 5T1LE 36 FlNCER JOINTED pONEROSA PINE f—I.OT7- ID 1.531"---i 42 c nn rR 70P do BOTTOM RAIL FlNGER JOINIED PONDEROSA PINE 1;URFACE ff& INES 25- ATTI- HACH TOSHEET mETAL SCREWSUSINGI PROVIDED RETAINER 24 WMf1IAMRER 8 W - JMINUM 052" WALL TYP 2.116" r--l.zoz• -j n 28 uOLOED OPEN LITE Sur FRAME EXTRUDED SMC 92" 579- L O 2 5 WOOD ERAME . VINYL THRESHOLD EXTENDER w 5.75" coF n IhINS NCL HO SUBSTRATE Al LIMINUM11WOWIVI QEXTENDER; 6063—T5 ALUM. .D45- MIN. WALL SUBS THRESHOLD: KILN DRIEDIESMN WALLNE. CEDAR OR POPLAR VINYL 1.820" - m 14INSWING 2QffJlGTMM-5fffXP VINYL .080" UAX. WALL .035" MIN. WALL r N m 8 O• n 175 E 178" 1 8Q LONG REACH O RESSION WEATHERSTRIP RETAINER BOLT 1pRES'<ION WEATHERCTRIP BY TRMA—TRU ASTRA2 C/ R ROO ZINC. FOAMCELLCOREW/VINYL JACKET MATERIAL, wMNYI JACKET - h YELLOW CHROMATE 2. 875' Q == O F H. SHEET MATTACH TOETALLL5SCRE1WSPROVIDEDWITH BOLT. of N O 00 ONOa O = r. LL 3 OLJ O O O 00Wm 613. 684.3331 w O1 srxe NTS DWD. 6Y: WLN BY e 5- 2164 NEST 7 of 8 453" GLASS Y BITE ti 1/8" TEMPERED E N 7ERIQF2 48 _ GLASS g O ap O co OO1/4" AIR CL X r\ O .. 9 O. o SPACE Z n gi DECORATIVE LL0W — O O4710,1/8" o .. %0.. 0 GLASS 1/4` AIR O O SPACE mJERIQ z Y 6 3/4" STEEL INTERCEPT 1/8' TEMPERED Lu ap = W 9 GLASS a w w O Za 1" INSULATED TEMPERL GLA7ING DETAIL SHOWN W/ a CLASSIC CRAFT" SMC I f E FRAME k' REQUIRED FOR DOOR PANELS) 453" GLASS = o zBITE 2 Lnn m J 10 1 3 40 f m a aWiXTRIR1/8" ANNEALED z Q GLASS U Q: O 25" AIR az w SPACE a c a 1/8" ANNEALED m 5 GLASS INTERIOR 25" STEEL INTERCEPT 3 6 9 SPACER SEE NOTE 1 SHT. 4 0 INSULATED GLASSW/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) THICK DOW 795 0.5" GLASS BITE 0625" GLAZING COMPOUND o 1/8" TEMPERED GLASS ` z O O 0 Q OQ 1/2" AIR SPACEcoO Ic! O Q X-u = O comsuLTI.M. INC R3 O O O 1/8" TEMPERED 813.684.3831. Z Y GLASS e a 1 8/01 N 1/2" STEEL INTERCEPT SPACER In FLORAL o owc. eBy..WLN 3/4"" INSULAT D TEMPERED G SS A- qIK. M. RW FA TTye GLAZING DETAIL SHOWN W j 5-2164 I RAFT" INT RA G 8 SIDELITES ONLY) i MkSTER