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Home My WebLink About170 Venetian Bay Cir 04-423 New SFH (3)t7 ty rn000 Now I PERMIT ADDRESS mmmimm— SUBDIVISION CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER 0T0=10 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOF. PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT 9 - 4t-%- DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 7016 7 CERTIFICATE OF*OCCOPANCY / COMPLETION This is to certify that the building located at 170 VENETIAN BAY CIR for which permit 04-00000423 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Buildin Official -Prior to the issuance of said building permit, to wit as ^ „a -A,-u,,r,:4, ;cL,t,L complies with all the building, plumbinge ectri 1, zoining and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL BUILDING: _ F i na l ed I ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage D 5' Maintenance Bond PUBLIC WORKS: Street Name Signs 3 a S;rti Storm / Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE DATE AMOUNT 12 16 03 11/25/03 1/06/04 12/09/03 11/25/03 11/25/03 11/25/03 11/25/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 170 VENETIAN BAY CIR for which permit 04-00000423 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/25/03 91.93 11/25/03 13.20 11/25/03 847.00 11/25/03 13.20 11/25/03 1384.00 11/25/03 650.00 11/25/03 1700.00 mpcf-iay\ vlv OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C),-\ — 1 3 ADDRESS: CONTRACTOR: MORRISON HOMES PHONE #: 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. gineering Public Works DUtilities O lG 3 /o/ p ¢ SwC1aY Fire 11 Zoning 11 P Licensing v1 \ , N- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 10 ERTIFCATE OF OCCUPANCY AFRDVp4 a REQUEST FOR FINAL INSPECTION" R C SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: y - l ADDRESS: CONTRACTOR: MORRISON HOMES PHONE #: 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 JYublic Works DZoning n I'N Utilities DLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANOY I}lREQUESTFORFINALINSPE.Esic SINGLE FAMILY RESIDENCC** DATE: 3-Q--0a I PERMIT #: ©4 — 3 3: ADDRESS: \©V =C G" I c a,1 C C N m 1 d CONTRACTOR: MORRISON HOMES a` u C t PHONE #: 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. OEngineering Public Works tiiities CONDITIONS: (TO BE OFire 1Is, OZoning n R OLicensing , \ \ N ONLY IF APPROVAL IS CONDITIONAL) T 011;k ji: 1) T:Y CI T y cl:,* G A, 1-4 '7 0::4 D 1TATFV31••iT NUMPER 103-YU749 DATEn A . W A XRYkL0Y1T1 KIEITT QN5 - J% lit , 10 11TY), compry mmom .......... WIT ADCRF!E,13,., 7- 6.jA.IK ............................. Jcph ph PITYAMOBCOBDZRJRIUyyK alco TWPz PP RCE L a F-1-AT F'1-AT )-A'_'0K 17, I, X RLCC K a unn JI; ADCR&SOU nPPLICANT PAVEc 6DnRusssLON)) USE CATEGORYc 001 — Bing lu Family Do4achod Xowio 7YIV IMLv Non idential J-.-).'::: XK::E;CiTPT10Mc SingIv Family H,wva PotachQ0 — Construction RTNEFIT RAT[o FEL UNII RATE PER 00 TYPE TOTAU DU-' v " I DIST ECULE ?;E5c. KNET GF U1• TT13 s--------------------------------------------------------------------- 0 dw! unit 0 705.00 1 6 CU -WIDE 105.00 M) Nx; HOR14 1 0 dw! Unit 0 102.00 A 0 Jn2.00 KAIRPRY 0 dw! unit 0 =00 1 0 04,00 KA 3KC0 CO-WXDE 0 dwl unit 01,391.00 1 0 1,301.00 i ',' 0T1AT::N I, Go 1 i f U." E 2 rYf' E TC 1';T-(..FIVTK(, SIGNATORY/&PPLXC0NTs FAILURE TO NQTTFY OWFHR AM)) LATARE TINTIN PAYMZHT MAY RISU:A IN YOUR LIABYLITY FUN THE FEE. CIO,: D? 0TRfbUTfnHc 00UW1Y 3-cily 2- A"PLXCANf n—COUNTY vTNovv*:: c ADVISED THAT THX8 IS A STATPHRMT OF FLES WA3C,.: ONE DUE AND PAYAELE PRICR TO 1GEUANCH 07 A RUCI_ DIXG PHRMXT, h' 50 ADVISED THAT AMY RIGATS OF THE h"PLTChNT, OR OWNER:, TD Prmm THE CALCULATXONS nF TPE ROOO, LIPRORY SYSTEM D!J(; 0T:f(T'-!eT.. (0(:`iMJ ) IMPACI FEES MUST DE EXENC12ED BY VIIKIN-11 A MkfITEH RCCUESC WITHTH 15 CALGHLAR DAYS OF IF : RM7XVING fkU9QTtQ7 X& TE ADUVa, EAlf tflT LATUR THAq CIRYIFICATE OF UICU?AANY 0,c 07UPAECY. TPE RrOLF07 YOR REV12W NUST PEET 110: R:TR1JrF0T'VK103 f1i 0!0: DEVELOPM1MY CODE. CCPXEM OF YHY RUES GOVERNING AQPEA0-, PAY PE pXcvwD UP, CR RECUESIUn, VROM 1HE PLOM IMPLUEEHTATION VFVIC0: i101 rA!A VXRST 5TREEQ 0=010, FLORIDA 32711; (107) 665-767n. CITY CF 2CNFCRn 000 11*10IRT11 PAR!< AV!:*Htj,::: I ,;A1,5 ( l;0). Fl. 5277:1, 0061047 21"OULD PE BY CPICA CR r3V2Y COnU2, 040 100111) RW41R1Qan-: n%!0 CITY DUILTANO n2RMIT MUM101 AT THE TO!" OF NOT):C!.-:. vas swrEmomr IS VAUXD U&N IN COVIJUXXXON WITH ISSUANCE OATQ: VOTTIT00 :111071011 GIKELE VANYLY TUILDINO PrRMiT =0=3A .A K 10101 ?':: Permit Number: Prepared By Daphne Clark and 151 South Hall Lane. Suite 200 Return To: Maitland FL 32751-7172 NOTICE OF COMMENCEMENT. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK O5O86 PG 1332 CLERK'S # 2003199O89 RECORDED 11/05/2003 01s06t10 PM RECORDING FEES 6.00 RETARDED BY L McKinley MARYANNE MOW, VW, of CIRCUIT C IDA U - State of Florida. County of Seminole. NO S The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: 73LotNumber Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, F orida. Street Address v it (VENETIAN BAY). 2. General description of improvements : New single family residence 3. Owner information : Name Morrison Homes VAddress IS I South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder 5. Contractor: 6. Surety : N.A. 7. Lender: N.A. N.A. Name Maria Lisa Steiner Address 151 South Hall Lane. Tel Number 407) 629-0077 Fax Number 407) 629-5282: Suite 200 Maitland FL 32751-7172 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of recor Date Signed : 6 Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and subscri d re me this by Maria Lisa Steiner, who is personally known to me. io"'aY Pu,% D. A. CLERK MY COMMISSION A DD 214811 EXPIRES: June 27,2007 Signature of otary: Notary Seal: +. BondedThruBudgetNotaryServioee LIMITED POWER OF ATTORNEY DATE: /x/ 03 I HEREBY NAME AND APPOINT: DAN} e (, Hk F'RED HOW/qo TAV J56TES EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: / `3 SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER AME OF CONTRA OR SIGNATURE OF CONTRACTOR) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER) The foregoing instrumentticknowledged before me this r .. uANAEMIao DATE: // (%3 :.: .: MY COMMISSION N DD 237775 a= EXPIRES: August 3, 2007 BY: MARIA LISA STEINER BadedThruNobgRbNoUnder en Who is personally known to me and did not take an oath. STATE OF FLORIDA or COUNTY OF ORANGE. SIGNATURE OF NOTARY: NOTARY SEAL. Permit # : Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION 1-1 - Date: ///5/-C, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS 15*0 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: 26 V4• Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 0 Parcel # Owners Name & Address: 5/ 50UrHH11&G Contractor Name & Addr dariers U,bov Phone & Fax:k_716?, Architect/Engineer: E, Address: d3 JAIt n Attach Proof of Ownership & Legal Description) Bonding Company: AA t %V l till %J l % ho Address: ,VA I Mortgage Lender /li•i i+:.7 NOV I 5 -nQ3 j Address: NA (' '' 14071 =2S 79 74 0 Application is hereby made to obtain a permit to do the wo' stallauonsasindTi atEr f cdFtiMThh'drno work or instti)lation has commenced prior to the issuance of a permit and that all work will be performed to meet stan ar s oT-alfTWs regulating construction in this jurisdiction. 1 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: 1 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 ma be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districy;te agencies, or federal agencies. Cli C sam O y cc xW m Acceptance of perp)o Sri Wation that ill notify the owner of tpc proper[; 1/r Signature t ateof--6tner/A A) zPrint Owner/ r e d3 Ci guj9 Signature of ry-State of Florida D to o. g acLL1 ro Owner/Agent is Personally Known to Me or a • o Produced ID Alit APPLICATION APPROVED BY: BldgI I —, Zoning: _ Initial & Date) Special Conditions: w0waw 1Li1IA Signature of Contractor/Agent Dat A 1 / S E Print Contractor/A e Signature of ary- to of Florida ate Contractor/ Agent is Personally Known to Me or Produced ID A)A Initial & Date) Utilities: FD: i. 13 Initial & Date) (Initial & Date) When ready for pick up please call Daphne 407) 25 7-6940 Thank Youf Herx & Associates Inc. L a n d S u r v e y i n g 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19'18'47" 75.00' 25.28' 12.76' 25.16' S 45'55'39-W C 2 34°19'35' 75.00' 44.93' 23.16' 44.26' N 72'44'50'E C 3 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W LINE BEARING DISTANCE L I N 89°54'38"E 60.00' L 2 S 32'10'00"E 29.11' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI Z LOT 43 — GRADINGN 7.9FT5150. FT. 10.0 10.0 N 1 o Inc18.0 LANAI O O O Opp O 22. 0' In Z, cn Anm 11971) BROOKWOOD If N ZN N1.rn SING EV FAMILBY• ESIDD CE rT,mz FIN. FL. ELEV: 15.7 n h O N rn LOT 42 co 6 p m o to F7T 0 O O i0'w 7.0 10.0 10 13.0 *r SETBACKS: Max Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' APERVIOUS SO. FT. - 45y Mirwnun Lot Width 60' LOT S0. FT. IMPERVIOUS AREA - 3.574 SO. FT. Note: Bearings shown hereon are referenced to the C/L of os being S 89°54'38'W. Vertical dolun is bosed on NGVD per Engineering construction plans by Ned H I I I e r Enyneeriig hc. Job Number 2001 . LOT 44 CITY OF SANFORD LEGAL DESCRPTION Lot 43. " V E N E T I A N BA Y occordrn9 to the plot thereof os recorded in Plot Book . of pages - of the Pubic Records of Semriole County. Florida 1 P.C.P. General Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on i 2. No aerial, surface or subsurface utility installations, underground improverine Is or subsurfaceiraerial encroachments, if any, were located. J. Building ties shown are to the exterior unfinished foundation surface or formb ard. 4. Elevations shown hereon, If any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes X"Iron rod with yellow plastic cap marked LB4937 or LS3182, or SS' iron rod with red plastic cap marked 'Witness Corner' unless otherwise noted. O Denotes P.0 P. (Permanent control point) Denotes Permanent Reference Monument FLOOD HAZARD DATA: The Parcel shown hereon ies withn Flood Zone occording to the Flood hstrance Rote Mop Commxuty Panel Number 120289 0035E.Doted 04/17/95. City of Sanford. Commnity Number 120294) 98° 54 -38 -E REFERENCED BEARING rLANS REVIEWEDoil r-ITY OF SANFORD CIL 50 ' R/W) TRACT "F PRIVATE ROADWAY Legend Temporary Benchmark O O.R.B. Ofset Official assumeddatum) PB Plat PlatBBook BOWBack of sidewalk PC Pointt of Curvature C/L Centertine PC. Point of Compound Curvature A Central or ( Delte) Angle P.. C. P. Permanent Control Point CALC Calculated PG Pape CB Chord Bearing P.R.M. Permanent Reference Monument CD Chord P/ L Property Line M. C M. ConcreteMonumentPO.B. Point of Beginning EL.ELEV Elevation P.O.C. Point of Commencement FINAL EL Elevation ( Measured) P.I. Point FD. Found PT. a ReverseIntersect Pant of ReverseCurvatureFin.Fl. Elev. Finished Floor Elevation PT Tangency I P Iron Pipe R Radius RadPoinius s I.R. Iron Rod RED Radial Line L Arc Length REV. Residence LB Licensed Business RAN LS. Land Surveyor TBM TemporRight-aryBenchmark Mea Measured TYP . Typical N/D(N& O) Nail and Disk Fence Fence symbol (see drawing) N.R. NotRadialX—X- Fence symbol (see drawing) Certification: Not valid without the algnaturo and tho original ralsod seal of a Florida ficensod Surveyor and M This survey meets the requirem ne Floridainimum Technical Oro n by: CM d'es containedin hap 6 G 17.Administrative Code. Chocked Prepared b y : DP JobNumb For: MORRISON 02- 01 7- 0 Sketch of LegalDescriptionJobNumber: 02-017-02 akoj L-,Uyn Cyo Jt This is not o Survey Scala : -- 30' Wiliam A. Herr, P. L. S. Florida Registered LoNiSurveyor No. 3182 Plot p l o n performed: 07 - 10 - OJ Dora@ L Przemienfeckl, P. S.M. Registered eyor and Mapper No 6030 Found o t i o n Survey: William R. Harz, P.S.M. Registered Surveyor d Mapper No. 6092 Final Survey: Herx 6 Associates Inc., State of Fkuida LB 4937 Revisions Herx & Associates Inc. L a n d S u r v e y i n g 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C I C 2 C 3 19"18'47" 75.00' 25.28' 12.76' 25.16' S 45°55'39-W 34°19'35" 75.00' 44.93' 23.16' 44.26' N 72w44'50-E 89'54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W LINE BEARING DISTANCE L I N 89'54'38'E 60.00' L 2 S 32°10'00'E 29.11' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10, PAGE 66 LI LOT 43 - A" GRADING N 7.951 SO. FT. Z 10.0 18.0' 0 LANAI c co O 22.0' 1971) BROOKWOOD 11 N ELEV. A.B.0 A D SINGLE FAMILY RESIDENCE ZE FIN. FL. ELEV: 15.7 ao LOT 42 in O O 10.0 1. 0 0 10.0 Onc r- QP Vl O 4 nm Nei mm inn~ rn 7 0 Cr.1 70 0 O 01 h 7.0' a SETBACKS: Max Coverage - 62 Y Front 25' Rear 20' SITE DATA Side 5 ' Corner IS AF_ERWO_US_ SO. FT. - 45% MiniTw Lot Width 60' LO_T S0. FT. I I M P E R V10US•AREA -3.574 SO. FT. Note: Bearings shown hereon are referenced to the CIL of as being S 89°5438-W. Vertical dolun is based on NGVD per Engineering construction plans by Ned H I I I e r Eiioeerrng. Inc. Job Nmber 2001. LOT 44 CITY OF SANFORD LEGAL DESCRIPTION Lot 43. - V E N E T I A N BA Y according to the plat thereof as recorded in Plot Book . at pages - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X. 2ccord5ng to the Flood insurance Rate Map Cormunity Panel Nunber 120289 0035E.Doted 04/17/95. city of Sanford Commtrity Number 120294) to T P.C.P. REFER 9a REV IEW ED CITY OF SANFORD CIL 50' R/W) TRACT F" PRIVATE ROADWAY 1 P.C.P. Legend General Notes: Proposed Temporary Benchmark cvs O.R.B. Onset Official Records Book 1. This is a BOUNDARY Survey performed in the field on assumed datum) PB Plat Book 2. No aerial, surface or subsurface utility lnsfallafions, underground improveme is or BOW Back of sidewalk PC Point of Curvature subsuAace/aerial encroachments, if any, were located. GL Centertine PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface cr lomlb ard. a CALC Central or (Delta) Angle Calculated P. C.P. Permanent Control Point 4. Elevations shown hereon, If any, are assumed and were obtained from approved CB Chord Bearing PG. Page Construction plans provided by the Client unless otherwise noted, and are shown CD Chord F. R.M. Pof Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument P. PO. B. Proppertyerty Line Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P O C. Point of Commencement 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P. I Point of Intersection Righls-of- way of record whether depicted or not on this document. No search of the FO. Found Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I P. Iron Pipef PT.PointoTen genc y6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAD RES. Radial Una Residence Denotes 16-! ron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RrW Right-of-way 34, iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. LS. Lend Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee d Measure TYPtypical Denotes Permanent Reference Monument N/D( N&D) Nail and DiskN.R. NotRadialFencesymbol (see drawing) X—X- X— Fencesymbol (see drawing) Certification: Not valid without the signature and the original raised soot of a Florida licensed Surveyor and M This survey meets the repuirem he Florida inlmum Technical Drown b y : CM rids es cartelined in he 6 G 17-8 Flo ' a Adminlstrafive Code. Checked b y : DP PreJob aredNumb For: MORRISON 02-017- 0 Sketch ofLegalDescriptionJobNumber: 02-0 7-02 U/0 jt This is not a Survey Scale : 1'- 30' Wdliam A. Hear, P.L.S. Florida Registered Le Surveyor No. 3182 Plot p 1 o n par formed: 07. 10 - 03 Darae L. Przemienleckl, P. S.M. Registered eyor and Mapper No. 6030 F o u n do t (o n Sur • w y . William R. Herx, P.S.M. Registered Surve eg yordMapperNo.6092 Final Surrey: Herz d Associates Inc., State of Florida LB 4937 Revisions . 10-03-203 9:04AM FROM P. 2 air .,;:h i •t•; C4•rxl.. F 1 u. CITY OF SANFORD Pli;li mar APPLICATION Job Address: / , Description of Work: Historic District: _ Permit Type: Building Electrical Mochanical4LO"Pl imbiug Fire Sptinwor/Alattn Pool Electrical: New Setvioe — 0 of AMPS Addition/Ahmstioa Change of Service Temporary Polo Mechaoical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Requited) Plumbing/ Ncw Commercial: M of Fixtures 0 of Water & Sewer Lines N of Gas Lines Plumbing/ New Residential: ii of Water osets 2 - — Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Com; iruciion Type: 0 of stories: L # of Dwelling Units: Flood Zone: (FBMA form required for other th" X) Parccl N: do Address: Nurse & Address_ Attach P?f of OW07hip & Legal Dmrlptioo) oeltaet Parson Bunting Company: Address: - -- Mortgage I Crider — -- Address: _ ..... _._ ArchitocUtu= iueCr. Phone: Address: Fat;: Application is hereby made to obtain a perrttis to do the work and installations as indicated. 1 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. 1 understand that a Scparnte permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws re- ulattnn construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUIM 1'4YINCi TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOKS KECORDING YOUR NOTICE OF COMMENCRMF..NT. 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 gorcrnmenmt entities such as water management districts, state agencies, or federal agenctcs• Acceptance of permit is verification that I will notify the owner of the property of the requiremenu of Florida Li n Law, FS 713. Signature of Owncr/Ageni Date Signature of Contractor Agent Dale Print OwncdAgcnt's Name Print Contrac Signature of Notary -State of Florida Date Sign, re o oury.Bute of Flonda ~ Date rt, rl, Stephanie Womim* Tj B My Commission DD111278 OwnerlAgent is _ Personally Known to Me or, Contractor/Agent B ,—•, PersorullyT2tao AFt hF*TQS June 01. 200e Produced ID _ ProducedlD APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions; Zoning: Utilities: FD: initial & Date) (Initial & 02to) (Initial A Date) CITY OFSANFORD PERMTf APPLICATION Permit # ..,-- ' y late., Job Address: U-46 ti of Work: gee — Description Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of gMpS Addition/Altemtion Change of Service Tempos'ry Pole — T Mechanical! Residential Non -Residential Replacement New (Duct Layout & Epergy 014. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial r _— Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fbt• (.t{nr.r clan X) Parcel q: L ( Attach Proof of Ownership & Legal Description) Owners Name & Address: 1 Phone: ilB,1ContractorName & Address: ATR MAWN11,9 ern iMU n Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: y Architect/Engineer Me License Number RU= tee. 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 installanon has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will b5loone in compliance with all applicahle law^ I c;Ntdxtingconstructionandzoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF CONPVIENCEMENT MAY RESULT IN Yol')T! I'p, ,•p lGTWICEFORDAPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FTNANCrNql, CONSUL• WiTH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that 1 will notify the owner of the property Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owncr/Agent is _ Personall, ono„n to Mt or Produced ID Al'I'LICATION APPROVED BY: Bldg Initial & Date) S,xci:i! l ondinonb: Date Date to this'pr erty that ound in the public records of a eyranment dis ' ts, s to agencies, 011VIlrral agencies. I'Diti Si care of Corinctor/Agent Date Rt sSc> Prin Contractor .Aeen N e IIYki Sn_ ature of K,_ry State of Flonda Date Contractor/Aver: (_*_1_,V_ronai;,'Kno%vn to Me or Produce :-) a Liep-Czw, FS 7 Zoning' L : ..:. I:D: Inilial & Dale) iInitialfiDatc) (hrival &Dal: y:•; MIRINDA C. TURNER ., MY OIIMISSIONEi00212893a EXPIRES: Juno 14, 2007 oi i;;fi' Borded Thru Notar; PnL: c Undenmters CITY OF SANFORD PERMIT APPLICATION Permit # L1 — L/ Z-3 Date: — lob Address: 170 Venetian Ba Ci^rcle ( 7 NDescriptionofWork: E Historic District: Zoning: Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Temporary Pole X Electrical: New Service — # of AMPS 150 Additior Alteration Change of Service Duct Layout & Energy Calc. Required) Mechanical: Residential Non -Residential Replacement New Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines. Residential or Commercial Plumbing/New Residential: # of Water Closets Plumbing Repair — Occupancy Type: Residential Commercial Industrial Total Square Footage: F EMA form required for other than X) Construction Type: # of Stories: of Dwelling Units: Flood Zone: Attach Proof of Ownership & Legal Description) Parcel 0: Owners Name & Address: Phone: Pat's Electric, Inc 104 W. Cedar Ave. Orange City, Fl. 32763 Contractor Name &Address: EC 0001542StateLicenseNumber. T c.,,; rh Phone &FaL386 775-7776/386-775-9994 Contactpercon: Phone: 386-775-7776 Bonding Company: Address: Mortgage Lender: Address: Phone: Architect/Engineer: Fax: Address: to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Application is hereby made to obtain a permitg constructionissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofallPOOLS, FURNACES, BOILERS, EATERS tTANKS, dt a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all appliIN YOUR cable laws regulating TWICEFORIMPROVEMENTSING TO TO YOUR PROPERTY. IFYOER YOUR UINTENDTOOBTAINFINANCING, CONSUE TO RECORDANOTICEOFLTWITHYOULENNTMAYTEROR ANAYfNG ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem is n,e. Sismao Lien Law, FS 713 Signature of Owner/ Agent mre of Con r/ nt Date Print Owner/Agent' s Name Signature of Notary - State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: zoning: Initial &Daze) SAn e, p ' t C tmctor/Agent's Name Si ture of Notary -State of Florida fifer Almodovar My Comm"lon D0272809 w Expires December 07 2007 Contractor/Agent is YP..naUy Known to Me or Produced ID Utilities: FD: initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 43 Venetian Bay, 170 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 170 Venetian Bay Circle, Sanford, Florida 32771 0q- e-12-3 Legal Description: Lot 43, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. CLAI GYr') t4A-L- Darae L. Przemieniecki P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1 -7. SECTION A- PROPERTY OWNER INFORMATION For lnsuranoeCompany Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 170 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 43 ," 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): hP - ##' - ##.# tr 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 / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Zone AD, use depth of hooding) 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 19N NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ®Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 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 _ - Bevation 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. 9 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 0 o d) Attached garage (top of slab) 15. 6 ft.(m) E r- o e) Lowest elevation of machinery and/or equipment u, servicing the building (Describe in a Comments area) 15. 3 ft.(m) E o f) Lowest adaoent (finished) grade (LAG) 15. 2 ft.(m) Z N 0- o g) Highest adjacent (finished) grade (HAG) 15. 3 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. an) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by (ne or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIBtdArTt1I E _ DATE TELEPHONE I V A/1 Q, \ K16- 0M 11I A 3.8-04 407-788MM 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 Insurance Com&ry use: — BUILDING STREET ADDRESS (Including Apt., Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 170 Venetian Bay Circle CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/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. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA issued or community4ssued 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 COMPLIANCEAMPANCY 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 Herx * .188ociates Inc. 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 89°54'38" 25.00' 39.23' 24.96' 35.33' N 44"57'19"E C 2 19°02'23" 75.00' 24.92' 12.58' 24.81' S 26"45'04'W C 3 17*14*10' 75.00' 22.56' 11.37' 22.48' S 08'36'48"W C 4 89°54'55" 50.00' 78.47' 49.93' 70.66' N 44°57'10"E WOLFER'S LAKE VIEW TERRACE TRACT G PLAT BOOK 10. PAGE 66 ADDITIONAL RIGHT OF WAYS L 2 7.6' j FD 8' 0/5 LINE BEARING DISTANCE 6' BRICK WALLJ L I N 57°24'00"W 26.37' L 2 N 89°54'38"E 47.24' ao 32.0' M ry O o POOL DECK 1q, CITY OF SANFORD I 7 18.6 00 O 1 LEGAL DESCRIPTION: Lot 42. " V E N E T I A N BA Y 18.7' v PORCHov._w occord!ng to0ZE the lot thereof as recorded in Plot Book 63. Pubic Records Seminole Canty. FloridaEl3' w or pages 84 8 of the of 16. DOVER 614 LLI W FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone "X .. ELEV. A. B 6 C `" occordn tog the Flood Insurance Rate M Community Panel Number 1 SIRESIDENCELY a N? 12028 9 0 0 3 5 E. Dated 0 44 1 1 7 1 9 5. FIN. FL. ELEV: !v Q (City of Sanford Community Number 120294) 16.4 o co o OilN t1i O LOT 43 UJ Lu W a 5.0' 1 3. SETBACKS: I8.6 Nm LULL) 4 8 Front 25' Rear 20' Q U. : Side 5 ' Corner 15' u W ZOO v rn Mwmum Lot Width .60' IncO a' Note: Bearinqs shown hereon ore referenced to the CIL B.7 20.0' of VENETIAN BAY CRCLE as being S 89°5438"W. S S)e errO Verticd datum is based on NGVD per EngineeringQL0T42 a / Fy construction plans by Ned H i I I e r Erxg!neerng, hc. A . GRAD 1 NG O • 5F4, Job Nmber 2001 . z 12.650 SO. F T . 00 ;cyr 6e N 89° 54 ' 38 "E v 68 REFERENCED BEARING A - — GA :. ....: ..... 0.5' / 4.6' WOOD S 89059'43-W 96.40' 20' UTILITY 6 ACCESS EASEMENT SET 5' OFFSET 0.2' LOT 41 CIL VENETIAN BAY C3 CIRCLE (50' R/W) PRIVATE ROADWAY TRACT -F - P.C.P. 25.00 General Notes: U E C 10 2003 Legend fYS Onset 1. This is a BOUNDARY Survey performed in the field on m Temporary Ben mark O.R.B. Glacial Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum PB Prat Book subsutface/aetial encroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature CA Centerline 3. Building ties shown are to the exterior unfinished foundation surface or formboard. PCC. Point of Compound Curvature A Central or (Delta) Angle are assumed and were obtained from approved4. Elevations shown hereon, !1 any, PP P,C P. Permanent Control Point CALC Calculated Construction plans provided by the Client unless otherwise noted, and are shown PG. Pape CB Chord Bearing P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/L Property Line temporary Benchmark shown hereon. C M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of -way of record whether depicted or not on this document. No search of the FINAL EL. Elevation (Measured) P.I. Point of Intersection FO. Found Public Records has been made by this office.Fin'Fl. PRC. Point of Reverse CurvatureElevFinishedFloorElevation 6. The legal description shown hereon is as furnished b client9PY PT. Points TangencyI.P. Iron Pipe 7. Platted and measured distances and cirections are the same unless otherwise noted. R Radius I.R Iron Rod RAD Radial Line Denotes %'Iron rod with yellow plastic cap :Parked L84937 or LS3182, or L Arc Length RES. Residence hrS"iron rod with red p!a.vfic cap marked ;Nifnes. Corner" unless otherwise noted. LB Licensed Business R/W Right-of-way 0 Denotes P.C.F. (Paimar-ent control point) - LS. Land Surveyor TBM Temporary BenchmarkMeeMeasured Denotes Permanent Reference Monument TYP. Typical N/D(NdD) Nag and Disk O 2003 Herr. d Assor.;atn.s Inc. All rights received 41-4/- Fencesymbol see drawing) N.R. Not Radial( X— X- Fence symbol (see drawing) Certification: Not valid wffhuut the slgruiuie and the orlpinr! raised seal of a Florida licediod Surveyor and Mapper D r o . n b y : CM This survey meals the raquirenhents o'tthe Flikia Minth,hum Tea'uhical Ch e e k e d b y : DP Standards as contained /n Chapter 61G 17-6 Florida Adminisfra: Ye Code. Prepared For: MORR I SON Job Number: 02-017.02 i MAR 0 5 200 Scale : 30' 4 Plot pion performed: 06-26-03 William A.,Herx, P.L.S. Florida /stared Land Surveyor No. 3182 F o u n d o t i o n Surrey : 12 10 - 03 Darae L. Przemlenleckl, P.S.M. Registered Surveyor and Mapper No. 6030 F i n o I S u r v • y : 03 - 04 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No 6092 R e . i s i o n t Herx d Associates Inc., State of Florida LB 4937 r • FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1 71 BROOKWO II Builder: MORRISON HOMES Address: 7d . Permitting Office: City, State. Permit Number: Owner: hid InJi'L, , Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ft') 1971 ft' c. N/A 7. Glass area & type a. Clear - single pane 332.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 I Btu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 62.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2007.8 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 26584 PASSTotalbasepoints: 27506 I hereby certify that the plans and specifications covered by this calculation are in tom 'ante with the Florida Energy Code. - PREPARED BY: _ DATE: 1 hereby certify that this buil I , as desi ned, is in compliance with the Florida ergy C e. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: PI EnergyGaugeO (Version: FLRCSB v3.2) L l 1 1 vs o; a ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 3 - b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1971 ft' c. N/A 7. Glass area & type a. Clear - single pane 332.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 - d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 62.0 ft' - b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft' - d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2007.8 ft' - 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.'•N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarn"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.fsec.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 v3.2) FORM 60OA-2001 t SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Ornt Len Hgt Area X SPM X SOF = Points 18 1971.0 25.78 9146.2 Single, Clear NE 1.0 7.0 39.0 43.65 0.99 1677.4 Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9 Single, Clear NW 1.0 7.5 39.0 37.74 0.99 1458.1 Single, Clear SW 9.0 9.5 64.0 52.82 0.53 1776.5 Single, Clear SW 1.0 6.5 32.0 52.82 0.98 1650.7 Single, Clear NW 23.0 9.5 48.0 37.74 0.54 985.4 Single, Clear SE 1.0 6.5 23.0 56.64 0.98 1273.9 Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2 Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2 Single, Clear NE 9.5 14.5 16.0 43.65 0.69 479.1 As -Built Total: 332.0 13265.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 177.0 0.70 123.9 Concrete, Int Insul, Exterior 4.2 1533.9 1.16 1779.3 Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior 11.0 62.0 1.90 117.8 Frame, Wood, Adjacent 11.0 177.0 0.70 123.9 Base Total: 1772.9 3156.1 As -Built Total: 1772.9 2021.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type1 R-Value Area X SPM X SCM = Points Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6 Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 228.5(p) -31.8-7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p -31.90-7289.1 Raised 0.0 0.00 0.0 Base Total:-7266.3 As -Built Total: 228.5-7289.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1971.0 14.31 28205.0 1971.0 14.31 28205.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37564.1 Summer As -Built Points: 40603.6 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) 40603.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13702.1 37564.1 0.4266 16024.8 40603.6 1.00 1.250 0.284 0.950 13702.1 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1971.0 5.86 2079.0 Single, Clear NE 1.0 7.0 39.0 12.00 1.00 468.1 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3 Single, Clear NW 1.0 7.5 39.0 12.23 1.00 476.2 Single, Clear SW 9.0 9.5 64.0 9.22 1.31 774.3 Single, Clear SW 1.0 6.5 32.0 9.22 1.01 297.2 Single, Clear NW 23.0 9.5 48.0 12.23 0.99 580.5 Single, Clear SE 1.0 6.5 23.0 8.34 1.02 195.1 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear NE 9.5 14.5 16.0 12.00 1.00 192.2 As -Built Total: 332.0 3584.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.2 1533.9 3.26 5000.5 Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0 Frame, Wood, Adjacent 11.0 177.0 1.80 318.6 Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5443.1 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 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1971.0 0.64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0 Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 228.5(p) 1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3 Raised 0.0 0.00 0.0 Base Total: 434.1 As -Built Total: 228.5 571.3 INFILTRATION Area X BWPM Points Area X WPM = Points 1971.0 0.28 551.9 1 1971.0 -0.28 551.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 t FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 6038.8 Winter As -Built Points: 10505.7 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) 10505.7 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 5011.2 6038.8 0.6274 3788.8 10505.7 1.00 1.250 0.402 0.950 5011.2 EnergyGauge^' DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16025 3789 7692 27506 1 13702 5011 7871 26584 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@1FlaRES'2001 FLRCSB v3.2 FORM 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 area• .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 wall; 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; 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 NFPA, have combustion air. RA-99 ATUCD DDCC('DIDTIVC MFAQ1I01=C (meic4 ho mof Ar oxcoorlorl hV all racirianr_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 gas 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 efficient 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 1 607.1 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. EnergyGaugeT° DCA Form 60OA-2001 EnergyGaugeOD/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Project• • For: MORRISON HOMES Notes: THE BROOKWOOD 2/OPT DEN D- •n -Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 39984 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 39984 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) 1971 1971 18919 18919 0.8 0.4 253 126 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TqD 18 OF Relative Humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 27469 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg: data n Rate/swing multiplier 0.98 Total sens. equip. load 27890 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3727 Btuh Total latent equip. load 6351 Btuh Total equipment load 34241 Btuh Cooling Equipment Summary Make TRANE Trade 6.9 HSPF Efficiency 10.3 EER Sensible cooling 24850 Btuh 0 Btuh @ 470F Latent cooling 10650 Btuh 0 OF Total cooling 35500 Btuh 1200 cfm Actual cooling fan 1200 cfm 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjgFjtsoft Right -Suite ResidenlialTO 5.0.58 RSR26014 2001-Nov-13 12:04.34 ACCK E:\Files\monison\BROOKWOOD 2-den\1971.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation` 1. Winter infiltration AVF 0.8 ach x 18919 ft3 x 0.0167 = 253 cfm 2. Winter infiltration load 1.1 x253 cfm x 32 OF Winter TD = 8897 Btuh 3. Winter infiltration HTM 8897 Btuh / 346 ft2 Total window = 25.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18919 ft3 2. Summer infiltration load 1.1 x 126 cfm x 18 3. Summer infiltration HTM 2502 Btuh / 346 ft2 x 0.0167 = OF Summer TD = Total window = and door area 126 cfm 2502 Btuh 7.2 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 126 cfm = 3727 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 27469 Btuh Sum of ventilation and structure loads = 28459 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 27890 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3727 Btuh Equipment sizing load - latent = 6351 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj0htsoft Right -Suite Residential*" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ICCK E:TilesvnonisonlBROOKWOOD 2-denli971.rsr Page 1 RIGHT-J WORKSHEET r Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room Entire House DINING/FOY LNDRY BED 3 Length of exposed wall 219.0 ft 34.0 ft 6.0 ft 25.0 ft14CeilngsRoomdimensions20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft Condit. Option 9.6 ft heat/cool d 9.4 ft heat/cool 9.4 ftheat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft2) Htg I Clg ft2) Htg Clg ft2) Htg I Clg 5 Gross a 1413 4.6 2.1 1812 220 0 110 Exposed b 13C 3.2 1.2 316 120 56 140 walls and c 12C 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 243 8974 57 2099 0 0 16 591 glass doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 29.4 19 553 19 553 0 0 0 0 glass doors NE/NW 39.4 195 7683 38 1497 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 47.4 93 4408 0 0 0 0 16 758 South 0.0 0- 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0- 0 0 0 8 Other doors a 10 14.7 9.9 39 574 388 20 294 199 19 280 189 0 0 0 b 0.0 0.0 0 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 0 9 Net a 14B 4.6 2.1 1486 6846 3059 143 660 295 0 0 0 94 433 194 exposed b 13C 3.2 1.2 297 936 347 120 378 140 37 117 43 140 441 164 walls and c 12C 2.9 1.9 0 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 0 e 0.0 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 0 10 Ceilings a 16C 1.1 1.4 1971 2081 2732 280 296 388 49 52 68 168 177 233 b 0.0 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 0 d 0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 219 5676 0 34 881 0 6 156 0 25 648 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 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 0 for slab a 0.0 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 0 0 0 12 Infiltration a 25.7 7.2 3461 8897 2502 77 19761 556 19 489 137 16 412 116 13 Subtotal loss=6+8..+11+12 36349 6584 1092 2703 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3635 100 658 100 109 100 270 15 Total loss = 13+14 39984 7243 1202 2973 16 Int. gains: People @ 300 5 1500 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 24972 3928 1037 1464 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 2497 100 393 10° 104 100 146 19 Total RSH gain=(17+18)'PLF 1.00 27469 1.00 4321 1.00 1141 1.00 1611 1201 Air required (cfm) 1200 1200 217 189 36 50 89 70 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr 9 7tSOfC Right -Suite Residential'" 5.0.58 RSR26014 2001-Nov-13 12,04:34 ACCA E \FilesUnorrisoMBROOKWOOD 2-den11971.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 1971 11N3/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BED 2/13ATH MSTR BATH MSTR BED ft GREAT RM 36.0 ft 2 Length of exposed wall 12.0 ft 12.0 x 14.0 ft 13.0 ft 13.0 x 18.0 ft 40.0 18.0 x 14.0 ft 22.0 x 14.0 ft 3 Room dimensions 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 10.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg ClgEXPOSURENO. Htg I Clg I ft') Htg Clg I ft') Htg Clg ft') Htg Clg ft') 5 Gross , a 14E 4.6 2.1 113 122 376 360 Exposed b 13 3.2 1.2 0 0 0 0 walls and c 12 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 p 0 0 0 0 6 Windows and a 1C 37.0 16 591 23 850 0 55 0 2033 0 0 64 0 2365 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 0 0;«• Heating c 9C 38.7 0 0 0 0 0 0;;; 0 0d1C37.0 0.0 0 0 0 0 0 0 0 0 e f 0.0 0 0 0 0 0 0 0 0•»• 7 Windows and North 29.4 0 0 0 0 0 0 0 0 55 0 2167 0 64 0 2522 glass doors Cooling NE/NW E/W 39.4 0.0 0 0 0 0 0 0 0 0;«• 0 SE/SW 47.4 16 758 23 1090 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0•"` 0 0 0 0 0 0 0 Hors 0.0 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 01 0 0 0 01 0 0 01 0 0 0 0 0 c 0.0 0.0 9 Net a 14B 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 610 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and partitions c d 12C 2.9 0.0 1.9 0.0 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 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 168 177 233 234 247 324 252 266 349 308 325 0 427 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 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 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 12 311 0 13 337 0 40 1037 0 36 933 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter Is displ. c d 0.0 0.0 0.0 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 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 01 12 Infiltration a 25.7 7.2 16 412 116 23 592 166 55 1415 398 64 1647 463 13 Subtotal loss=6+8..+11+12 1938 2483 6230 6634 0 Less external heating 0 0 H 0 0 0 14 Less transfer Duct loss 10° 0 1904 100 0 248 6853 7298 16 Int. gains: People @ 300 0 0 0 0 1 300 0 3 0 900 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 0 0 1306 0 0 1785 0 3875 4921 Less external cooling 0 0 0 0 0 0 18 Less transfer Duct gain 100 0 131 10° 179 100 388 10° 492 19 Total RSH gain=(17+18)•PLF 1.00 1437 1.00 82 1964 1.00 4263 1.00 5413 20 Air required (cfm) 64 63 86 1 206 186 219 236 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wright501T't Right -Suite ResidentialT" 5.0.58 RSR26014 2001-Nov-13 12.04:34 C N E:tFllesUnorrison1BR00KWOOD 2-den11971.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room Length of exposed wall BRKFST 10.0 ft KIT 12.0 ft DEN 31.0 ftj4CeiIngsRoomdimensions10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft Condit. Option 10.0 ft heat/cool 10.0 ftheat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg I (ft') Htg I Clg ft') Htg Clg ft2) Htg I Clg Htg Clg 5 Gross a 146 4.6 2.1 100 120 291 Exposed b 13 3.2 1.2 0 0 0 walls and c 12 2.9 1.9 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0. 0 0.0 0 0 0 6 Windows and a 1C 37.0 38 1404 0 0 38 1404 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0' d 1 C 37.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 29.4 0 0 0 0 0 0 glass doors NE/NW 39.4 38 1497 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/ SW 47.4 0 0 0 0 38 1801 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 b 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 9 Net a 14B 4.6 2.1 62 286 128 120 553 247 253 1168 522 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 200 211 277 144 152 200 168 177 233 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 12 311 0 31 804 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 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 for slab a 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 12 Infiltration a 125.71 7.2 381 978 2751 0 0 0 381 978 275 13 Subtotal loss=6+8..+11+12 3138 1016 4531 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100 314 100 102 100 453 o 15 Total loss = 13+14 3452 1118 4984 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 2177 1647 2831 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 100 218 100 165 100 283 19 Total RSH gain=(17+18)`PLF 1.00 2395 1.00 1811 1.00 3114 20 Air required (cfm) 104 105 34 79 150 136 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF-tsOft Right -Suite ResidentialT" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:\Files\morrison\BROOKWOOD 2-den\1971.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K 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 DINING/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 6.8 76.4 6.8 6.8 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 3.0 76.4 12.0 12.0 LNDRY BED 3 a n se a c n 0 d 1 1 90 1.0. 1.0 1.0 5.0 47.4 16.0 0.0 BED 2/BATH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0 MSTR BATH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 0.0 MSTR BED a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n nw a c n 0 d 1 1 90 1.0 23.0 1.0 5.0 39.4 23.0 0.0 GREAT RM b n ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 BRKFST a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 KIT DEN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 0.0 wrightsoft Right -Suite ResidentialTI 5.0.58 RSR26014 2001-Nov-13 12:04:34 MCA E:\Files\morrisonMBROOKWOOD2-den\1971.rsr Page 1 J 25sh 25sh N .p I LANAI HAffEt SAT! I L o 0I . f e I 1± y 1 L... 12x12 I•cdre000ftl260 NII• I I4.I4 rap 0) 6A2J7 Rab/ 9' a.th dv" t 9'Cc1pd - __ 1y •c 9.4 to roof cafan-Ilpht i S L 12xi 1yc 4 IN1•cd 12 5' IOx6 Ieed 7. 7, Ir I 3' both due f c•f G U I / 757hfLL7J I I i CAI m Z N IN6 lAca I 6' e O 105 I I 25s h y I LI 1 r W W I 1 ------ 10.6 I•cd63Q 0 1 k"D!0.6 bcd ,xt rag J 0.10 rap 100 L' lei I I T P 1 6. r IB. t i leL 10.6cd MO11! OI`I AFL 73 I 111 ,, 6' i z5sh 1 x0llecd _ r 165 t I1PUA I 0 N 10' i' dryer ductr--_ n l' 1 W to roof cep I. - L J i O Z 0 N O 165 GARAGE i 3 4 OU.6IIfcd /U — L Y CY CM14.1,rap 61 I a-' O OO Mir _------- I Q' O F- 1 73 TON V/IaKv !l40V IPN 1 13 IY M - 10.13 plen I 7- L O 22x14 etl 1 air 6yjp1I 1Rating gz 2- 26sh I 1 O 1 stele or Y'•1•D' I N m Must have a nlnLwn clearance of 4 Inches around the air handler per the State Energy code. All duct hog on r=6 Insulation value. m Ll J (n MANUFACTURER u...- NAM: THERMA o TRU Q.ASSIC CRWr 04-WM"SNGLE MID DOUBLE V" NLVUT SIDt31TIS PLSIAATED MMLA.SS DOOR WRIT WO0O iRAk(ES. GENERAL NOTES I. THIS PRODUCT tS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWA-DADE COUNTY. 2. W0OD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DES."-'D PRESSURE RATING SEE TABLE PAGE I. 5. TICS PRODUCT DOES NOT MEET THE WATER REOULREMENTS FOR MWMI-OADE COUNTY. 6. k1"-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOULRED. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE$JQEMUL INSULATED FIBfRGl t DOORLComnALtoa0 (rime taro tons) poor A Cide6te Leal - n•trte Ton• PC zdFiberglass skin 0,127' minimum thickness. SMC F min. <6.000 psi Fiberglass skin 0.070" minimum thickness, sk with yield strength Fe(min.)-6,000 Psidesign• Polyurethane fwom core. withl.9 LEs. density by BASF. rro 9 71te Panel sdof isstrlied -Rh from o 0. 12Y Ihk. sheet The kderrr 1.9 bs emfy BASF ooAaeOim> e farm. The pole! face shed: at greed to the mood sties and -q L TlwtrMiadliredlaawLVLorLSL1?* kAoh stile .Ndh is 1.4I6 s 4.09 is the khh reirlacarerd The top and bottom NOi. are of 0 wood a floi- h the dobie dos appkabon the kodm door a ffied edh an a(nded aAarirun ast o of 6060-16 dby. Frame Conslrueti0n: The frame is sorstnrc'ted tram fnger joirded. pne 56S ride a 125 Orel The header is joined to the side jamts grab (3 2.5 F:H Sams d each 11e threAw s *' .cd to the dds pros -(2) /6 a 25 PTH Scan d side. The mdw ant secured 6oge0v n a odeRe eppfiwfon uziV L , 2 tins PFN Wood Saes f6) veers Per each m6aL Tbw units tew an briny Oreddd aeost.3 5.75 1.548' SMCs to life - OA site is 21.656' ride s 5L093 sewed 1. 5 lag fek Sog.s. The in, ere coded w'M vicar asJkig ( tor 795) to z4eHe pool ord to the ylm 1e donna: SYC Lq Lite .Kh Tis4d skier-90 Fj(mn 62M psi & PLC.Lq Ulr rm yield slresglh FT(arink2,145 Ps - OA six a 9d5 ride a 65.t15 fsd seared r/(16) /s a 1.75 pNip s Pon Head Saw& The rrmrs are sealed rTN a'Loarg ( Dog 795) to sddite panel ord to the gloom Hegrd nL%h Oweld- The d el Imo sidef. eee !o a shah .0 si cve mq- (Dow 795X TABLE Of CONTENTS VSHEET / I DESCRIPTION 35.75' kW. PANEL WIDTH x aj x u14.869' d WIDTH a O B 0 o O co y of NLoSma INST1' 111C UNfT r 74. 5' ill - 0 ci OVERALL FRAME WIDTH -1 x nno u O xf869' 1 WD. L. O. WIDTH SEE DETAIL A SHEET 3 EW 105. 5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH 15.5' MAX. FRAME WIDTH W/RAGAL 13.9375" MAX. SIDELITE WIDTH r- 7. 125' MAX. D.L.O. L SIT TWIDTH LIP LfTE 7.0 MAX. D.L.O. WIDTH INTEGRAL LIT U 1IB69 D. LO. WDTH iNAC d SEE rin, nj IL A' SHEET 3 DOUBLE wsir t nn INSWING UNR ELEVATIONSALL r 611.5" MAX. OVERAL VIEWED FROMTHEINTERIOR x o 4. 869' o D. WIDTH DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REDUUMMENT S NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS h WIND AMBER 0 ASTRAGAL WRH SURFACE BOLTS h WINDJAMMER 9 ASTRAGAL SINGLE 67. 0 PST - 67.0 PST DOUBLE 47. 0 PST - 47.0 PSF 65.0 PST - 65.0 PSF SINGLE x DOUBLE WITH SIDELITE5 47.0 PST - 47.0 PSF 65.0 PST - 650 PST d 0 n FRAME WIDTH 15.5' MAX. FRAME WIDTH o 14. 869" p D.WILD. DTH io O 13. 938' MAX. SIDELITE WIDTH 7. 125' MAX. D.L.O. WIDTH UP LUTE 7.0' MAX D.L.O. WIDTH INTERGRM. Ln LA O> og DO 1 co Rp 0 0U-) Ld 01i1 O DO n wto 0- t+ ua DM NASU LTAKM art E13.684.3831 t 11 8 at: NTS a. ern. WLN K. err: RW rrwc row: 5- 2164 m 1 OF 8 3,6 20 v u _ a VI 7 (?%9 6 x 48 FSS 0 28 = ffiEBlQB + d + INFERIOR 1" MIN. rgii6 a GLASS THK c 29 n a 11.68" MIN. PANEL THK n 14 so Z Y O 00 0 4 MIN. 1.68 00 0 PANEL THK o O O SEE (LAZING DETAILS F SHEET 8) 2.141 —{ 1.691" rLl n a INSWING SID 19E 31 B3TTOM 8007 o.o9" EXTRUDED NNYL WALL o> N o 0 N o 00 CC Ln oL`I o 3: z: W co xa 813.684.3531 L• 11 8 OI ua: NTS WLN c tn: RW rwc ,a: S-2164 m 2 or 8 I 1 EXTERIOR 13 INTERI R 1.15- MIN. EMB. r25- MAX. SHIM 15" MIN. C—SINK ZY EXTERIOB J12 Z 1 45 a 0 O0% O 0 O 0 1 3 O ASTRAGAL Y Z_ BRIO - O XT RI O o.. 0 z 1NTERIO 3W 45 S NOTE3 _ o SEE NOTE THIS SHEET 1 do 2 THIS SHEET A' DETAILOPTIONAL ADDITION OF SURFACE BOLT c Zco U W t+ i 0 :2 h W O ° ° INTERIO\ ^ v IY t2 J3 6 J 48 28 6 9 10 \LLjfCEE NOTE — z a i Z 9 SHT.4 O 2 to < 34 suaOQ+G SEE NOTE t" o 9 SHT.4 W 16 17 34 IN I R 513. 65:4 3 1 2 3 O MULLION oat 1 8 01 N07ES: lT J 1 NTS 3 I Ni I N 1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTNE DOOR TO ACHIEVE A _ jf5( 1!Z'1i 41 0 ., y/LN HIGH PRESSURE RATING. fc` JI J[` JU 1J.Y 3 O SIDELITE TO BUCK 2• THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM `, 1 pu BY: RW THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL A7 2.5' CENTERLINE FROM THE LATCH STILE EDGE. _ _ t, ?A'?k o o,,••K „o, THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD :; 1 l to S_2164 WITH ( 2) 8 r 2.5" PFH WS. 3 WT14 (4)Ft0E24SEX BOLTS. 13 OLTS WERE i0THE ACTIVE PANEL 3_ 1.15 MIN. u EMBED. 15 MIN. C-SINK EXT RIOR N 9 07 Amm 1 JI 1 1 1 SHIM SPACE I1 oa:. a c C z 48 LZ 1 28 y co - v a 1 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 THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR /8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-. 3 5 18.25 ; 54.0 77.0" 90.25 92.25 & 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) /8 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) /8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) IS 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" & 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 /8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A I10 x 1 3/4 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 3/4 SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8_ OUARTER ROUND 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 Vz to Rb win H SEE NOTE 5 SHT. 4 700 00 00 O 0 000 ZY 34 W a 34 a SHT. 5 SEE NOTE 1.15 MIN. EMBED. 15" MIN. { C-SINK 121 HORDONTAL CROSS SECTION J HINGE JAMB TO BUCK. 4 NOTE 6 \ EXTERIOR yz 6 wzz a 3 RI 7 TI 4 a STRIKE JAMB TO SIDE rpo q rr. 4 NOTE 25" MAX. SHIM SPACE ow w00 Uz 14It z Lnz No ErFOw x0 It, W WLDM NtSULTAMS. NC sour-" NTS H g 7{'1'1]5 {N; T1p,T7ly.' to ®o Lilo 0 aaL Yr. RW S-2164 ri o s ¢r 4 OF ITREIRILNWo v SEE NOTE 3 SHT. 5 aNTRAL MANUFAIMMRP NAME fL SEE DRAM "f- kS LU co goo°° 6" 6" 6 N a ¢ Z o 3' 3 3 6• 6. e $ S Ln 3_ 63. 6. 3- 1 1 I O Wl J_ O II II I 13 I_ O>co I I I I 1 13 - 7 - - 3Q" 13 TYP. = 13 ' n TYP. '^ ry d SEE DETAIL SEE DETAIL F E. TYP. w _ tn h .J Zssy 1/1 N Z In 13 VVZ1I G TYP _ SEE DETAIL TYP. ri g TYP. SEE DETAIL TYP TYP. _ wi zuNcLnta < A. -B-SN SEE A A'. _ 51 - DETAIL A _' 1 TYP- TYP. 1 1 1 1 1 1 1 TYP. 1 1 1 - i 6" 6" -i h- 3. 3" 3_ 3. 6" 6" 6 DRILL THROUGH FOR SEE DETAIL "H A o.357" BOLT DEEP ENOUGH FOR A 2" 4NGL DOOR BOLT THROW DOUR F IDELITES 1 C I NOTE: USE ITEM 113 A /8 x 2 1/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THEq oJMIB OR ASTRAGAL EXCEPT IN THE MULLEDyV An0APPLILATIONWITHTHESIDEIITEUSEITEM143AISxn11 13 0 2" PFH WOOD SCREW. e17.e0. xbt370oSURFACEBOLTATTACHTHESTRD•M. 11 8 01 1J STRIKE PLATE PLATE TO THE THRESHSCAM N.T.S. 10 W12 110 x 2 1/2" D.a n: WLN L PFH WOOD SCREWS oc wt Ti ASTRAGAL STRIKE PLATE DETAIL "H' S 10 13OLLTPSTRKE PIATECE ASTRAGAL THROW BOLTS 5- 2164 DETAIL - F" OFTAIL 'G" AT THE THRESHOLD sin 5 or O ui SEE JDETAIL ro" SEE NOTE 3 SHT. 5 1 1 13 TYP. t3 13 t3 TYP. TYP. TYP. K. V M. - AI" 51 51 - - 1I I I TYP. - I I I I 3- 3 - I 6" 6" --ii r3" 'i1 rrr"r FFr'" 6" 6MM SEEDETAJL "K" DOOR W/SIDEL_RES i SEE DETAIL C' TYP. i N SEE DETAIL -F 6" 6 6 6" 2_ I TYP. SEE DETAIL SEE DETAILFF" "E" T1P. SEE DETAIL A" 3" 3. 3' 6"- 6, 6" SEE DETAIL 'H' au ffi E DOOR 6 O ro aN2 c OLLi I O N OO WoOjco t\ v 00 2Luto0- N c UJZ n N j 3 z OZ OG J o.4 nm Y o O Zo N N 7 NJ O U c AlK kFN. suu* K 8 O1OSURFACEBOLT ATTACH THE T.S. STRIKE PLATE PLATETO THE THRE j jj ( r W/2 101 2 EWS w w RW ffl: WIN 1 1 i1 tCt 1! ullU11iJ A1 Olt SCREWS DiTNL J O12 . O w: OPTIONAL SURFACE J- K. 5-2164 BOLT STRIKE PLATE OMANWrL.U]EANANAME DEAIL aS or PLATEe 0 0 L 097-1 F O4 a 4 STM DOOR HfIFGE o w CAMP I ' o Y tlP ROI'IDM RAILOW000C0IFPOSRE 1.46• cc HINGE MDE crn F OCORE MATERIAL LVL OR LSLALTERNATECOREMATERIAL: PONDEROSA RAD ATA PUP, ETLOTIO. TAMA OR SUGAR OOUGIAS OR WARE FIR. CEDAR DFLENSE CM04 R OR RED1Y000. 10- RED 4.09" OAK CAP 0 r OATCFI SI c1a F CORE MATERIAL LVL OR L5L. B" OI n 1 DRRL TmROUCH FOR MI-1. FIR `L.357- DiIA ASTRAGAL A /6 PFN WOOD RETAINER BOLTS SCREW 2 PLCS I a OWOOD Ca M.."E F.--1.531 • —i OGM jO B p NDE OSAFJ6F7NC£R J00 p PONDEROSA PIKE F-1.077" { 12 anY1 rtr TOP eoTTDAt_RNL F9RGER JgINTED PONDEROSA P91E c rtRFArC BOLT FIVES 25- [TEfI l ATTACH TO DOOR USING /10 a 1 1/4 CH. SHEET METAL SCREWS PRONDCD f:Ta 21ASMAr J (ALLMNUM AMZLff&LJnJ 2116• r 1.202• --I n 2E moLDrD='P`-u LrrF c,.0 Films L7(TRUD D SMC 4.565- T Ir L VCJL// wow FRMfE y P 175" VINYL 7}dtL4FDLD L7nENDER 5.75- SO nasnw Zmw. SA: F THRFSHDI.D SUBSTRATE At LwNw/mMAWYL THRESHOLD QMENDER: 6063-TS ALUAL .045 M1N. WALLSUBSTRATEKINDRIEDSPRUCE. PIME. CEDAR OR POPLAR VLNYL THRESHOLD:.090' YIN. WALL O 10NG REAo O f MPRESSIOH 1 7NERMA- U FDAM rnI CORE FOAM CELL CORE W/VINYL JACKET WMNYL 3AGKE7 z.e75" --i T ATTACH TO SILL USING /To a 1 1/4- F.H. SHEET META. SCREWS PROVIDED WITH BOLT. 1.920' 0 A 0 11 . mNa DOOR B0n0M cwFFP v2m .060" MAIL WALL .035• MIN. WALL M LLD- Sn?Ari RETAINER BOLT MATERIAL C/R ROD ZINC k YELLOW CHROMATE EE N O co O Ln O DO ZOO m O LEL co i a uv 513.654.3531 srxs NTS AL mA oWc. wY: 1VL1 B. ACTUREIR 1, S-2t64 7IOEa_ I D RIP I N M r' 1 FlBERCULSS 1 R I00 psi 2THERMA-TRU 3 CC IATCH- R 1 x 4 4 5 X 1 _ 1 " x .4 6 PHIUPSPAN HEAL) SCREW STEEL FOAM 6 POLYURETHANE Fo4M BASF. 1.916s. DENSITY 7 51IORT REACH COMPRESSION WEATHERSTRIP -TRU FOAM FOAM 8 LONG REACH COMPRESSION WFATHERSW -TRU 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL STEEL 10 f0 x 3 4 PFH WOOD SCREW to Frame 11 10 x 1 LG. PFH WOOD SCREW STEEL EL 12 8 x 2- I.G. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW 14 NOT USED WOOD 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4- SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM WOOD 19ONEPIECEBUMPFACETHRESHOLDTHERIAA-TRU WOOD 20 NFADER 4.656 x 1111 -TRU PONOEii05A f 21 NOT USED 22 HNGE JAMB 4.656" x 1211" -TRU PONDEROSA 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR681 052 WAIL GLASS Y5GLAZING. 1 2 INSULATED TEMPERED GLASS 26 N07 USED STEEL 27 8 x 1 LG. PANHEAO SHEET METAL SCREW F 6200 SMC 28MOLDEDOPENLITEFRAMEEXTRUDEDSMCwiththemin29 x 1 4. 28 STEEL 30 NOT USED VINYL 31 INSWING SIDEUTE BOTTOM BOOT 32 1 8CELLULAR GLAZING TAPE STIK-9 TAPE STEEL 33 1 X .04 OIA WIRE BRADS 34 3 8 OUARTER ROUND MOLDING 35 BLANK JAMB 4.656 x 1111 1}tER UA-TRU. PONDEROSA PINE 36 SIDEUTE SIDE STILE ERMA-TRU 1.531 x .656 PONDEROSA PINE S E L37 110 x 1 3 4 LG. PFH WOOD SCREW 38 NOT USED 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED SOFUIE TOP LL BOTTOM Rd -TRU 1331 x .Zi PONDEROSA PWE WOOD 43 8 x 2 I.G. PFH WOOD SCREW STEEL STEEL 44 3 16" SEX BOLT STEEL 45 JIVES 454 8" SURFACE BOLT TEE CM46 STEEL 47 48 NOT USED GLAZING. 1 INSULATED 7EMPEREO GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED CLASS ERMA- TRU WOOD COMPOSITE GLASS 50 CC BOTTOM RAIL 0 x .94 E51 TEEL316TAPCONANCHORINGELCO. 1.75 MIN. LG. 52 13116 TAPCON ANCHORING ELCO. 2.5 MIN. I.G. STEEL 53 54 10- 24 SEX BOLT PLASTIC LIP LITE FRAME PVC with o ield stre th F min =2 145 si PVC 453" GLASS BITE I EXIER_ LQB o... o:.0 o lsmL48 Z 6 a a 0. 5' GLASS SITE - O e STEEL INTERCEPT SPACER 3/ 4"' INSULATED TEMPEF Gt A7wr DETAIL SHOW c_ i ASSICCRAFT" INTEGF SIDELITES ONLY) Y Z m 1/ 8" TEMPERED U CLASS a Q 00 1/ 4- AIR IL 000 In SPACEQ Z O ,,t p 1/8- DECORATIVE j w O 0 GLASS O 1/ 4" AIR 3 Q 00 SPACEEL3NTERCEP7141/8- TEMPERED GLASS NM w f a 1' INSULATED TEMPERED G= GLAZING DETAIL SHOWN W/ CLASSIC CRAFT- SMC LATE FRAME REQUIRED FOR DOOR PANELS) jZ 453" GLASS BITE o? 1 3 2 m V) 0 o EiIIEH1Q6 v 1/ 8" ANNEALED Z CLASS 25" AIR o ivT Z m o.: o SPACE Svc o. p. p p1/ 8- ANNEALED 5 GLASS I RI R 3 . 25' STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED G1A55 W/ FRAME GLAZING DETAIL SIDELIfES ONLY) 0625' THICK DOW 795 GLAZING COMPOUND o 1/ 8- TEMPERED GLASS i 1/ 2- AIR SPACE 1/ 8- TEMPERED TAHIL. Z Y GLASS rn I!1 A • 1/ 8/01 Im l ( S 1Jfl J we rrr WLN AC'I' LTRE N aa ar RW a....x 5-2164 or 8 MASTER FH- E # 680\T; Ltd.. inWlLf-w"- TAt AoTRU CLASSIC CAAFr armv NO ad wnLE AND OMME W18 W17UT SIDEUTIES. MULAMD FiSOMLASS DOOR waN WOW FMMM THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DARE COUNTY. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN BE BEYOND WALL DRESSINGOR STUCCO. To E DESIGNED PRESSURE RATING SEE TABLE PAGE I. THIS PRODUCT ME THE WATER REQUIREMENTS FOR MLAMI-DADE COUNTY WITH THE USE OF THE HIGH OW BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. MLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. u or ne r,bergass (SMC) skin 0A05' min. thk.. ide5te Sheet: 0.07 min. thk. with yield streng, 7(min.)-6.000 si or d aian: Polyurethone foam core. withl.9 floc• density by BASF The ppaanel skin is constructed from a 0.095' thk. she'd rta cam ). The interior cavity is filled with 19 ass. density BISF polytaeftnane loom The panel lace sheets are gped to the wood sl7es and Nit - The Itch and hinge es are LVL or LSL The 1otd, d]e winch a 4.03 X IA7Miles is Ifr bldn renlorcmuend. the loopp and bottom rail are d o cool Material. In the doable door opp6cafion the iractn' door a rifledled with on du urn asbogd of 6060-T5 alloy. jointedFrameConslnxtion: The frame s constructed from (auger pale 7.565- wide s 1.17' Ih ck The header is joi,ed to the side jambs with (3 /a, = 25 Phifps Head. Wr Sams" Tile threshold a .. to f side jambs nth ( l6go. 1 2 crown s 2 long staples at eah side. The mut5ora are seeur together io a sidelile op*ation using /e z klrg PFH Wood Suers (6) screws ppaa each The units uses an w9 Bur^P threshold Measuring 4.615 s .837" g SMC Lip Li - Ok size is 27.5' wide s 50.19' high secured rf(T 8 s 1.75se PhillipsPanHeadSo"& The from ors aled with sJ,conw coutk6y ( Dow 795) to sidae panel and to the gbm 4defite Glin a: SMC LiP Lite with the yield strength ry(-h)= 62W psi & RC !:P Lite with the yield strength Fy(min.)= 4.674 psi - OA size a 9.85' wide s 65.65 wide secured 16)) T8 s 1.75' Philips Pon Head Screws. The rronne are arokd with silicone caulking (Dow 795) to sdeffe pond and to IAe gloss. Integral Flash Glazed - me siderde cosh race panels ore nakled 10 recein the insulated Class. Tire Glass is o loched to the sidefte lace sheets with skone Oozing compound (Dow 795) TABLE OF CONTENTS SHEET / DESCRIPTION L WIDTH 36' MAX. PANEL WIDTH n J o= uk' w 24. 5' 02 27 D. L.O. TYP.) aUJ al2(, J Sa 9 YO 4_j O 0 O JO t?sj( o to I in NN n 0 h to 105. 5' MAX. OVERALL FRAME WIDTH 36. 625' MAX. PANEL WIDTH 15.5" MAX. W/ ASTRAGAL I FRAME WIDTH 13. 9375" MAX. WIDTH 7. 125' MAX. D.LO. WIDTH LIP LITE 7. 0- kW. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) DOUBL W/SIDELITES 0 N 7 SINGLE OUTSWING UMT@ OPTION II SURFACE BOLTS J 74. 5" MAX. OVERALL FRAME WIDTH 36. 625" MAX. PANEL WIDTH I SEE DETAIL 'A' EeLL YOpELS jE ¢ENyfQI ( jMl f . R SHT. 3 685MAX. OVERALL WIDTH 24. i5" LOD 15. 5' MAX. FRAME WIDTH W ASTRAGAL w p O / J CL ID 24 5" * J z - x MAX. X _ w D.L.O. x v o J . J z / oNv 0o X r\ 6 n0 ~ I ACTNE , o f\ , r r q lip a lhL/ ri 1:11/V OPTION If W/ SURFACE BOLTS DESIGN PRESSURE RATING I OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS & +70.0 PSF -70.0 PSF OPTION 11 WINDJAM13ER II ASTRAGAL IRit 13. 9375' MAX. WIDTH 7. 125' MAX D.L.O. WIDTH LIP LITE 7. 0' MAX. O.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) O> a CO O to o ro d: U : 5 LO OWO 0j0 3Q00 n Ll a VO QW U4d V Lnn'. EW6 813. 684.3831 N. T.S. wr WLh n RW rG Noz 5- 2161 r 1 or ! na . a. 16 - 16 17 +7 20 Zy B O. 6= Zy B `p. 2 o. h iI 1.68. 1tuL ' O CQ • h II 1.68 AM PANEL THK. o . PANEL THK p' p O 29 29 O SEE GLAZING 28 i i SEE GLAZING 2B u DETAILS r DETAILS Ld = W = INTER EXTERIOR a J B EXTERFOB a 4a k 0 6 1f1 1 ''o•. N cs Qa 'p.p q ci a.:p 0 6 -o a p n 0 SEE NOTE p o 19 7 •b..0 1 39 7 Q9:a. 50 = Z - 7 a co ci 51 _ 51 Q• VQMCAL... 1 2 OUISWIN. OLTTS ODOR PANEL 2 WING DOOR PANEL W HIGH D&M W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) 1 L--'nn' Jl_1:111:.J Li :1Jc Y L1L1 ED Z m a a 2y3 1.68• MIN. H I PANEL MK U I W SEE GLAZING DETAILS pn O y oLJ o OD 0N OIIo=r, V17 I' 5L2 SEE NOTE SHT./ 0 O Oco 12 Lu 1o 7 a 49 IvU-i jl j 2 OUTSl17NG 5lDELI1E PANEL ME CROSS SECTION IS SHOWN W/THE QASSIC gUFT• FL1791 C1AZID k 3/1• GLASS NOTE IT. 4 613.6843831 E• 11 S 01 ui KTS c er WLN c rr RW S-2161 m 2 of 9 ASTRArAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS E 1i AT TOP & (2) AT BOTTOM fD INACTIVE SEE NOTE 2 SHY . 4 6 cd C4 a MULLION 3 \ M0070WTAL CROSSSECBW j 0 SIDELITE TO a" E co w 0 0 w DETAILA 9 — ( OPTION 0 SURFACE BOLTS) T-- j_ L E NOTE rj CA SHT.4 RT 513.654.3531 rL. 11/5/01 klD. NTS G. Err. WLN XZ-Br-y:RW AWDC NO-' S-2161 rw 3 or 9 25" MAX. SHIM SPACE U _ 48 a Ljkn EXIEBlO6 v 1t ElOB z v, 6 w 29 En 17 I.15" MIN. 1 H 1 Ni C—SINK W LATCH JAMB TO BUCK, 1.15' MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED CUSS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR A x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3 5 18.25". 40.5 59.25". 74.25 76.25' do 78.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) /8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) /8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDEUTE 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 /8 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 SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD 1S ONLY USED IN AN APPUCA71ON WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DIA. WIRE BRADS AT 2" FROM EACH END A MAX OF 12' O.C. SEE NOTE 1 SHT.4 1 zNE a 25' MAX. SHIM SPACE SEE NOTE 10 7 SHT. 4 MIN. SECf10N • 13270NTALGROSS C- 15' C-SINK 4 HINGE JAMB TO BUCK, 1.15' MIN. 18 EMBED. SEE NOTE EXTERIO6 1 Y SHT. 5 3 13 b ? a SEE NOTE 5 SHT. 4 WOO 00 0 0 o 000 3 34 a SEE NOTE 9 THIS SHT ILAON 1 NOTE 6 4 MANS.! 7 3 NT R C V±j O STRIKE JAMB TO SIDEUTE t a rc l A -O-AJK NAWO 0 F' N O a0 o (nO I>I O LoLa1OW— F-Oj0 ca n W T Q- Lntn 0oUZ 0Ad N OZNa cc Gu Mtn 813.684.3631 c 11/5 O1 NTS c. or. WLN L Qr: RW we S-2161 m 4 of 9 SEE DETAIL F' SHEET 5 r r 6 6 3- F-h 1 I"I" 3 r 3. 3' —i 6' 6' 3' 3' I_ II 13 II 1 TYP. SEE NOTE 3 SHT. 4 SEE NOTE 6 SHT. 4 SEE DETAIL 13 G- SHT. 5 TYP. SEE DETAIL_ H' SHT. 5 D- 52 B 51 I I TYP. 3. 3-3-. YP 3' 3. I 13 II I I I TYP. _ 13 TYP. L SEE DETAIL _ F' SHE 5 SEE. DETAIL E. SHT. 5 SEE NOTE — 6 SHT. 4 n n n 13 SEE NOTE tr! 4 SHT. 4 SEE DETAIL_ G' SHT. 5 51 S2 . 6'- 3 3' 6 6' 13 y TYP. ha _ - to - C7 p 13 - C" C. TYP._ 1 51 TYP. 1- 1 6- 6- —i to o_ 5 rl cr- N O 00 L0 o SEE NOTE 3 SHT. 4 J 8 tn C7 g wMo o 3Q0 N c a to NI i z n o SEE DETAIL N Y C E_5 N o0 odoU0 ZO Km D. 0 L W 1 \_ SEE NOTE o 4 SHT. 4 SEE DETAIL H- SHT. 5 SINGLE DOOR OOUgi F DOOR W/SIDELITFS 1 ~ DRILL iHRU FOR 1 A 0.357' BOLT DEEP ENOUGH FOR A 2' o NOTE: BOLT THROW USE ITEM 113 A /8 x 2 1/2" PFH WOOD SCREW T Z SEE NOTE ATTACH THE STRIKE AND DEADSOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED ctx no c 7 SHT. 4 SURFS BOLT APPLICATION WITH THE SIDELTTE USE ITEM 143 A /8 C0118U TAMi, trc 0 13 43 STRIKE PLATE 813.6N3831 43 37 2" PFH WOOD SCREW. 11 DETAIL 'H" os 11/5 Of 0 RETAINER BOLT HOLES wur N.T.S. f0 & OPTIONAL SURFACE ( Q j j` D SURFACE BOLT BOLT STRIKE Fad `I.DY dJ A Be oL> . c CWLDRAOr. w_ RW STRIKEPLATE Q1` IIIL,`JASTRAGAOoL STRIKE PLATE 13 43 10 OPTS7RIK FLATECE SEE NOTE DETAIL " G MA \ U' AC R NAME 5- 2161 DETAIL - E' THIS SHT. s+tm 5 Of 9 v-- t a r- YS ` tom' TYR Of V, ha SEE DETAIL E' SHT. 5 6-- SEE DETAIL "F' SHEET 5 6 • 3 6' TypSEE NOTE F- 3 SHT. 4 6' 3' 3' 3' 3 . 663. 3- rT- F F SEE NOTE SEE NOTE tn3SHT. 4 6 SHT. 4 4SEE DETAIL E' SHT. 5 uiTYR Z L5J 0o04co 0lmx DLLI 00 ao LM ao u toriCL Ln Saoz Ad KC3 SEE DETAIL ' K' 'K' Typ. -M SEE NOTE ' G" SHT. 5 4 SHT. 4 1 Typ. M La . 52-T1 4 ' SEE NOTE 6- 6 6 Z 6" 334 SHT. 4 3 6 - -4 3 352 SEE DETAIL H- SHT. 5 FHA DO RIF DOOR SINGLE fmOR-W- ZSMELM WE 11/6/ 01 NAMEC- swm N. T.S. UP. WLN cw_ or. RW Dom= .0-- J-, L 5- 2161 gim 6 oF 9 LJ L' LY N O aO 0.5' GLASS BITE 0625 THICK OOW 795 0 co 9 = 0.5' GLASS BITE Y SEE NOTE 1 GLAZING COMPOUND O n p ZO'1 SEE NOTE 1 Z= r v^ THIS SHi. .• 1/8" TEMPERED U t17ipLLJTHISSHT. 1/B" TEMPERED U GLASS GLASS O j O 3 Q GAO 1/4" AIR SPACE o o • o 3/4- AIR SPACE n 00 _ o9 o a 1/8" TEMPERED T— x 1 8" TEMPERED GLASS z GLASS e8 x 1 3/4" PPH PPH08x134 ut 1/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 3/4" STEEL INTERCEPT SPACER 0 v1/S C 1" INSULATED TEMPERED GLASS DETAIL SHOWN W/ CLASSIC aZ 1 /2" INSULATED TEMPERED GLAZING COMPOUND CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANEL) o rI ZING OWN W/ DETAIL SH n m eecir roecT' TCM LITE FRAME r m o SIDEUTES ONLY) 0625' THICK DOW 795 GLAZING COMPOUND u 44 0.5 GLASS BITE o UZ 0.5' GLASS Z 1 /8" TEMPERED 05 n SEE NOTE 1BRE Nyy 1/8" TEMPERED O o GLASS THIS SHT. U GLOSS O Om % OO O O 1/2" AIR SPACE 3/4" AIR SPACE O O O 1/8' TEMPERED i GLASS 1/8" TEMPERED SEE NOTE 3 THIS SHi. Y N 8 x 1 3/4' PPH GLASS n 3/4"" INSULATED TEMP RF_ DEG /ASS 3/4' STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER A iNr DETAIL SHOWN WI n_ ASSIC CRAFT" INTEGRAL GLAZING w o 0625' THICK DOW 795 SIDELRES ONLY) GLAZING COMPOUND I' INSULATED TEMPERED GLASS q e> We DETAIL SHOWN_ W/ +j MCLASS ® C0NSULTANIL. OC t® O 613.664.3E31 1 o 1. THE 27.5" x 50.19" DOOR LITE 6 SECURED WITH (16) /8 X 1.75" PHIL4.5" FROM PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0". 13.75" AND 24.5" FROM THE LEFT SIDE. aa[: 11 5 O1 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25 23.625" 33.875' AND 44.125' u x uc NTS FROM THE BOTTOM OF THE LITE FRAME. V 1 1' U K oxc. er: WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 88 x 1.75' PHILLIPS PAN HEAD SCREWS I1e./91 1 ,y. RKr SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE ST1lE5 ^ u FROM THE TOP DOWN TOP DOWN AT 5.5', 16.5'. 27.5" 38.375 49.375' AND 60.375'. oxA nc No -- FROM 3. THE SIDELRE 5lSH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. r 7 — L l y¢n a 9 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 11 1.077'--j r I Ui FINGER JOINTED PONDEROSA PINE f--1.077' --{ 1.54- nnn rrc v wur C/f1F STII F FINGER JOINTED PONDEROSA PINE 39' RED OAK CAP 1 1.46' CC HINGE SIDE S I F CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA, PULAI. EWOTTM, TAEDA OR SUGAR PINE, DOUGlAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. it DIM. VARI 4.565' L 1 TZ - o z 38 T WOOD FRAME I 4.615' 2.203' en I 1 rI n 19 OUTING BUMP FACE ALUMINUM/WOOD THRESHOLD 050' WALL TYP. j--—{ I--1.47' ----- I : 1yr t 0 o J 1.47 RE I I I I W. UAW or+ n. .a— ott' Iw'-F Q 4.563' 2. 36' to co CC BOTTOM RAIL O . O TOP RAIL O 1. 375' 10PU9 N _ N WOOD COMPOSITE WOOD COMPOSITE LL LHIGH WM THRESHOLD 39 DIM. VARIES N W/CLASS THK. ^. o O Q ,q •s o I I 6 j T pro y _ 09 7' - I F^ Tcw I r1c AC i, L.- O4 x 4 STEEL DOOR HINGE r MASTER F- tY N O 00 O cn O °I aox^ Zo„ 1 5wln Iro1' Jo Ir3Q63 W tIx 0ILir 613. m 3E31 R 11 6 01 uM NTS a rn WLN x. rr: RW An¢ rc- 5- 2161 m — a-, 9 1 i FIBERCIASS 2 GL 3 4 a CRISL A t1U 1.4C + 1.4 5 6 NOT USED POLYURETHANE FOAM BASF. 1.9lbs. DENSITY FOAM 7 SHORT REACH COI RESSION WFAT147STRIP iI4TTMA FOAM 8 LONG REACH COMPRESSK81 M'EAfl;FImw IKU FOAM 9 4 z 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 : 3 4' LG. PFH WDOD SCREIY a to F! STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED lia z 2 1 2' LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WHO162xINNERW0O0TESTBUCK 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERMA-TRU ALUM. WOODWAD20HEADER4.565 x 1.17 -TRU PONDEROSA 21 NOT USED 22 HINGE JAMB , 565 r t. l r -IIa1 PONDERO6A POO W 23 KWIKSET TITAN 700 SERIES DFADBOLT 24 ASTRAGAL WINDJAMMER 11 WRI .052 WALL ALUM.C S-T6 2$ GLAZING. 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 I.G. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIPL FRAM-TRUC S MC drvvthF mn 6.200 si 23 STEEL2940+ 1. UVW 4a m 30 NOT USED 31 NOT USED 32 1 8 TFIK. CELLULAR GLAZING TAPE STIK-O TAPE 33 1 x 0.04 UK MIRE BRADS STEEL STEEL 34 3 8 COVE MOLDING 35 BtAM( JAMB ,_%5 x 1.1 -TRU. POMTMA PK 36 S T1TE Sd1E SRf -iRU 154 x . PONDEimSA PCIE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 IA1Lll JAI®, 565 : I.I - POtmE1A W0O0 ALUM. 39 HIGH WATER LLAM THRESHOLD SILICONE40SILICONECAULK 41 42 NOT USED 90DIIE IDP t SM RAl TRIL 1 + S W00D 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL TESTEEL45IVES4548" SURFACE BOLT w-u TCMl with yield Et F min. = 4,674 si 47 8 X 1-3 4 PPH SCR TOR ITEM 28 Qr 16 STEEL 48 GLAZING. 1 INSULATED TEMPERED CLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS CLASS 50 CC WTTDY RAG. (ISO• x dW THW W-IRV MOOD COIP041E) MOOD COWWIE 51 3 I6 UPCON AAIOA7RNC ELCO, 1.15 STEEL 52 3 16 URtill AN0r0PhC ELCO. 75 UK LG STEEL 0® ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC V) do YELLOW CHROMATE 3' in N 0 N DRILL TRU FOR A 18 PFH WOO DRILL TRU FOR SCREW 2PLCS .357' DW. ASTRAGAL RETAINER BOLTS WINDJAMMER II WR68T STRIKE PLATE I_1' RETAINER BOLT 00N 179- REA WEATHERSTRIP FOAM CELL CORE W VINYL JACKET 1.158' Nto 7 .35- —iO COMPRESSION WEATHER57R-T BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET to CENTRALnon-MmA I 1.767- MASTER FILE $ WINDJAMMER II WR681 24 ASTRAGAL (ALUMINUM .057' WALL 7YP.) or. WLN ar: RW MG M)z 5-2161 9 OF 1 0.5" CLASS SITE i = SEE NOTE 1 THIS SH44GLASS 8" TEMPERED ASS 1/4" AIR SPACE 8" TEMPERED 88 x 1 3/4' PPH 1/4" STEEL INTERCEPT SPACER 1/2• INSULATEGL DTEMPEREDU ri AZINr. pl, WE SHOWN W/ CI Acor CRAEr TCM LTTE FRAME SIDEUTES ONLY) 0. 5' GLASS SEE NOTE 18ITE THIS SHT. IS x 1 3/4' PPH 3/ 4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 GLAZING COMPOUND 0. 5" GLASS 817E SEE NOTE 1 THIS SHT. ge x 1 3/4" PPH 3/ 4" STEEL INTERCEPT SPACER 0. 5" GLASS BITE - z 1/ 8" TEMPERED GLASS O O ° 0 O o % ° o O 3/ 4" AIR SPACE O 0 1/ 8" TEMPERED SEE NOTE 3 THIS SHT. GLASS 0625" THICK DOW 795 1/ 2 STEEL INTERCEPT SPACER - GLAZING COMPOUND 1' INSUI AT 0 TEMPERED Ill 9) eiurDETAILSHOWNWTClRIDCEPIM M M NILT) 1. THE 27.5" x 50.19" DOOR UTE IS SECURED WITH (16) 18 K• 1.75' PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5' FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25'. 23.625' 33.875" AND 44.125" FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH 06) 08 x 1.75' PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5% 16.5'. 27.5" 38.375'. 49.375" AND 60.375 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0625 THICK DOW 795 GLAZING COMPOUND 1/ 8" TEMPERED GLASS 3/ 4- AIR SPACE 1/ 8" TEMPERED Z GLASS o S 1" INSI AT D TEMPERED GLASS n A71NG DETAIL SHOWN W v - CIASsIC CRAP(' SMC LITE FRAME REOUIRED FOR DOOR PANEL) 0625' THICK DOW 795 GLAZING COMPOUND 1/ 8" TEMPERED CLASS 1/ 2' AIR SPACE 1/ 8" TEMPERED i GLASS cg n 3/ 4 " INSULATED TEMPERED GLASS ri s NG DETAL SHOWN WI CLASSIC CRAFT" INTEGRAL GLAZING SIDELITES ONLY) o > o co Ovt- j 2zon N LLi3¢ co w a iET E 0 Cq6S5.m6T8µ4.3S8. 3P 41LORMACENTRALoAR1115011IL l SCAMoa. c ar. NTS ANY M. er: WLN YITNUF®CT CjRWvurwc xo: 5- 2161 4.03 3O CC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" --{ i t.54" --i 42 SIDFI ITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47' h rr. BOTTOM RAIL OWOODCOMPOSITE w i • -- 1.54" --i e nn rrr w1 euK "nF STII F 36 FINGER JOINTED PONDEROSA PINE 1.47 --i rr 70P RAIL Ow000COMPOSITE 9s o O 00 O L097--iF— O 4 x 4 STFF1 DOOR HINGE 9 39- REDtOAKCAPI o +. rr HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL- PONDEROSA. RAOIATA. PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES N co W/GLASS THK. 'o W! K40 . 1.79' PT MWAD SCREM. YAIOR 0A 4 0— a[y E 28 1.375' —jam le-10 • 1 112' PPH PLASCREW 4VARIES %E00 if Y ME FRAYF — MANUFA r*w TTF 4.565' { T -T 0 2 35 38 WOOD FRAME h 4.615" Fes- 2.203- vti 1 T On 19 OUTSWING BUMP EACE ALUMINUM/WOOD THRESHOLt 050' WALL TYP. HIGH DAM THRESHOLD 39 bob-A-1- MAS TjI 1 7 - O> a co o1n-, o1n oW ui a 813-W-3831 swc NTS 9.s. or. WLN om rr. RW oluw+c NO.: S-2161 s•er1 B m 9 Rerial 2 3 4 awa ME MN-1_RU IN 0R 12 A OK 1.46' i 1.471 5 6 Nor USED POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU REACH COMPRESSION WFATHER.STR THERMA-TRU FOAM 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 0 r 3 4- LG. PFHWOOD SCREW a to Fmme STEELPLONG1LG.PFH WOOD SCREW STEEL NOT USED 8 x 2 1 2- LG. PFH WOOD SCREWNOT STEEL USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERNA- ALUM. WOOD 20 FTFi1DER 4.565 r 1.17 -TRU PONDEROSA PINE WOOD 21 NOT USED 22 FOIGf .LAMB 4 565' r 1.17' -TRU 06FO-- -PPPLE w 23 KWIKSET A- 700 SERIES DEADBOLT 24 ASTRAGAL WINOJAMBER 11 WR6BT .052 WALL ALUM. 6060-71`6 25 GLAZING, 112 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 18 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 P C LUTE FRMI SJaC. 7H-9 -TRU C m 6,200 psi 4.Omn 28 STEEL 29 r 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 DIk WIRE BRADS STEEL WOOD 34 3 8 COVE MOLDING D 35 81AMK JA118 4.565 x 1.1 -TRU, PONDEROSA PRE 36 SDETIIE SIDE SfIE IHER10-IRtI 154 r .67 PONDEROSA PPE 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 URN JWB 4.565 r I.1 - PLZ fROSA WOOD ALUM. 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK SILICONE 41 NOT USED 42 ism RP t IXT N PAL -Im ISI 1.5f P4NDWA X&I WOOD 43 118 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 1 IVES 454 B" SURFACE BOLT STEEL 46 TRTUF-TuT—TCM with yield strength F min. = 4,674 si 47 8 X 1-3 4 PPH SCREW FOR 1TFJd 28 46 EL 48 GLAZING, 1 INSULATED TEMPERED GLASS CLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 a 90M)1 Iblll (150' x BY nfw-TRU WOOD COMIOSMJ m colbo E 51 16 TAPCON AIIOIOWrG 110D. 1.75 NL I.C. STEEL 52 16 GPCON MID WC ELCD. 25 1011 LG STEEL O® ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC n do YELLOW CHROMATE 3" NN O N DRILL TRU FOR A 18 PFH WOO DRILL TRU FOR SCREW 2PLC5 .357" OIA. ASTRAGAL RETAINER BOLTS MNpjAMBER II WR68T STRIKE PLATE I.- ! I" , RETAINER BOLT NN rn mN O-- 179' R H MPKbIKW FOAM CELL CORE I W NYL JACKET 1.158' N rn O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET Ln TBAL RM A F NgypN /'/ N N MANUFACTURER NAME • MASTER. FILE # WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINUM 052' WALL Q 0 1a Qp V) — O L, U)j Owa 00 1 Oj0 03 n W p at NTS R WLh ar. RW KW 5-2161 9 or ! S l< ITW6 1. TESTED IN ACCOOMNCE WITH SIM4a4.O BUILDING CODE. 04APTER 17. TO A POSITIVE AHD NEGAT 1YE 37.5 PSF. 2. DA94 NlA6Q¢ REPRESENT VARICAJS SECTION HEIOHIS 3 1" SECTION 7' H1OH DOOR SHOM1. 6• HICH DOORS HAVE FIVE SEC 04. 4 SECTION HEIGHT O' 20AI2. 19 00 6 16 75 ARE AVAILABLE AM [N, BE LSED IN CG9IHMTION 10 ACHIEVE vARIQ6 HE 1011 S. 0.60S*4341 PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PA11ER4 OF 12 50 X 43.375 AHD 12 SO X 20 375 LMY BE USED. 6. TORSION SPRMCS SfOIN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS B:AOCET. REF PIN 405964-0002. ON 8• HICH DOORS ONLY. PANEL 6. WY WAY BE INSTALLED IN THE TO' SECTION OR THE SECTION SECTION IMAMIATELY BELOW THE TOP SECTION. 2• X 6• WOOD JAW 2' X 4' WOOD JAA6 OR E0.11 vAl ENT P/N 405954-0001 1 /4• TRAM BOLT 5/16 X 1 3/4I.- DETAIL S' REF LAC SCREW E• SCALE: 1 /8 oP42LRR R(IQIf T 1 VAR ES T WEAT 2• X 6' WO(D JAl6 2H X 4• WOOD JAA6 '0' OR EOIJI VAL ENT IZONTAL TRACHTRJOC I 00.NTERBALANCE I R TIONAL SPLICE IN HORIZONTAL,TRACK % TOP OF RADILIS 405964-0002 D- 405964-0002 a 0464SD- 0001 ---'--"'-- 5. 00 36.00 Ettl-- STMOARD, TRACK DETAIL FOR 16' 405771-0001 P/! 404828- 000] SCALE: 1/1[• • 1• 16'-0. 14AX. WIDTH- SCALE: 1/16'•1- SERIES 280 TFRJ 289 ARE ECIUIVALENT 024STRL,CTICIN 25G4 STEEL INTERIOR ELEVATION SERIES 180 ARE SAW C 6TRLCTICN AS SERIES 280 ClNLY 24CA STEEL AAD ETD CAPS DOOR TESTED WAS 281 SERIES. L/ ntsew o••- - THE SIR)T PLACD.ENT ON DOORS CONSTgICTED WITH 5 OR KOZE SECTIONS M5.1 BE urlP C0SISTEMI WITH THE DOOR SHIN". THE SIRJTS FOR THE A(DIIICNAL IN ,iT TER FILE ME MG{ 11( l#RQ+ R( Y SECTIONSARETOBERACEDASSNOYWNO+ THE THIa SECT101. . Y TO. THE SIRJT PLACDENT DIAQNSION ON ALL SECTIONS LESS THIN 20.512• REDLJ:' m BY THE DIFFERENCE BETWEEN IK ACTUAL SECTION HEIOR A 20.812'. QO 11. SO" P/N 605911-0001 15 A 114• CIA X 5/8' LPG TYPE AS HEX KAD NETµSO" 12 POSI TO BE INS1µLED ONLY VAEN HIGH WINO WARNINGS ISSUED. 13. STRUT PLACEI NTS CAN VARY 0'. 14. ow 11Y FOR LOCKS'CIAN BE 0. 1. OR 2. fRAO( 9[ EHO HI WE 'I 2. 093 000 VIEW • D-D' 2• TRACK / 9 TW (VERTICAL) I n F I X TLRE d 407803- 0004 •C' le i1P 2 PlCS 40482a- 0003 TYP 2 PLCS 400650- 0001 HS- TYP13PLACES OPTIONAL WINDOW DETAILIA SCALE: 1/12 ONLY DOCK WIgTHCENIER STIR END STILE q , STRRS/SECT. ROLLER TII LW" h1AFOWAfiF J" FT 16' 3 SIlOIE TES 1 610 2- X 7/16• 049' 100 SiO. 1 J DETAIL ' F' SCALE: 114 115' WIDE) ITER STILE 4086a0-0004.5.E PLCS) LER SEE 4 407603- 0001 9 PLCS) 401 IYP104 1YPIIII- W !/ C- 409327- 0001 14 w WIrwHra4x• IrnIa SaWWWW1- w ob i 7/ 8' TW. SECTION 'A -A• SCALE: 114 01- 0000 4 DESIGN LOAD 25 PSFa® TEST LOAD 17 -o shawl 37.5 PSF1AAX. HEI21.571 FI* 405771-0002I 04a28-O0o3N/ A OAVID l96 Kd, D S DR !--Q• WI nDT 4.LjIN( xdw r9e o- 409335 11 4 d 0575 ANDW/ 4- sn6 x 1 3/4' O LAG SCREW 6. 04 1 F— 4.00—+1 PM 409326-0001 PLAIE.HASP A I 2 7114 t06 IHc. 23132 fft-1 070 uIN-4— P/ N 401199-0001, TOP FIXTIRE 0575 REEFT 0 0 O O 5. 00 o o PM 409331-0001 PLATE. FLOG m; i^w SHOWING FLOOR PLATE PM 409325-1000L POST ASSY, VERTICAL ATTACH TO DOOR WITH 4 SCRE115 P/N 605911-0001 091 uIN-..- 0 L- 1. 39/16'OL 2 7/16' PM 405771-)O= 9DT. FIXTURE FOR iW/250/290/390 SERIES AT TA04 TO DOOR WITH 3 SCREWS PM 605911-0001 2 9/32 • 1 1.070 MIN 3 3/15 DOD 0 0 oOo 7/ 1611 P/ N 407603-0001• CENTER HINGE STEEL DOORS ATTA04 TO DOOR WITH 4 SCREWS PM 6059 11 -0001 2. 765 156 DIA 9 F- 3.00-i .375 DIA PM 503069-0001 PIN 114. 25 FLENGTH r DOOR WIDTH - t•+t 1 7/ 5/ 6 MIN TH( PM 400650-XXXX. ROLLED HS-X STRUT PARE N1A 72 IN. THK SIRIT t00650- 0001 030 HS-1 400650- 0004 020 1 HS-0 Tar rpt d 10130 3WIZIf 0L e W4p rot V.tool 3113m OL C AE, rp V. 1o13 0 0 0 211F O O J 4 s/e' . i_ 0 0 0 L3'— d - PM 061601-0000. SLICE LODC ASSY 2 9/3 O 2 1/2' FH 0 C 2 3/6• O O oIN 070MINF— 00 O U 106 MIN-4- 106 MI H 3 3/16 0 1-- 405964 t 066450. BRACKET. SCAB P/N 405964-0002. 9RACET• SCAB JOINT 0 0 1 PART. NAHIt l' PM K 407505-)D=. DO. HIE 405964-0001 3-1/f RESID. STEEL DOORS O46450-0003 1 4' ml NAH31 1 '1+ 07WS- 0002 85 SCAB MACKET DIETA I C S wws- i=3 01471- 0004 I. So 1. 33 I.-- 4 . 5e 407W3- 0003 1.60 ATSCREWS 60 BW111 T I 1. eL_ F( q (R, 1F, 1\ fS k Y. r r G r4-+. R = r c . t CMG 1. I.ir t44 4PMN4.. - 4 1 44 . 44 W P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD: 50 LOS. IAAX. 1. 25 167 2S r2, 50 L.. REF O Oo I- 7 0 O 4. 00 O 25 I O T ® L 375 DIA 4 FOXES PM 406679-0001 LIW PM 406676-0001 51.PPORT RATE 4r a• u 1r Ir arsQ w • w` W 4F41 4141r. 1tlC.ft 11IrE4p 4M7. 1w! 4I 44t 1411r}irw p 41/ . as i L& PM 403650-0004_5:6 W 605911-0001 OR 605679- 0001RSELF-SRILLING1-1 SECTION ' G—G' STEEL STIRUIS Rif• WIDE D00RSI WA 1 DAYID FAW 02/19 Iras4 rlE CN DOEEA04pAVID' Fqf 02/1f V' ONE BY WOOD — BUCK BY OTHERS CAW( BETWEEN wUCKFLANGEkWOODBUCK CWCRETE OR MASONRY OPENING er oTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXIER! WINDOW HEIGHT FLANGE TYPE SELL FRAMESELL PERIMETER CAULK-\ BY OTHERS SWM AS REO'D SEE NOTES) BUCK WIDTH INSTALLATION ANCHOR 3/16' DIA. TAPCON 1/4' SHIMSHOWN FLANGE TYPE SPACE MAIL CAULK BETWEEN WINDOW FRAME WOOD BUCK ! JAUB r MASONRY OPENING By OTHERS 1 1/4- MIN. EMBEDMENT 1/4' SHIM - SPACE MAX. ONE BY WOOD BUCK BY OTHERS 1 1/4- MIN. 1 EMBEDMENT SHIM AS RED 'D SEE NOTES) G CONCRETE OR MASONRY OPENING BY OTHERS Q INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS V CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS'Y OPENING BY OTHERS EXTERIOR CAULK BE7W4EN EXTERIOR WINDOW FUN Fu05H WOOD BUCK BY OTHERS SECTION 2 WINDOW WTH. I A 8 C D. E j / K 2 WINDOW HGT. F G H V Q I CAUUL BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULKEM P(EC SR SILL 116 ADHESIVE CAM OR BY OTHERS APPROVED EQUAL SECTION 1 UNFRAI NOTES: 1) SHIM AS REO'D. Al EACH tNS` LLATIDN ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWABLE SaM STACK TO BE 1/4-. 2) WINDOW FRAME MATERW_' ALUMINUM ALLOY SDII 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD ! JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM tie ADHESIVE CAUL( OR APPROVED EQUAL 4) APPUUTKIN OF WULIM lte ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 53 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CUSS THICKH 5 MAY VARY PER THE REOUIREMENTS Of ASTM E13M CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1A40 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO HE 1540 INS IATTNG GLASS SINGLE HUNG STERIES. BUCKHEIGHT SILL STOOL BY OTHERS 1!1 ELEVATION VIEWED FROM EXTERIOR W., Cll- ir T E_k,L/ r F LpO+E11p,IDJL {SS..+O.,LF. a4I AatfNUFA.0 ULTER 1 11.[PL - r Lr/E A 1, AL LJr•T//J UM M A QTPR TM R A --"% COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HDCHT EXTFRIOW 01TETe0R HEAD wms 12 1e 1A x 20 n 09 p F,G 13 75 7e F.G 10 1AWy FG14 1+4 1e 1/0 x 64 &A I, G 14+5 to 1A X 55 1A 52 52 a F.c 15 It1/5X 61 45 45 B F,G 1e 19 1A X n 40 40 Fc 1H3 1A i 25 1p x 35 3A 51 51 BB F.c 1- 2e IA X 50 IA 44 M B F.F. 1 H4+4 2e 1/7X K AA 42 42 B F,G 4+ 1 N5 2e 1/71 55 eA 41 41 p F,O INS 26 1/2ILAX 40 40 a F.G Ims e in x 40 G 30 1/2 x 2e B G m0 30 1n X m vs 44 44 B F.CC 30X4 30 1/3X 50 IA 40 40 5 F,c 3DX4+4 30 1/7 X 54 eA 40 40 a F,C 30"s 30 ,A X 55 AA 40 40 a F.c 3OH5 30 1/3 X e3 40 40 a 1.G 40 9 Ff.f.12737X1e 23 37 X 3e >A 40 40 a F.G 24 37 % 50 eA 40 40 B F•G 24" 37 X 54 XA 40 40 a F.G 24+5 37 X 55 NH 40 40 a F,C 25 37 X 93 40 40 a F.G..] 29 nxn 40 40 4e2e4. X B G 4a38 4e X 35 3A 40 40 F.0 4a5o 45 X 50 eA 40 40 a F.G 45444 4e X 54 ,N 40 40 B F,GJH.1 464+3 4e X 55 We 40 40 a F,G,tu 4aa3 4e X U 40 40 B F.G.HJ 32 to A. 45 43 33 53 1A X 35 3/640 40 a F.G 34 53 t/a x 50 eA 40 40 a F.GAJ 34+4 5] to X 54 M 40 40 B F.GJLI 14+5 53 1A X 55 $A 40 40 B F.G.N.I 35 53 IA X U 40 40 a F.G.HJ e 53 + X 72 4a 40 e F I 0=1 1) WHER[ WATE71 RE95TANCC TEST REGLXRIMEIR OF 152 Or OESGN LOAD APPLES. POSTIVE DmCH LOADS WILL 8E LIMITED TO 40.0 PSF DUE TO WATER TEST PRCSARE OF 9.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: TUNA FRAME WN101e IN CONCRETE OR MASONRY OPEMG USE 3/16' OM TAPCON ANCHORS OF SUFna1NT LENGTH TO PROVIDE 14K 1-1/4' 06MMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TD TAPLLN LOCATIONS INSTALL 1e sOEWS of SUFTICENT LENGM ro FROMDE 3H• Mw. EMBEDMENT INTO WOW BUCK ATA(L OTHpi FACTORT APPUm IIISTALLA710N .A 5) IF EXACT WxDOW SZE IS NOT LISTED IN ANCHOR CHANT. USE ANCKOI QUANTITY LISTED NTH NEXT LARGER SZL FOR THE APPROPRIATE DESIGN PRESSURE REO'O. 1001 T. Cnb7 LL • Ca1dim T3 7500E • PA iN law • Ddla. TI MNC c6 ASSEMBLY DRAWING SERIES 1440/1540 TOL SNGLE HUNG WINDOW a te141M er 04G R XWX 68 N A own rn W[WsaN n [a _ 10 26 01 B C W[FNED eY: ptoDUCT iECKMOL] Cl . 230 INTEXMTWh M'. MIT GHQ 1 XMA . FLOtG4 37744 Mow 401 e05-03c 2 L1 I t CAULK BE7pEEN WOOD BUCK a MASONRY opt NINc By OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WIN00. FLANGE e WOOD BOCK BY OTHERS PE ILuETCR CAULK BY OTHERS 0.AZwc WINDOW HE,GH7 EXTERIOR PERIMETER CAULK BY OTHERS 51 ALLATIOII ANCHOR 3/16" DIA TAPCON CONCRETE ORSO.RY OPENING BT OTHERS SHIM NOTES) REO'DSCE d MIN EMBEDMENT 1 /4HIM YSHIMSD FLANGE TYPE WINDOW FRAME HEADER BUCKHEIGHT 4 0 PRE -CAST SQL BY OTHERS FLANGE TYPE WINDOW FRAME SILL U BUCK -DTH X ACE Slue SPACE SHIM AS REO'D SCE NOTES) I" I E-SEDu(NI rLAHGE TYPE CAULK BETWEEN WINDOW FRAME G WOOD BUCK e JA. 1..s'Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16" DIA IAPCON Q ONE By WOOD EXTERIOR BUCK BY OTHERS CAUIK BETWEEN wIPERE TLR CAULK WINDOW FLANGE WOOD BUCK BY OTHERS CONCRETE WINDOW WIDTH OR MASONRY OPENING BY OTHERS 3l CCO s't COMPARATIVE ANALYSIS HY TAPCON ANCHOR LOCATION CHART WiNDOw DESIGN PRESSURE TAPCOr ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS wIDTH/HEIGHT CXTCRIGI INTERIOR HEAD JAMBS D.0 F,G 12 X EO 0 Se c D.E r.c 12 x 72 A0 56106 C N1 16 a 16 40 69 B H,I 0 A.B F.G 2. Y 7A 0 5 B r.c 24 x 16 0 B D Er,G 2A Y AB 0 A B D [ F,G 1A Y 6a AO . 0 A.B I, E.r-G 2A % ,7 0 Ap B D.Cf,G 32 x { AO A,B D.Cr.c 36 Y 24 D 0 A.B O.C,F.G 36 x AB 0 A,B O.E.r,G 72 AO A,B 0E,F,G B x 7A A0 :0 f,G e x .e AO .00 B O.CF.G AB Y 60 AO AO 1.8 r,c 64 Y 7+ 0 AO A,B F G 72 % L 0 AO A,B 72 Y 60 AO A B HI 73 x 16 0 SECT I ON 2 e,UOT„ERS CENTRAL FLORIDA B. O. A. F. WINDOW MANUFACTURER NAME: ' WTH. GFtjrRAA_ ALAJr Ai NUF'9 — MA. 11GR FILE A C .j Cr HFRAL NOTES 1) SHIM AS RCO'D. Al EACH INSTALLATION ANCHOR W IH LOAD BEARING SHIM wA. ALIOwABL[ l D E SNIP STACK 70 BE 1/." 2) wINDDWFRAME MATERIAL: ALUMINUM ALLOY 6063. HEAD MUST BEATTACHED t0 1 3) SE SV7857MiE wIeHHIvuLKC AFLANGEE ^'CT CAULK OR APPROVEDL EQUAL. THE AT FRAME SILL MUST COMPLY W TH SEALANTAPPLICA7ONOFVULAIM116ADHESIVECAULK 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL ROUND EXTERIOR OF WINDOW RANGE. PER THE REOLRREuENTS OF AStu C1100 CUSS CHARTS6) GLASS THICKNESS MAY VARY7) WHERE WATER RESISTANCE TEST REOUIREYEH7 or 15% OF DE. LOAD APPLIES. POSITIVE OC9fT 10 .00 PSF DUE TO WATER TEST PRESSURE Or 6,0 PST ACHIEVED w TEST WINDOW H I LOA05 WItl E2 UwTED8) INSIALLAIION. FLANGE FRAME WINDOW IN COHCRETE OR MASONRY OPENING SE3/0 ETSTAPC'ON ANCHORS OF SUFFICIENT LENGTH 10 PROVIDE um 1-1/4" EMBEDMENT INTO SUBSTRATEHOT. AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY 10 TAPCON LOCATIONS. - uw [uBCDuCN7 w70 WOOD BUCK10) INSTALL /e SCREWS or SUFFICIENT LENGTH TO PROVIDE 3/ APPLIED RETIES ARE N01 PREY'1. AT ALL OTHER FACTORY APPUCD INSTALLATION H0.C5 IFFACTORY rB SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS a uAx. 24" OCANCHOROUANT0, LISTED WINII) IF EXACT wwoow SIZE IS NOT LISTED IN ANCHOR CHART. USE SIZE,FOR THE APPROPRIATE DESIGN PRESSURE REO'DnCYiLARGER12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN 7w5 PRINT ALSO APPLIES i_ THE ISSG 5ERQ5 F C. MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE e PRECAST SILL WITH WLKEu 116 ADHESIVE CAULK OR APPROVED COUAL SECTION 1 j ELEVATION VIEWED FROM EXTERIOR 0l Ti.. o, rzmZ OAT[ SrM 1001 IT. tnsb) Ce. • CalloWII. 7300{ • ll.0. to e;S022.OdaT, it 733LI H ArK HKT01 11%• INSTALLATION C':TAIL SERIES 1a50/1550 F_LNGE Pw SHEATHING EAULK BETWEEN FIN BY OTHERS h $HEATING SHIM AS RCO'D. SEE NOTES) FB INSiALATION ANCHOR I 1' MIN FIN TYPE SCREW SHOWN (TYP) ~I EMBED -ENT WwDOw FRAME Ex TERIOR JAMB FINISH 2 x WOOD BY OTHERS BY OTHERS PERIMETER CAULK 6r OTHERS FIN TYPE WINDDW J I SHIM AS REO'D FRAME HEADER (SEE NOTES) FB INSTALAIION ANCHOR SCREW SHOWN (TYP.) 2 x WOOD BY OTHERS CAULV 'F TWEEN SHE : @ FIN i . By 0....HS 1- MIN. EMBEDMENT I SHEATHING By OTHERS WINDOW WIDTH EXTERIOR FINISH FXTFRIQR EXTER OR BY OTHERS PERIMETER CAULK By OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR (7YP.) 0 0 01 0 0 FIN TYPE FRAME SILL S700L O O FRAME SILL BY OTHERS 24" O C. / MAX. (TYP.) T} 0 0 WINDOW I EOUALLY SPACE ANCHORS (TYP.) HGT. 0 0 O / O PERIMETER CAULK BY OTHERS SHIM AS REO'D. O SEE NOTES) 0 0 0 0 0 6-(7YP.) 68 SCREWINSIALATION 2 x WOOD ANCHOR SHOWN Br OTHERS TYP.) ) 6' MAX. (7YP ) CAULK BETWEEN WINDOW FIN k ELEVATION E+TERIOR SHEATHING BTO.ER$ EMBEDMENT VIEWED FROM EXTERIOR SHEATHING SECTION 1 BY OTHERS Ga dANUFAE'T1J, R i3Abff: 3 r,r •e_4A1 .41 Q±iL6 UP4_— MASTER FELE ## 3 COMPARATIVE ANALYSIS N ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /8 SCREWS NO OF 0090 OIA NAILS SIZE (INCHES) CAPACITY IN PSF REO'D IN FRAME R(O-D. IN FRAME MDT./.OGHT EXTERIOR INTERIOR HE AO SILL 0.EA. JAMB HEAD S&L o EA JAMB 16 + 30 10! 1O9 2 2 2 Z 2 16 x •0 83 83 2 2 3 2 2 3 15 a 50 63 6) 2 2 3 2 2 3 2 20 x 30 all86 2 7 7 20 x .0 73 23 2 2 3 2 2 20 a 50 59 59 2 2 3 2 2 a 2 2 2 28 . 5 2 28 a 40 52 52 2 2 3 2 2 3 28 x 50 6 6 2 2 3 2 7 30 x 30 52 52 2 2 2 7 30 a .0 9 9 2 2 3 2 2 30 a 50 3 3 2 2 3 2 7 2 2 1 3 7 36 a 30 1 1 7 1 30 x .0 0 0 3 3 3 3 3 3 31 x 50 0 0 3 3 3 3 3 3 3 5 3 5 D a 30 D 03 3 2 0 a .0 0 0 3 3 3 3 3 3 0 x SO 3 3 3 3 33 5 1) SHIM AS REO'D. ADJACENT TO EACH wSTALLATION ANCHOR WITH LO•D BEARING Swu MAa. ALLOWABLE SHIM STACK 10 BE I/.*. 2) WINDOW FRAME WTERML: ALUMINUM ALLOT 6063. WF3) USE LATEx CAULK BEHIND WINDOW A7 HEAD. SILL A JAMBS. USE LATEx CAULK FOR PCR1uE7ER SEAL AROUND ExTER10R OF WINDOW FLANGE 5) GLASS THICKNESS MAY WARY PER THE RCOUIRCMENTS OF ASTM ET30o GLASS CHARTS. SINGLE GLA2wG IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RES67AHCE TEST REOuMEMENT OF 151 Or DESIGN LOAD APPLIES POSITIA OCS4N LOADS WALL BE LA11E0 70 100 PSF DUE 10 WATER TEST PR(SSuRE OF 60 PSF ACwEICD N TEST 7) IN57 ALt•UON. TN FRAME —DOOM IN WOOD FRAME OPEHING PATH TWO BY WOOD STUDS. USING 0 IN CIA NALS OR f8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MN 1 EMBEDMENT ALTO SUBSTRATE. 8) IF ERACT WINDOW SIZE IS K07 LISTED IN ANCHOR CHART. USE ANCHOR GLNANIITY LISTED NTH NE xT LARGER SIZE. 9) GENERAL ALUMNUM'S I140 SERIES SINGLE HUNG 6 SHOWN THIS PRINT ALSO APPLIES TO IKE 19.0 NSULATING GLASS SINGLE HUNG SERIES IODI W. CNs9T R/ • Cwn01ML TT )SODS • P.O. 41 915072 . ORbn IT 7SA1 P..0 RLCIWnO ASSEMBLY DRAWING SERIES 1140/19.0 ML SINGLE HUNG WINDOW BB N/A ma 111/05/01 B 17CN-OOI3 1' NIN—vINIOv VIDiH H/.• w. SHEA THI.G CMCC DHE T I S.1H SPACE IT OTHERS 2 . lT -ODD Br D..ERS SHIM AS RCO'D. ------ 2 X V000 CAULK BCHIHD YIN / ///! IT OTHERS TIN TYPE VINDOv e INSI.LLAT IDn rR.Nc XIE RIER ANCHTF SCRCV r INISN BTOTHERS1' nIN SHIN AS RC" GLAZING EXBE DHEN7 PERIK iCR CAULK III ISCC NOTES) Br OTHERS rIN TYPE vINDW rRAHE HEADER GLAZING ISLENOTES) EXTERIOR ri. ITPC rRAHE Sit PERINCTE BY OTHER CxIERIOR r INISH ITOTHERCAULK BI BT OIMERS ON SHIM SPACE I VINDOV HEIGHT2 N11; V INDOv K IGH1 A SIc0• D 1/.• NAX. SHIM SPACE e INSTALLATION ANCHOR SCRCV 2 X VOOD Br OTHERS E. YCRIOR ERIKTER CAULK Ir OTHERS 8 INSTALLATION EXTERIOR ANCHOR SCRCV FINISH ITDYNEITS CAULKEi,K BEHIND YIN SECTION 2 SHEATHING BT OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART v N V DESIGN PRESSURE NO OF .8 SCRCvS NO Elf 0099 DIA MAILS SIZE INCH[ S) CAPACITY IN PSr RCOUIRED IN FRANC RCOUIRED IN rRAHE VIDIH/ HEIGHI EXTERIOR INTERIOR HEAD L SILL a EA JAMB MEAD L SILL EA JAHB 20 70 o 11 2 2 2 2 20 X 0 0 10 2 2 2 20 . 50 l0 0 2 2 20 60 2 7 30 30 o 0 2 30 40 0 0 2 2 30 L 30 10 0 2 2 3 0. 60 2 1 2 0 A 0 0 2 2 11 X 40 ID D 7 0 40 X 30 0 0 7 7 3 0X750 ] 0 0 0 2 30X. 0 0 0 30 . 30 40 0 30 . 60 14 o.0 CENTRAL FL®RdI A B.O.A.F. MANUFACTURER NAME; CFit/ Eii>fL Ai N iM/NU1'7 MASTER FILE # . NOTES' I) — ERE VATER RESISTANCE ICST REOUIRCKNT Or 13Z Or DCSIGN LOAD APPLIES. POSI7I VC DESIGN LOADS VILL BE LIHITCD TO .Oo PSI' DUE TO vAICR TEST PRESSURE US Or . 9 Sr ACHIC VCD IN T[ST. 2) INSTALLATION rIN FRAHE VINOOV IX VOOD FRAHE OPENING VI1H TVO III vwD STUDS USING .B S[R[VS OF SUrf l[lCX7 LCHGiM TD PROVIDE H1N 11 CMK DKNT INTO SUBSTRATE OR DOf9 IN DIA NAILS. Ir EXACT VIXDDV SIZE IS NOT LISTED IN ACCIOR CHART. USE OUAN111T LISTED 2 VITN NEXT LARGER SIZE. SHIM AS RCO'D. ADJACENT TO EACH INSTALLATION ANCHOR VITN LOAD BEARING SNiH EQUALLY SPACE MAX. ALLOVARLE SHIM STACK 10 BE 1/4'. ANCHORS ( 1YP) 3NC )) vlmWv FRANCTCRIALlALU-INU- ALLOT .11 6) USE LATEX CAULK BEHIND VINOOV FINS AT HEAD. SILL L JAMBS. 7) USE LATEX CAULK fOR ICRIHEICR SEAL AROUND EXTERIOt Or vINDW rLANCE 8) GLASS THICKNESS HAI VARY PER RCOUIRCHENTS Q ASTn EI300 GLASS CHARTS SINGLE GLAZING IS SHDVN. INSULATING GLASS ALSO OUALIr ICD. 9) GENERAL AL UPIINUHS 1100 SERIES PICTURE VINDOV IS SHOVN THIS PRINT ALSO APPLIES 70 1900 SERIES PICTURE VINDW. 6' HA. ( IYPJ o R o o 6' "X. ( TYP.) --.-I — ELEVATION VIEWED FROM EXTERIOR CAULK BEIVCEN- VOOD RUCK L MASONRY OPENING BY OTHERS CAULK REt VEEN VINDOV rL wfE L vDOD BLLK MASO.RIC OROTHEOKNIITCNG CONCRETE EXTERIOR FINISH - IT OTHERS PCRIHE I CR CALLX IT OTHERS FLANGE IYPE - vIMDOv FRAME HEADER VINDOV EXTERIOR MCIGH7 ONE 1, VODD NOTES RICK sY OTHERS 1) SHIM AS REO'D AT EACH INS74LATION ANCHOR USING LOAD BEARING SHM MAX, ALLOWABLE SHIM STACK TO DE t/.-. r INSIALLAiION MEMOIR 2) WTNOOW FRAME MATERIALALUMINUM ALLOY 6063 All' DIA , APCON USE LATEX CAULK BEHIND WINDOW FLANGE AT MEAD SILL A 4WOS. A) USE LATE CAULK FOR PERNMEIER SEAL AROUND EXTERIOR OF —Do. FLANGE. rSHIM AS REO'D ISEC NO, CSr S) GLASS THICKNESS MAY VARY PER THE REOIIRCMENTS OF ASTM E13W GUSS CHARTS. 61 DC SICK PRESSURE CAPACITY Or VIHDDV L INSTALLATION IS LIMITED 7C .OD PSr, 71 rOR INSTALLA7ION Or rLANGE FRAME vINDOvS IN CONCRETE OR MASON, OPENING. USE 1 NAIL' DIA 7APCON TYPE ARCHERS Or SUFrICIEN7 LENGTM TO PROVIDE -IN 1-IA4• 1 EMBEDMENTINTOSU3S7RA7EPLACEANCHORSVMAXFROMCORNERSL2.' OC. MAX SETVEC-. d I- 1A.• MIN Br BUILD DOVN AROUND CURVED POR11ON Or VINDOv FRAME TO BE ENGINEERED BY 07N4R$. EMBEDMENT BUILD DOVN MUST RC Or SUFFICIENT STRENGTH TO ADEDUAT[L, IRAMSFiR LOAD FROM VINDOV TO THE S7RU(7LRE 9, ELEVATIONS SNOW COMION CONFIGURATIONS It IS NOT INTENDED TO LI•I7 USE Or THIS IF.• -AX PRODUCT TO THESE TVO CONFIGARAIIONS THIS SHEET APPLIES TO ALL COITIGURATIONS S-IM SPA THAT CAN BE-4AFALl.ED FRO- THE I. s0A1530 SERIES DESIG,4R rIMED v1.DOv FRAMING STSTE, L T CENTRAL FLOREDA B.O.A F. MANUFACTURRR NAME: CCA/E1q. 4LAlf IN11YUH MASTER FM # e S[[ IOiCir BUCK ME IGMT SKI- AS RCO' D ISLE NOIES'7 FLANGE iYPE vIN00v FRAME SILL ff OTHERS RT Y PERIMC iCR CALLK OTHERS a EXTERIOR r1NIsN ' eT OTHERS CAULK BCTVCEN VINDOV FLANGE L WOOD RICK CONCRETE OR SORRY OPENING BYO1KRSCALLK SEMEN vODD BUCK L ASONRY OPENING 31 Di HERS SECTION sl/SNIN 1 MA11SPA[[ a EMBEDMENTINSTALLATION ANCNOR JAIL' DIA IAPCON EI H 1 IHEIGHTGHT2LI WINDOW WIDTH , ELEVATION VIEWIyD FROM EXTERIOR I nT_7i1R v: F I Ixv1SIDM SHIM SPACE S. In AS REO D 1-IA•• MIN 4EC 10111 Cn 11 DMENI FLANGE TYPE CALL[ BE7vCEN vI.DDV rRAMC VOID 4JCK L AAHt INS', OPENING d 1, OTHERS WINDOW HEIGHT C GLQK IITA L INSTALLATION ANCHOR SEE ,GIES, 4 0/I6' DIA IAPCON ONE 1, vOOD PERIMETER CAULK RUCK Br OTHERS BY D,ICRS EXTERIOR FINISH CALLK BETVECN B, OIICRs VImDOv FLANGE OOD RE. NKIWVIDI- COTCRETE OR 1uSOR, 7PENING. SECTION 2 BY OTHERS I -- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR TOOT Y. CAAOT 10 . cwdi^ tit 7500E • B.o, w BI$0}! • DXkL O Tsui p.W6 Qt INSTTALAL LATION DROVINGONE BY BUCK SERIES 1450/1550 DESIGNER PiCTURE WINDOV BB FH I• A lH t[M[ BB N/A c^ n L• Y[ Iroc .a[• I' Tc. 3120102 B I TEN-0^25 SHE A-M . BY GTHER! CAULK Bi EAQRIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN IYPE FR.ME HE SEE NOTES FIN TYPE — 1 FRAME SILL / PE1METER CAULK J BY OTHERS / FB MST.LLATIDN J ANCHOR SCREW (TYP.) E.TMOR Fp1SH — BY CNERS CAL^.. BE-0 FIN - SHEATHING BY OTHERS i1rER5 HSIALL A PION NOR SCREW (TYP) SHIM AS REDO. SEE NOTES I/.' MAX 1 SHIM SPACE T u D0w HEIGHTMAR. SHIM SPACE SHIM AS REOD SEE NOTES I• IRN, 1 A FRAMING EMBEDMENT BY OTHERS SECTION t ND: Y I) GE SIGN PRESSURE CAPACITY OF INDOW • INSTALLATION IS 400 PSF 7) INSTALLA no. OF FIN FRAME M.DOw IN W000 FRAME OPENING WTH TWO BY WOW S:uDS. USING 0Cl9 IN 0. nuts PLACE .099 NAn S 6' FROM CORNERS A. W G' OC MA.. BETWEEN 3) FOR INSTALLATION OF FIN FRAME IWHDOw W WOOD FRAME OPEMNG WITH Two BY W000 STUCS. uSI C xe SCREWS OF SUFFIOENT LENGTH TO PROVIDE MIN I IH EM9EDMENT RI TO SUBSTRATE. PLSCE SCAEwS 6' MAx FROM CORNERS 4 I.. CC M AEABETwCEN SHIM ASROVE. AD:M`EVT TO CH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MA. ALL(rWABLE SHIM STACK TO BE 1/4'. WM.DDW FPANE MATERIAL' µUU.UM µIOY 6063. 6; USE LATE% CAULK BEHIND WINDOW FIN AT HEAD. SILL i IAMBS 7) USE LATER CAULK ;OR :ERIMETER SEAT AROUND ExTET110R OF WINDOW FLANGE B) GLASS THICKNESS MAY VARY PER THE REOLRREMEWTS OF ASTN E1300 GLASS CHARTS 9) WILD DCwN AROUND CURVED PORTION OF WINDOW FRAME TO BE' ENGINEERED BY OTHERS BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOOATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CON/IGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIDURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES OESCHER FOAM PCTURE WINDOW FRAMING SYSTEM CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: VFW ERa! A) /iNl /NUM MASTER FILE # a i W IDOw MDTH --I CO- O r H O ' HEIGHT O O O 1' ELEVATION VIEWED FROM EXTERIOR i 1 d3- u- cz I/.• MA. SHIM vALZ Two BY FRAMING j HIY AS RCo'D B* OTHERS FIN TYPE F FRAME J•AB EDMENT SnEATING BYOTHERS t STkLLATICINQADNC (TIP) K BEMND FIN SEE NOTES 0R FINISH BY OTHERS ANCHOR SCREW (TYP ) W NDOW wlpiH PERIMETER CAULKBY OTHERS SECTION 2 r MN00W MOTH ICI O HEIGHT / 2 O 1 3 ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BOCK a MASONRY OPEw.NG R, OTHERS tNS1ALLATION ANCHOR ONE BY WOOD 3/16' ENA TAPCON BUCK BY OTHER ' SHRM AS REO'O CAULK BETWEEN rNDOW (SCE NOTES) RANGE • 'ROOD BUCK CONCRETEMASOOR Br OTTNLR RYOPC _ ENBEDMENT Ex TCRMOR FINISH PC:( i Y OTHER / EVER CAULK J BY OTHER R ANCE TYPE WINDOW FRAME HE AOER D. EXTERIOR nrFLANGE TYPE rFRAME STLtLI PERIMETER CAULK_\ BY OTHER I/i S U J SPACE A.. BUCK rDTH FLANGE TYPE I/.-91M rcTDOW FRAME SPACE M JAMB ONE B, WOOD BUCK B, OTHER 1 EMBEDMENT SNIT. AS REOT. SEE NOTES) COXCREIE OR MASONRY OPEMNC BY OTHER INSTALLAT,ON ANCHOR 3/16. OIA IAPCOX PERIETER CAULK Q B, OTHERS CAULK EEIWECN rHDOW rOiX + WOOD BUCK • MASONRY OPENWG BY OTHERS EXTERIOR CAULK BETWE[ N n'WZ ECXTEEROR BY OTHER I WOOD a" BUCK NOW SECTION2 ANCHOR (TYP.) H J K va H. PRE CAS, Sni By O7MR5 Q a CAULK BETWEEN rMOOW FLANGE i PRE CAST SILL "TN VULKEM SECTION 1 . 16 ADHESIVE CAULK OR SCHNEE MOREHEAD 6500 ADHESIVE SEALANT NOTES DOW CHI BICHT 1WINDOW W17, 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWAELE SHIM STACK TO BE I/A- 2) WINDOW : RAME MATERIAL: ALUMINUM ALLOY 6063 3) u5C LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS SILL MUST BE A77ACHED TO THE SUBSTRATE MIN VULKCM 116 ADHESIVE CAULK OR APPROVED EQUAL is) APPLICATION OF VULKIU 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK Al FRAME SILL MUST COMPLY MIN SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13DO CLASS CHART SINCLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALTFIED. 7) GENERAL ALUMINUM'S 1490 SERIES MODIFIED SLIDER IS SHOWN T.OS PRINT ALSO APPLIES TO THE 1510 SERIES MODIFIED SLIDER INSULATING CLASS 6) DRAWING APPLIES 10 INSTALLAINI. Or FLANGE FRAME ",DO* W CONCRETE OR MASONRY OPENNG USE 16' OA ,& PEON ANCHOR Or SUrrICIEN7 LEMG7H TO PROMDE um 1-1/4 EMBEDMENT INTO SUBS7RATE 1 LOCAhON SHOWN ON C"AR7. SEE ELE- nONS FOR KEY 70 IAPCOH LOCATIONS 10) INSTALL F6 SCREWS Or SUFFICIENI LENGTH TO PROWDE 3/4' MIN EMBEDMENT INTO WOOD BUCK A7 ALL FACTORY APPLIED INS, ALL A10. nOLES WHERE 7APCONS ARE REO'D. 11) IF EXACT rNDOW SIZE IS NOY USED I. ANCHOR CHARY, USE ANCHOR Ou..I,IY LISTED rI I. NEATLARGER SIZE. ' ELEVATION VIEWED FROM EXTERIOR 0 F' 2 G COMPARA71VE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCADON 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,C 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 40 40 HA ABFG 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 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,8,F,G 72 x 48 40 40 H,K A,B,F,G 72 It 55 40 40 H,K S.C.D,F,G CENTRAL FLORMA R. O. A. F. MANUFACTURER NAME: MASTER FME # $ M3/2( Ev0027 SHEATHINC CAULK E7TW{EN FIN SHEATHING. 2 x FRAMING BY OTHER Gr SHEAHNG BY OTHER BY OTHERS 1 MIN I CAULK BETWEEN iS SCREW 'NSTALA TION EMBEDMENT S S5 1/A- MA% SHEATHING is FIN ei0TE3) D J11u SPACE By OTHERSANCHOR (TYP.) 2 k FRAMING SEE EXTERIGf FINISH E' OTHERS BT OTHERS FIN TYPE I"W. TES CAULK 7/.- MAX. WINDOW FRAME JAMB EMBEDMENT BY CTHE: 8YOT SHIP SPACE r 6 SCREW INSTALATION f:V iT=E ANCHOR (TYP,) Y/NOC.THEHOER\--I.( SE" C$REO'DfiAMENOTES) WINDOW WIDTH' EXTERIOR FINISH BY OTHERS WINDOW ExTFRiO PERIMETER CAULK HEICHT BY OTHERS C.XTERICIR FIN TYPE SECTION 2 EQUALLY SPACE 6 MAk,(TTP) LP.0ANCHORS ( TYP. HEAD. BLLI PERIMETER CAULK J BY OTHER 18 $ REw INS TALATION L 1/A" MAX. SHIM SPACE SHIu AS REO'D SEE NOTES) VINOOW ANC - OR (TYP.) HEIGHT 2 % FRAMING BY OTHERS k TE; OR Y 0"4ERS CAULK BETWEEN WINDOW FIN @ S- EA-i1NG SHEATHING 3Y C'HER 1" MIN EMBEDMENT GE •. ERt_ NOTES SECTION 1 1) S" AS REC-D ADJACENT TO EACH tNSTALL17101 ANCHOR WAIN LOAD BEtRING SHIM MAX ALLOWABLE SHIM STACY TO e-- 1/4' 2) v::.>Ow FRAVE MATERIAL ALLOT 6063 3j US' LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL & JAMBS. A) US_ LATEX CAULK FOR PERIMETER SEAL ARC.NO EATERIOR OF WtNDOw FF AUE 5) G:ASS THICK.NESS MAY VARY PER THE REOUI'EMEVTS OF AST" E13W 9', aE GLAZING IS SHOWN. WSULATINC CLASS IS ALSO OUALIFIED. 6) DRAMNG APPLIES TO INSTALLATION OF rw ra AME +i1N:)W IN WOW rRA"E OPENING r TWq aY W000 STUDS USNC 099 a pA N.:_5 ;R 1- SU1CW5 OF SUfrlpENi LE`•; 71 f0 PR MIN EM3EDMENT INKY SU?STa. E 7T IF '!ACT w13Z- SIZE IS N07 LISTED PI CLARI. ..SE A&CR QUANTITY LISTED WITH LARGER S.ZE. a; Gf'.S:AL LUu.NUu'S 1190 SERIES HORIZONTAL S. )E= 6 S..OM THIS PRwT ALSO AJ-: lES TO T- 1/60 INSULATING CLASS NL T¢p.'AL SLDER SERIES COMPARATIVE ANALYSIS & ANCHOR. CUAm TITY CHART WINDOW SIZE DESICN PRESSURE 18 SCREWS R_QO 1099 NAILS REO'D INCHESCAPACITYINPSFINFRAMEIINFRAMEWIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 % 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 1 5 48 IT 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 1 40 40 3 3 1 6 115 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 d. N3'RAL 1FLOWDA R.0.A+F. 1 MANUFACTURER NAME: 2A- O C ANCHOR ( TYP.) IAX( TYP) I MASTER FUT WINDOW ' MOHT I 13tl,q, ELEVATION VIEWED FROM EXTERIOR''• •'.j ) 0- ZaoL I tool W. 0.r1 4. [ww. D mmf • PA so II= • Di, 11 TSLI INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1990 M001FIED HORIIONTAL SLIDER es N/A u01 I Rr . I TE , IJ+. NM. 19c. D. R 11.. aWw. n L3/11/0. GEm-002" L•.. 0 .. ..1:: +T.p6. !nW .n .i•rx.r YY :].-1.-......no..: r.. ti+a I..r: r1-c:.1 •.. ;.o; c-::.1 MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A Li EXTERIOR N ELEVATION INSTALLATION MULLION ANCHOR' ANCHOR TYP.) BRACKET CENTRAL FLORIDA R.O. MANUFACTURER N a DWG No: GEN70452 GA P MULLION II I DIE NO. 1445 I II I I II I I II I I II I I I v INSTALLATION TER FILE # 78SELFTAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B- B ANCHOR TYP.) 1 v v SEE NOTES a a a # 2 & #3 0 1— 7 /8"---I 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 TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: - - - - DRN: JS AVRw: - - - - DATE: 3/1 % /O2 SCALE: MATL• - - - - DWC Na. T H ALF cEN—oa52 OOCo Awn RY• PRODUCT IECMNOLOCT CORP.. 250 LNTERNAnONAL PKMY• NEATNROW. FLORIDA 32746 PHONE 407-605-0365 FAX 407-505-0556 4 k I I' GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Ian-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.03 I FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 A r( GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWC NO: J-0'51 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IVIULLI VN DIE NO. 1446 SECTION A- A t I A A B R MULLION G;i: N0. 1446 MULLION INSTALLATION ANCHOR ANCHOR BRACKET TYP.) SEE NOTES 2 & #3 SUBSTRATE I- 1-7/8"-- SECTION B- B CENTRAL FLORA B. a. MANUFACTURER NAhff.. EXTERIOR ELEVATION DER ALvM A) UM MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C 0R P . SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DATE:3/1,; SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MINI. EMBEDMENT INTO WOOD AREA: - - DRN: JS APRvD: - - - - r= FRAMING. WT/FT: - - SCALE: HALF MATL: - - - - DWG NO: GE;'- PREPARED BY: PRODUCT iLCRI10LUUT CURY. IW m-nnAll— rn a— — - •.— SMEATHING pT OTHERS STUCCO J OR SIDING By OTHERS PERIMETER CAULK IT OTHERS SHIM AS I " CSCE NOTES) CAULK BETWEEN DOCK :LANCE L SHEATHING L SLIDING GLASS p1yR.rRAME SILL INS:ALLANCh ANC..CR 8 SCREW TWO 3, WOOD By CTHERS 1 rSHIM SPA I ' I SMIn SPACE 1- 1/8' MIN. - EmSEDPCNT SLIDING CLASS DOOR FRAME HEAD f— DOGR WIDTH SLIDING GLASS DOOR rRAME JAMB TEMPERED GLASS TTP.) r, 5- MAX. SHIM SPACE TWo 3T WOOD 1- 1/8 nIN IT OTHERS - ICTn3EDMEMT iNS: ALLATIGN "Crr r6 SCREW TWC IT WOOD 3T OTHERS S M- T IS TMING SLIDING CLASS DOOR SHIM AS REO'D Wax STRIP SEE nOTES) INSTALLATION ANCHOR Rp SCREW CAULK BETWEEN DOOR rLANGE L SHEATHING PERIMETER J SHEATHING By OTHERS CAULK BY TEMPERED GLASS — OTHERS STUCCO (TTPJ OR SIDING By OTHERS SLIDING CLASS DOOR INTERLOCK SECTION B-B SHEATHING By OTHERS STUCCO OR SIDING IT OTHERS HOOK STRIP DETAIL 1- 1/8' MIN EM! EDMEMT 1) DC6T MATE]IAL• A Uld AA ALLOT LCA1 21 IA IMSTALLAT[GN SCREWS MUSI tE Or AfrICICMT LEGTM M ACHIEVE min C,MKDCMT Or 1-11 [AID H000. TAACCIM TI E tMSTALLATIOM AMCMCSIS AI SILL MUST tC Cr SIfrICICMT LCMGTM III ACnttvt Mtn 01CDCNT Or I -VA• IM10 —SCIAI o COCIETC . I IHtlA ATTOI AHACR CMAAT DM DACI Gr IMIS INW. USE tiLIC04ZED ACRILIC CALLX ItV'D D= rLAWA At "E" L JAMIS' USE SIL ICOAEEO ACRTLIC CALLA rtDT PERIMCI[A SEAL AA"D CA iERICIR Cr DOCL Al Ir EAACT D'l1R SIC[ IS MOT LISTED u AICHCP CHART, USE AW_l 0 GU• TITT LISTED WIN IC.T LA] riR SI_E. r[R THE A/PASRIA:E ][SIGN "ESSt1lE RLO'0. - 71 rE'A PDCXCT DDOI SIZES USE CLOSEST 3TPASf DEEP SIZE L CDlIGAATIOI 70 0MV40 C[M1T4 B PLACE UST ALLOT CM-CKPi[RM MFRIN or II`I ST*rT AS S " CMARti DTCLASSTHICuCSSTSl DDOI LPTIT IS AP ADv[D VSTTG TEPPC]ED CLASS In SINGLE CLAtED VT IMSTLA:UG G ASL Tm JAM[ / SILL CObCAS J[ ID K :CALE3 vltM A SMALL CIMT SEAM SEALER ITT SHIM AS REC0. AT [A SET C7 IMSTALLATIDM A.CT 1L MAA •LLCvA4C SHIM STACX TD SE 11.'. 12) ALL I'll ALLA"I" AMCM011S MUST tE T••OE Or C"MStb. RE""AHT T.AT CHURLS - 11T R:.,Ef[MtS M ,LG PAIL AnD Ir REPKtlEkTS rlX[D AA+CL APPRCvED C- Wlc./ATIDTS AAC AS LISTED O• AMCIM CHART DI LACZ Or THIS STET. p 1 __ E L Ey A T (IN .1 ' '1- 3- TS ccoc S AG•F ARE fTO1/H EII THIS DRA•IK.. •CVEVCA IM•AUARC. J)/ T L[ C TICF: 'A •' •1-I' L nOf]T ST]V ][TALL APPLT i0 IMS TALL ItO1 Ir AL. - EXTERIOR AA•ADvL7 G is, rLCalOA ELTAUCE]S MW SERIES t-.:oUG CLASS DGER IS SHDVM THIS rJU.T ALCD A _'ES ID t A1-I/A' MIN 2 FANEL DOOR SHOWN iD3D SERIES AHD SAD SUICi L13ERALLT APPLY CAVLCING UNDER SILL I DR SETSILLINcCD !NSTALLATICN ANCnCR OF C: NCREiE D/IS' DIA I- ;,CON ' SECTION A - A Ft 12002 TEMPERED GLASS CTTPJ DOOR HEIGHT D Cn3r^ MENT DESCRIPTION DATE 1N1 P L P I D A EXTRUDERS INT. INC. SANFOP.D FL. nTLF: SLIDING GLASS DOOR INSTALLATION WITH * SCREWS DRAWN SY: 3? 1 APPROVED BY: ATE: !z::'/ c !SCALE. Ni: JDWG 9%EEKc- S-:: ' CONCRETE OR SHIP. AS PE'C'D HASDNkT OPENING SEC I41".ES) BT Ci EiS CAULK KTvEEN DOOR ^LANG_ L VDO_ BUCK CAULK c-TVEEN PCRIME TER BUCK FOODL MAS' Y. OPCNING CAULK BT D7 Oi PEki OTHERS1STUCCO Q {1 CTRS C I Ii c v INSTALLATION ANCHOR 18 SCPEv (TYP. vHERC — IAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FF. ArQ SILL INSTALLATION ANCHOR 3/ 16' DIA, IAPCON INST. ALCATION ANCHOR R8 SCPEv (TTP. vHERE ONE 2• VMl) TAPCONS ARE GOT REO'D) UCK BY OTHCRS 1 I— 1/ 4• HiN EMBEDMENT I SLIDING GLASS DOOR rRAME r1/ R• MAX JAMB D T I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.)' DOOR HEIGHTD EH? EDMENT 1- 1/F MIN. G A D D LIBERALLY APPLY C ALLK ING UNDER SILL OR SET SiLL IN 2ED INSTALLATION ANCHOR C' lCON C RUE 3/16' DiA. 7APCON CrrT inks A A TEMPERED GLASS T TP.) PERIMETER CAULK BY OTHERS S. G.D vIDTH Lf III- MAX. SHIM SPACE L, 1 I", MIN, EMBEDMENT ONE By VOOD I BUCK BY OTHERS CAULK BETVEEN Q VOOD BUCK L HAS' Y. OPENING ET OTHERS SHIM AS REO'D. SEC NOTES) INSTALLATION ANCHOR 3/ 16• DIA. iAPCCN CAULK BCIVEEN DOOR FLANGE L VOOD RUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETL D? MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 7 CAULK LETVECN 3/ 16• DIA. TAPCON VOOD BUCK L MAST. OPENING BY OTHERS d CAULK BCTVEEN SLIDING GLASS DOOR HOD( STRIP L HOOK STRIP V VD LUCK DD1 • 1- 1/4• MIN. EMBEDMENT d I 1 G OMC BY VOOD BUCK E7 OTHERS STUCCO Y OTHERS 4" LzL^1A : Jww09AUP0 B.O.A. .IEHPCRED GLASS —1 SECTION A'7 MR ANE. iTDPJ GLASS DOOR DE MASTER FILE# HOOK STRIP DETAIL 1) D= NATCRIALN ALUKINUN ALLOT "I1 2) iAPmN irri URTALLAIICw ANoms RUST Or IVrICICNI LCG7N TOOAGRLVC NIK CKRECRER, 7 1-1/4 INTO N mw, P CONCRETE. 0) ALTERNC NATE IAPCONINSTALLA1104ANOISFIERYTO SC BACK INALLrRA[ PtHRL IAIC"" AKMCR CMAR7 D. BACA Dr THIS SK[7. S) USE SRICDAICD ACRYLIC CAULK gNIND D GLANCE AT READ t /ANIL i) USE SILICD.IICO ACRTLC c— rCR P[RTNC7EIT SEAL AROUND CLT[RIDR Q pmL 7) Or EXACT DF SIZE IS TOT LISTED IN ARCHERY CHART• USE AN[)OR OWNNIITT LISTED VIIH KIT LARGLR SIT[. rP INC APRDMIATE OCSIGP TRI[SSIIE RCD•D i1 roll PO[KC7 OOP SII[S USE CIDIE17 IYPASS OOP IIE L CD11,1APA710N ID rIN1SHC0 [/CHUG nLAEC 7ArCD.S. IN rRD.T Or N STRIP As SNOVN GLASS IMICIMCSS NAT VART PER RCOUIRCNENIS OFASIA CIIDO GLASS CHARTS. 101 ALL r. 0 TORT APPLIED ROLES N01 DESIGNATE D fP TA,P(pN ANENOII SNOILD K TILLED VITH .B SCRTVS r SIfrICICNT LENGTH IG PRDvIDE RIK S/B• E.IEDNCM7 INTO VOOD BUCNL IN DOOR UNIT li AFRRO)VED (RING IEN/ERED CLASS IH SI.LC GLAIED CRTINRAAIING GLASS lV A l / SILL CCIk CRS ARE TO IS SEALED VIIH A SHALL jDIMT SCAN SEALER. I]) SHIN AS REPO Ai CA T[I (r INSTALLATION AKH7IRS A AILC ARE SWN STACK 10 BE 1/4'. T.N ALL INSTALLATION AKNOIf Nvil tC NADC Or [ORRDSIDN R[I:S7ANI wA7CRIAl S. IS) VN(RE • r' REPRESENTS ROVING IANEL AN0 'Cr RCPRESCNIi 0`1 ED PA+(L AM I) CWIG ATID.S WX AS LISTED ON ANCHOR CHART a BACK 7 1N(IS S)CCT IU 101 ALL COeIGURITICIR LISICD ASOVE ARE SMVNN ON THIS DRAVIKN. NOVCv" INSTALLAIIW EXTERIOR ELEVATION SEC I IONS •A -A• •B-B• L POOR STRIP DEIAIL APRT TO INSTALLATION Gr ALL APPROVED 2 PANEL DOORSHCOVNCWG'AAt1ONS 1)I INSTALL DC 7.VCpN IN EACH PAIR ? rwoRT APPLIED INTTALLATIDN HOLES U CSS NOTED DTNCNISE ON ANcN( P CHART. ICE SACK Or THIS SHEET. IB1 rLPIDA CXiRUDERS IOW SERIES WOOING GLASS DOP IS TIC— THIS /RIN1 ALSO APPLIES TO nM SERIES AHD 300 SERIES. REVI DESCRIPTION DATE IN] - L O P I D A INT.RINC PS $ANFOP.D f TITLE- SLIDING GLASS DOOR INSTALLATION WITH TAPCDNS I I DRAWN BY: BB I APPP.OVED BY: fC L TAPCON ANCHOR CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 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 80 3 3 3 4 4 4 3 3 4 506E xx., OX, XO 60 X 60 3 3 3 4 4 a 3 4 4 6068 XX, OX, x0 72 x 80 4 4 4 4 4 4 3 4 5 8068 XX. Ox. x0 96 x 80 5 5 5 4 4 4 3' a 5 10068 xx Ox x0 120 x 80 6 7( ) 4 4 4 3 4 5 5080 xX, x, x0 60 x 96 3 3 3 5 5 4 5 6 6080 Xx, Ox. x0. 72 X 96 4 4 4 5 5 5 5 6 8080 XX. Ox. x0 96 x 96 5 5 1 5 5 5 I 5 4 6 6 10080 xz x x 120 x 96 6 A 7 5 5 5 4 6 6 50100 xx, Ox. x0 60 x 120 3 60100 XX, OX, X 72 X 120 4 4 I 4 6 6 6 6 7 8 xx x xn 96 x 120 5 S A 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 6 4 4 a 3 4 5 12068 OxO 145 1/8 X 80 7 157 9 02) 4 4 4 3 4 5 15068 OXO l81 I/8 X 80 8 10 () 11 () 4 4 4 3 4 5 9080 Ox0 10 1/8 x 96 a 5 6 4 6 12080 Ox0 145 1/8 x 96 7 8 <D1( 9' Se) " YS= 5='•. 15 4 6 6 15080 On 181 1/8 X 96 8 5 5 S 4 6 6 90100 OXO 109 1/8 X I20 5 5 6_. _T 1 •..6-..• ' 6(7: L DI) 6 8 10 120100 OXO 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 x 80 g:._,.. _ 4 4 • 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4 ' " 4 3 4 5 06 xxx 178 5/8 X 80 8 1 4 a a 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 (D1) 9 02) 5 5 5 4 6 6 15080 xxx 178 5/8 x 96 8 11 () 13 5 5 5 4 6 6 xxx 5 6 6jI I I2olo1425/8 x 120 7 fn;)l in fnii 6 6 17 6 8 10 10068 OXXO 119 5/8 x 80 6 6 7 (D1) 4 4 a 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) a 4 4 3 4 5 16068 OXXO 191 5/8 x 80 9 10 (Di) 12 03) 4 4 4 3 4 5 I d UXXU 7/b 7b b 6 7 (D1) 7 74 b b 12080 OXXO 1143 5/8 x 96 17 8 (DI) 9 02) 5 5 15 a I 6 I 6 16060 OXXO 191 5/8 x 96 9 14 () 5 5 5 4 6 6 100100 OxxO Il 3/8 x Ic0 6 6 7 (DI) DI) b i( I) 6 5 10 120100 OxxO 143 5/8 x 120 7 19 (D2) I 10 6 I 6 17 (DI) I 6 I 8 10 160100 OXXO 191 5/8 x 120 0 cD!> 13 cD4) 16 cD7) 6 6 7 (DI) 6 8 10 t o xxxx X 6 6 4 4 4 12068 xxxx 1141 1/4 X 80 7 17 18 (DI) 4 I 4 14 I 3 I 4 5 16068 xxxx 89 1/4 x 80 9 (D1) 10 02) 12 (Da) 4 4 4 3 4 5 10080 xxxx tl 1/4 x b 6 7 (DI) 5 4 12080 XXXX 114l 1/4 X 96 7 18 (DI) 9 (D2) I 5 I 5 15 I 4 6 6 16080 xxxx 189 1/4 x 56 9 (01) 1 ( 4) 1 05 5 5 5 4 6 6 100100 xxxx 1/4 X 120 DI) 6 6 DI) 6 8 10 I70!00 xxxx 111I41 t/4 x 120 7I 166 (DI) 0 (p3) 17 6 6I D1I 6I 8J t0I160I00xxxx1891/4 x !20 0 (DE) 3 (DS) 15 (p7) 6 6 7 (EI) IO vv V FE B2 1 ,1m Fc 2 4 ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE 'Dr THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE P.EO'D. 2) 'DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) •D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) -D4- MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) -D5• MEANS, INSTALL TWO TAPCONS 1N FIVE. SETS OF INSTALLATION HOLES. 7) '136' MEANS, INSTALL SEVEN TAPCONS 1N Six SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT 'TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B. SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A L 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 NEAR HEAD L SILL CORNERS. G LOCATIONS 1N JAMBS OTHER. THAN AS LISTS] IN A L B. F— 1 ExTRUDERSfLOR1LAINT. INC. SANFOR3. FL. LD SLIDING GLASS DOOR TAPCON GL.tSS CHART CIVILi---T.S. GA 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37. 000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 ey . GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4J( 17. 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 yy 0%- Z7 0't- SEE NOTES DWG NO: GEN-0453 1 MULLION INSTALLATION u ANCHOR ANCHOR BRACKET TYP.) O WINDOW FRAME SILL 8 SELF TAPPING TYP.) SMS (TYP.) MULLION p a 1-7/8' ANCHOR INSTALLATION BRACKET v ANCHOR TYP.) a MULLION DIE NO. 1447 B.'.'. SUBSTRATE v NAME: MULLION DIE N0. 1447 NC U P 1-7/8" WINDOW FRAME HEAD 01A TER FILE # 16 a TYP.) v SECTION B-B 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 WINDOWS HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. I w 2) IN MASONRY CONSTRUCTION, 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 JAMBS. j. FCOjENER'AL ALUMINUM CORP. CARROLLTON, TEXAS f ORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 O R E E V A T I O N. AREM ---- DRN+ BB APRVD+---- D''TE'3/17/02EXTERI i % =' SCALES MAT4 DVG N6 E 3.•'u vTiiT ---- HALF ---- G N-oa53 r''{"`'PRrpARC O.V'TV pRODI1CT TCCNr4M067 CORP. 250 INTCRNATIONAL PKVN.• NCAT/WOV. FLORIDA 32746 PIOW 407-005-0365 FAX 407-W5-03" GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM 64 tl FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020040 12Jan-2002 01-1201 Aa, jI A.r„ •. ':`'ice•• r DwG rio: d-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MVLLIVIll DIE NO. 1448 SECTION A- A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 SUBSTRATE A A SECTION B- B Y i B CENTS FLORIDA B. O. Aoo - B MANUFACTUR ER NAME o - EXTERIOR ELEVATION NOTES: MASTER FEE # 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. CARROLLTON.' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 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 NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MINI. EMBEDMENT INTO WOOD AREA. _ -- _ DRN: JS APRw: _ _ _ _ DATE: 3/1 7 /L , FRAMING. I wT/FT: _ _ _ _ SCALE: HALF I MAIL: — _ _ _ Dwc NO: GEr —I_-_7 PREPAPED BY: PRODUCT TEChNMOCT CORP.. 250 WTERNATIONAL PKWT, hEATNROYI, iL0R10A 327A6 PNOnE 407-605-0365 FAA -07-l.5-CHA . 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 V 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN 02 HEATHROW, FLORIDA 32746 1 PHONE 407 805-0365 / FAX 407 8054366 01- GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 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 8 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 4 It TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857D Address 1 VENETIAN BAY Address 2 LOT 43 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TP/ 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer. Seal Date:, 10-Jul-03 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only It depicted wfth a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set. Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings Truss ID: H1 EJ7 CA CJ3 CJ5 R-1 R-2 R3 R-4 R-5 R-6 R7 R-8 R-10 R-11 R-12 R-14 R-15 R-16(2PLY) R-17 R-18 R-19 R-20 R22 R-23 R-24 V1 V2 V3 V4 vs V6 V7 33 Plus Standard Details PLO' Professional Engineering Certificate of Authorization 09218 as required by Florida Statutes Chapter 471.023. Board of Professional Engineers MRq'-,.,,,, N' No. 4 704 . o'• STAT t OF •'Q F a,,• Al I S:voe:031Z2re52D1Z2fe57L t2 0 60 VaREy name rAr .En.e 8 D.0 r a+ rs Da A yr a+n.Ae SMYTH LUMPIER GO. ROOF TRU55 OIV610N 2722 ciOUTH APOPKA DLVD APOPKA, FL. 32703 407) 2gq — 1522 FAX (407) 29q — gt53 Enpeecrinq Gcrtif sate Of Authorization # g218 NOTES : g a n ne mere ¢eraeernY TO reVOPYfraMA"Man n " M, r+ reYH CCMT AEAMr r6D W ola+'f Ara De" Nrpn r02ggac-^ n:`+arl AV*" FrM Wrra> s) ,LV.e PRT V 0.1E O 2) Mrj-X5 LV T NOT VE OJr Dr AI.TMW N ANV •AAV wr1W RIG[ AY,M. M" DY YAYIH rr1JY! C"Ar1Y. 31 rg11Le our AlE air cc A"M Ymtlll ANMT@ATVN 1LL DE lZrNID R KULA(m Al r TCLI r! 0015111C 4) DACMHLCfM OF ANr YIP r W1 Q CCIW p gHWT rent ¢v[r " r ZN Wuon DY eurn+ Its'+ rPI++IV DETAILS: g rs9 r0 ND . eMXLLEI r r0E PL` 6. rA,".Tat" It- Cr Y D•Aaw rUM r0 EIurD.19 MAn+ 1M r6DAYD+ 1 WW15 ¢awls I AuY•.e'+Er11AAi IO7A'1 yAPESVALLEYRALeriw, r DE UMMY CWIP Q IT FEA IO VALLEY M" CVAL•+ r([ ALTEnarE ague maraore 31 ALL vaLM 10 cc Wr.VN `ALLI RALeD DY MLOM q) Arrf11K LDAO aARB rule The Truss Engineers seal, when applied, confirms the placement of the truss framing as 11 relates to the Cuss desgru spedfic for this structure. The truss framing is Oasts upon the Wow of plaru, drawings and speaffrations provided by the bulling design prolesslonat. The building des n professional Ms Mal approval of the tons framin and/or truss placement plan a desgI9n of the temporary, and permanent bracing, fhe diaphragym system, sheaf walls and sirudurafelements to resist lateral loads from wind and/or seismk activity Is the responsibildy of the buildinQ dVipn pmfessbNl. Additional approval by the building William M. Ranierr' PE design professional shall IIICIIId9, bu(no[ be limited to, design loadhg, lengths, profiles, FL Lit. No 42104 pitches and depths. ALL Sore ram —am " , •IA'eaI 1 a1 w rJ,niHJ A6l IZL M.E» rnm ot"Tt x SIMPSON USP uA - SAG HUS26 OR THD2e dD- HHUS2e-2 OR TMM2 0- HHUS2e-2 OR THD2e-2 D- HHUSAa OR THDAa D- HGUS2e-2 OR THOM25-2 0 - HGUS2342 OR THDH2e-2 0- HGUS2e-3 OR THDH2e-7 0- SUt/R210 OR SM210LRi b- HGUS43 OR THDH48 0. THA422 OR MSH422 4)- THAC422 OR USH4221F y. HUC410 OR H0410ff r ZZ1t15/U - ZZ12f5/U - K-1 IM15 UNb MMtNAKtU tKUM LUMHUItK INHUI (LUAU) 6 UIMtKJIUNV.) bUISMIIItU CT IKUJ:) MPM. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 14.31 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 9-4-0 3X8(B5R) 1.4.0 ty UAIC— UAV— 2X4 III 3X6(A1) 1-4-0 Lr 20-0-0 20-0-0 J 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:8 FL 1 R Scale 1875" Ft. YARNING'• fRUSSCS RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO P CRF ORNIXG iHESC FUNCTIOXIS. UNLESS OTHERWISE INDICATED. TOr CHORD SHALL HAVE PROPERLY ATTACHED A G••tM .. rGY % 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-- 8 1 2 1 1 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STR TUR 4L PANELS. ION CHORD SHALL HAVEA PROPERLY ATTACHED RIGID i UC OOT CEILING. t N. 4•j704 ' ROOF TRUSS DIVISION CONTRACTOR. ALPINE ENGINEEREDIMPORiANf'• FURNISH A COPY OF THIS DFOR f0 THE INSTALLATION FROMPRODUCIS. INC SHALL NOT BC RES PO SIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y 7t• 7 BC DL 10.0 PSF DRW SLTUSR352 03042295 SLT-ENG WMR2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH iPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND STATE OF: Q BC LL 0.0 PSFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS OCSIGH CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S PCC IF ICAII0 PUDLISNCD BY iHC AVER CAN FOREST AND PAPER ASSOCIATION) FNO TPI. ALPINEL SEON 133064072991522CONNECTORSAREMADE OF 20GA ASTN A657 GRAD GALY. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS i0 v TOT.LD. 37. 0 PSF FAX: 407.299 9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OX THIS DESIGN• PO SITI0H CONNECTORS PER upY D U R F A C 5 FROM S F DRAWINGS 160 A-2. THE SEAL ON IRIS DRAWING INDICATES ACCCPIARCE OF PROFESSIONAL EXGINEERING YY {" NA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1 .2 CERTIFICATE OF AUTHORIZATION 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 '03 SPACING 24.0" ANSI/TPI 1-1995SECTION2. L61ODlU - L610DIU - K-L 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/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 1.4-0 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 2X4 III 5 X 6 =— 5X6= 3X8% - 2 X 4 III 2.5X4. 6 r— 1 6 5X6s 5X6 3X8= 5X14 = 2-8-0 2.95 2X4 III Zvi 9= r;YA- 7X4 III + 9-4-0 2 X 4 III 3X6(A1) 1.4-0 ti I 19-0-0 _L10.- 19-0-0 _I 11-6-0 28-6-0 I 40-0-0 Over 2 Supports ' I R=1561 U=481 W=8' R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. NARIII NG" TRUSSES REQUIRE EITREMC CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. R,qy T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 2BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ y I NSIITUIE. 5B3 D'ONOFRIO OR.. SUIT[ 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERF ORHING THE SC FUNCTIONS. UNLESS Of HCRWISE IRDICA TCD. lOr CHORD SHALL HAVE PROPERLY ATTACHED pt IFI••• IG V J' C T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 S M YTH LUMBER CO. STRUCTURAL PANICS. BOffOM CHORD SHAH HAVE A PROPERTY ATTACHED RIGID CEILING. 1 N0.42704IHPORTANT•• FURNISH A COY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 03042296ROOFTRUSSDIVISIONPRODUCTS. INC. SHAH NOT BE NESPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR ti2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t STATE OF BC LL 0.0 PSF APOPKA. FL 32703 ao7.2s91522 BRACIIIG OF TRUSSES. fH15 DE 51611 CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIOIIAL DESIGN SP EC IF ICAf ION PUBLISHED BY TNT AM TIT IC AN FOREST AND P4PER ASSOCIATION) AND IP 1. ALPINE ram fSy CONNCC TORS AR( HAD[ OF 20GA AS TM A653 GRAD GALV. ST C EL. EIC EPi AS NOTED. APPLY CONNECTORS TO O R`OP TOT. LID. 37.0 PSF SEON 27039 FAIL: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC. 1.25 FROM SFDRAWINGS160A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IHC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A00 USE OF THIS SPACING 24.0" CERTIFICATE OF AUTHORIZATION #92 1 S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESSONSIBILITYNOF THE BUILDING DESIGNER. PER FPb 11 '03 ANSI/lPl 1-1995 SECTION 2 A L L1tf5/U - M tS5/U - K-3) IHIS UMG PKtPAKtU FRUM LUMPUILM INPUI (LUAUb 5 UIMLN5IUK) SUtlMIIItU UT IKUJJ MtK TOP CHORD 2x4 SP #2 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8= 5X6= 9-4-0 2X4 III 3X10 F1 2X4 III 3X6 (Al) 1.4.0 r 1-4-0 r lc 17-0-0 _I_ 6-0-0 _1_ 28-6-0 17-0-0 I 11-6-0 CE 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING RCFER 10 HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSIITU I(. SBO D'OA FRIG DR., SUITE 100. MAD ISON. YI 5D719), FOR SAFETY PR ACTIC[S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STq UCTUR AL PANELS. BOTTOM CHORD SHALL HAVE A PAOPERLY AIiAC HCD RIGID CEILING. IMPORTANI" 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 THC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AR'MADE OF 20GA ASTA653 GRAD GAIY. STEEL, [ICEPi AS NOTED. APPLYCONNCCi0R5 TO EACH FACE OF TRUSS. AND UNLESS 0 HENN SC LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA 11FI •'.'•, v 1', GNo. 42704 3 7N - t f STATE OF 1Q : f e .,O R1• s/ONAf`° T C T C BC BC T 0 T L L D L DL LL L D . 20.0 7.0 1D.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2 S MYTH LUMBER CO. ROOF TRUSS DrvISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299. 1 522 FAx: 407. 29991 53 DATE 0 2 1 1 0 3 DRW SLTUSR352 03042297 SLT-ENG WMR S E O N 27041 D U R f A C . 1 .2 5F R O M SF PROFESSIONAL ENGINEERINGCERIIFICATEOFAUTHOREZATION#9218 DRAWINGS 160 A,2. IN'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE S P. HSIBII ITV SOLELY FOR THC TR U55 COMPONENT DESIGN SHOWN THE SUIT AGILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2 Feb 11 ' 03 SPACING 24.0" cL1T3J1U - K-v) I M13 UMU FKtrAKtu rKUPI LVPIFUICM INFU I LLVAU3 & UI Plt M3IVR3) 3UOPIIIItU 01 1KUaa nrM. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18' DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8a 120 MPH WIND, 13.07 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4III 5X6= 9- 4-0 3X8( B5R) 2X4III 3X12a 14- 2-0 OPTIONAL INTERIOR BEARING 1- 4-0 1.4.0 IE 15-0-0 _I_ 10-0-0 _1_ 15-0-0 I ff 11-6-0 28-6-0 40- 0-0 Over 2 or 3 Supports R= 1561 U=486 W=8" R- 2272 U-614 W-4" R= 1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:2 !FL 1 R - Scale=.1875" Ft. WARM I FIG •' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 4 BRACING. RCFERTOHID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I IISTI IUT E. $63 D'OIIOFPIO DR., SUIiC I00. MADISON, WI 53719). FOR SAF CTY PRACTIC[5 PRIOR TO ........ F! '• / P CRF ORM I PIG 1HE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAY PROPERLY ATTAC ACHE t ( .•. (` T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 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 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No 42704 BC DL 10.0 PSF DRW SLTUSR352 03042274 PRODUCTS. INC. SHALL NOT BE RESPONSIB LC FOR ANY OE VIATION FROM THIS DESIGN: AM FAILURE i0 2722 SouTH APOPKA OLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND = ! BC LL 0.0 PSF SLT-ENG WMR ^ APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / 407-299. 1 522 "(CIF IC ATION PUBLISHED BY THE AMERICAN FOR CST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AR MAD[ OF 20GA ASTM A653 GRAD GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO O R1Q a TOT. L D . 3 7.0 P S F S EON - 40502 FAx: 407. 2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER%"•••....•'• `_ PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ue RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHD USC OF THIS I••^L D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTHOREFATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY •F THE BUILDING DESIGNER. PER Feb1 1 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" I JREF 1SO7352_ O9 cZ16VU - cela5iu - K-5 I1-11> UMG PHtPAHtU CHUM LUMHUItH IMPUI (LUAU) 3 UIMtMJIUNJ) JUUMIIitU UT IMUJJ MtK TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10(F1) sr- 5X8= 2X4111 2.5X4= 120 MPH WIND, 12.57 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. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 5X8= 5X6% 5X6Q 6 r 6 T1 5X12 = 2.5X4 2.95 2-8-0 9-4-0 2X4111- 6X8 2X411I6X10— — 2X4 III 3X6(A1) 1-4-0 1-4-0 ty r 13-0-0 14-0-0 13-0-0 11-6-0 28-6-0 0-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NT 11 IUlE. 583 D'011OFIT0 DR.. SUI IE 100. MADI SON. WI $3i19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOR CHORD SHALL MAY PROPERLY ATTACHED Re-_ I/ pZIFI •' w QC4%•.•i T C T C L L D L 20. 0 7. D P S F P S F R E F R 3 5 2-- 8 1 2 1 5 DATE D 2 1 1 D 3 S MYTH LUMBER CO. STRUC TUR 4L PANELS, BOTTOM fHORD SHALL HAYE A PROPERLY AT iACHCO R1610 CEILING. Q DRW SLTUSR352 03042298 ROOFTRUSSDTVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 a BC DL 10.0 PSF PRODUCTS. INC. SHALL No BE RESPOII TI8 LE FOR ANY DEYI AT ON FROM THIS DCSI GN: ANY FAILURE TO 71 SLT- ENG 41MR 2722 SOUTH APOPKA BLVD. APOPMA, FL 32703 BUILD THE TRUSSES IN CO NFOR MAIICE WITH TPI: OR FABRICATING. H4HDL ING. SHIPPING. III S 14LlING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH 4PPlICABLE PR OVI SIO HS OF NDS (NATION AI DESIGN S R-ySTATE OF BC LL D.D PSF 407. 299-1 522 S PCC IF IC ATI0N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND iPl ALPINE j FAX: 407.2999153 CONNECIO RS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNCC TORS TO C ACH FACE OF TpU55, AND UNLESS OTHERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A ` 4 O R,O V • ° TOT. LD. 37.0 PSF SEON 26905 O U R F A C 1.25 FROM SF DRAWINGS160A,2. THE SEAL 011 THIS DRAPING INDICATES ACCERIANCE OF PROFESSIONAL ENGINEERING t 1VA` PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORVATION N9218 0. ESPONSIBILITv SOLELY FOR THE TRUSS COM PO NENI DESIGN SHOP N. TNC SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Feb 11 ' 03 SPAC I NG 24. 0" LCldtl/U - LL1t95/U - K-0) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :149 2x4 SP #2: 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 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 3X10(F1) 1-4-0 h Inia unu rRCrMMCu rMUll LvrlrUlcm Ilvrui - 120 MPH WIND, 12.07 FT MEAN HGT. ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8- 5X6= 6X6= 5X6= 2.5X4 % 2.5X4 6 r W9 6 A) 2X4 III MO 5X10 = 2-8-0 2.95 2X4 III - 940 2Xd III r,X1n= E v= 2Y41I1 3X6 (Al) 1-4-0 I 11-0-0 ( 18-0-0 _1_ 11-0-0 'I11-6-0 28-6-0 40-0-0 Over 2 Supports ' I R=1561 U=490 W=8" R=1561 U=490 W=8' PLT TYP. Wave TPI-95 R. Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 6 It,TC. SBJ O'ONOFR IO OR., SU ITC 200. MApISO N, WI SJ 719). FOR SAFE TY fRACTIC ES R TOR TO P ERF ORM IIIG THESE FUNCTIONS. UNLESS OTHERNI SE INO ICATCD, fOP CHORD SHALL MA YE fROFER LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FITANY DEVIATION FROMHOTBEOWITHLTPI: PROLDCTHE INC. AIN pZIFI / 04p•• rG , i No•74122704 T C BC D L DL 7 10.0 0 P S F PSF DATE 0 2 1 1 0 3 S MYTH LUMBER CO. RooFTRUSSDIVISION DRW SLTUSR352 03042299 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA.FL 32703 407-299-1522 FAx: 407-299-91 53 BUITOTRUSSESTSCONFORMANCELLOREFABRICATING. HANDLINGS SHIPPING, ANY INSTALLINGEAND- BRACIIIG OF IRUSSES. THIS DESIGN CONFORMS WITX APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLI SHCO BY THE AN ER IC AN FOREST ANp PAPER ASSOCIATION) AND IPI ALPINE CO T`N TORS ARE MADE OF 20GA AS TN A65J GRAD GALV 5TEEL. EXC EPf AS IIOT ED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF ; S, AORIPfQ t A. BC TOT. LL LD. 0.0 37.0 PSF PSF SEON - 27059 OUR F A C . 1 . 2 5 FROM SFPROFESSIONALENGINEERING CERTIFICATE OF AUTHORT7ATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PP.OFESSIONAL ENGINEERING R E SP ON5191L1 TY SOLELY FOR IHC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOP ANY PARTICULAR BUILDING IS THE RESPONSIBILITY IF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. -f fj PPP___ Feb 11 '03 SPACING 24.0" LLlt15/U - LLlUt)tU - K/) A Inn uMU rK[rAllCu rKUn L.UnrUItK IRruI LLUAU3 a ULrICIYa1VK3J 3UDrr1I ICV DI , Uaa nrn. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 11.57 FT MEAN_HGT, ASCE 7-9.8, 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. CALCULATED HORIZONTAL DEFLECTION 15 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED -VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= 9-4-0 3X10(F1) 1.4-0 V A V = 3X6(A1) 1-4.0 ty 9-0-0 2-0-0 9-0-0 11-6-0 14-7-12 1 13-10-4 40-0-0 Over 2 Supports R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. High Stren th Wave TPI-95 R Desi q n Criteria: TPI STD FL BLDG CODE QTY:1 lFL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 7BRACING. REFER TO H10-91 (HANOLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSf ITUfE. SB] D'ONOFR IO DR., SUI TC 200. MADISOM, NI 5]]19). FOR SAFETY PR ACEICES PRIOR 70'(IFIC"•. P CRF ORMIIIG THC SC FUNCTIONS. UNLESS OTHERWISE IHD IC ATED. TOP CHORD SHALL HAT ROPER LY 4fTAC HCD ffg.'s r T C D L 7.0 P S F DATE D 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ( ROOF TRUSS DIVISION "PRIMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.ai%Q4 7S = 4 i* BC DL 10.0 PSF DRW SLTUSR352 03042300 ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C 7C 272250UTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 STATE OF tQ` BC LL 0.0 PSF SLT-ENG /I'JMR APOPKA. FL 32703 BRACING OF TRUSSES TM IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A407299.1522 SPEC " CORNECTONSIARCPMADCSOF0AGA7ASTMM115]AGRAORGSLY- EEL, A 0 XCEPTIASIN0 AND 0' TAPPPI. LYACONNECTORS TO it1LPINE ,•..0_R`Or TOT.LD. 37.0 PSF SEQN - 27035 FAx: 407-299.9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,{Jjf l7f u6 .P1H_ PROFESSIONAL ENGINEERING ORAWIHGS 110 A•2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •N^ DUR. FAX. 1.25 FROM SF R CSPONS IB ILI IY SOLELY FOR THE IR USS COMPON ,NI DC SI GN SHOWN. TMC SO IABIL11 AND USE OF THIS CERTIFICATE OF AUTHOR17AT10N A9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN l/I I I. 1995 SECTION 2. 1 Feb 11 '03 SPACING 24.0" LLldf IIJ - LeldtIlU - K-0) I KIN LINE, rKLVAKLU rKVrl LUnrUICK IKrUI ELVAUJ a UIncRJIVau0nI11cu DI emu aa rir K. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 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. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6III 5X4= 8X8= 5X4= 6X6= 2. 5X4 III 4X6 ( A1) 7X6= 5X4= 5X4 (R) III 7X6= 2.5X4 III 4X6( A1) _ 1- 4-0 _1 1-4.0 t- 22-4-0 r 1_ 7-0-0 _1_ 26-0-0 _I_ 7-0-0 _1 R= 1365 U=414 W=8" 40- 0-0 Over 3 Supports R= 3898 U=1098 W=8" R=904 U=284 W=8" 9- 4-0 PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES PETUIRE CITREMC CARE RI FABRICATION. HANDLING. SHIPPING. INSTALLING AND I C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 8 BRACIIIG. REFER, TO H16-91 (HANDLING INSTALLING AND BRACING). UBLISHCD BY IPI (TRUSS PLATE 18IU IC. SBO D'ONOFRIO DR .. ±UI IC 200. MADISO N, WI 577191. FOR SAFETY PRACTICES PRIOR TO PE ORMIIIG fHESC FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYC PROPERLY ATTACHED t1F1('••,• r"P.':e T C D L 7 . D P S F DATE 0 2 1 1 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PR OPCR PROPERLYATTACHED RIGID CEILING. PRIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 BC DL 10.0 PSF DRW SLTUSR352 03042301 ROOFTRUSSDIVISIONODUCTS. INC. SHALL RIOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM R 2722 SOUTH APOPKA BLvo. BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7{ ; 1 STATE 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 OF LL' i@ S E 0 N 26938 407-299.1 S22 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION1 NOTPI. ALPINE C OPH (TORS ARC MADE OF TOGA ASIN A653 GR AO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Jt`= VVVV O R%O Vv T 0 T L D 37.0 P S F FAX: 407-2999153 EACH FACE OF TRUSS. ARID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A ~'•••'••" DUR JAC. 1.25 FROM SF DRAWIIIGS161A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r NA. PROFESSIONALENGINEERINGRESPOIISIBILITYSOLELYFORTHETRUSSCOMRONCIIiDESIGNSHOWN. THC SUITABILITY AIIO USE OF THIS CERTIFICATE OF AUTTIORIIATION 119218 TFOR ANY COMPONENTBUILDINGIS THE RESPONSIBILITYF THE BUILDING DESIGNER. PER OMPOEFeb 11 'U.f N 1 SCPARTIPARTICULAR SPACING SEE ABOVE V kc4]Oa1U - K-]U) TOP CHORD 2x4 SP #2 :T3 2x6 SP #2:- BOT CHORD 2x4 SP #2 :83 2x4 SP #1 Dense: 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 3X6 (A1) = 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6 (R) III 2X4III 2X4III 6X8= 5X6* T3 5X6 6 r 6 6X10= 2-8-0 9-4-0 1y 6X10= Xd III B3 9X4 III 2X4 III 5X8= 3XG (A1) 4-0 26-0-6 ' 1 t- -0 1 13-0-0 I_ 14-0-0 _i_ 13-0-0 12-7-0 6-10-0 —r 20-7-0 40-0-0 Over 3 Supports R=1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. YARNING•• IgUSSE3 REQUIRE EXTREME CARE III FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RCFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 50] D'OIIOFRIO DR., SUITE 200. MADISON. WI 57/19), FOR SAFETY PRACTICES PRIOR TO LXHAYESA PROPERLYDATTACHEDORIGI0 CEILING, LL MAXPROPERLY ATTACHED STRUCTURAL PANELSFUBOTTOMSCHORDESHAL110 IMPORTANT•• FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROM TOLLNOTBEOWITHETPIORORANFABRAINSTALLINGNYEAIN M A l6tlFl ('•,. f{ G!(g O F j 71 i No.42704 '_ J T C T/l BC L L D L DL 20.0 7. 10.0 D P S F P S F PSF R E F R 3 5 2-- 8 1 2 1 9 DATE 0 2/ 1 1/ D 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03042275 SLT-ENG WMR2722SOLrrMAPOPKABLVD. APOPKA. FL 32703 407.2991522 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES CONFORMANCE FABRICATING, HANDLING. SHIPPING. AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE CROYIS10NS OF NOS (NATIONAL DESIGN SPECIFICATION CUBIISHCD BY fXC AXER IC AN FORE Si AND RAPER ASSDCIAiiOX) AND TPI. ALF IIIC C O 911 CTORS ARE MADE OF 20GA AS IN A65] GOAD GALY. STEEL. EXCE I AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUII AB ILITY AND USE OF THIS L STATE OF Q S y OR10Pftti1 PoNA1` ° BC TOT. LD. LL 0.0 37. 0 PSF PSF SEON 40459 OUR. F A C . 1.25 FROM SF SPACING 24.0" JREF 1S07352_Z09 CERTiFTCATEOFAUTTIORf7AT10N11921ECOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/ IPI 1-1995 SECTION 2. Feb 11 'u LL16!)/U - K-11 I hIJ UMU PKtFAKtU PKUP1 LUMPUItK INPUI LLUAUb B UIMtNJIUNJ) JUUMIIILU UT IKU» MrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :82 2x6 SP SS: 83 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 = 5X6- 3X8= 5X6= 2.5X4 % 2.5X4 W4 G 1- 6X10= 6 82 (A) 2 8 06X10= 9-4-0 3X4= 2X4111 2X4III 2X4III B3 ri 5X10= 2X4III 3X6= 3X6(A1) = 2X4III 3X6(A1) 1 a o 25-9-12 ' 1 h 11-0-0 18-0-0 11-0-0 19-5-0 20-7-0 40-0-0 Over 3 Supports R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING " TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M Q T C L L 20.0 P S F R E F R 3 5 2BRACING. RCF ER TO NIB 91 (H AIIDII MG INSTALLING ANO BR AC INGI, UBU SNCD BY TPI (TRUSS PLATE iT'7/_ I NSTITC, 6B3 D'0 OFRIO DR.. SUITE 200. MADI SO N' RI 637191, FOR SAFETY PPACTI S PRIOR TO 'p'(IFI[ T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3PERFORMINGTHENFUNCTIOIIS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t „'! S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID COILING. _ fG (tl ROOF TRUSS DIVISION * IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED j No.42704 : BC DL 10.0 PSF ONSLTUSR352 03042276 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 1 = 1 2722 SOUTH APOPKA BwO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF 1RUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'Q t STATE OF t BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AHER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE may). t• h CO NTIE C TORS ARE MADE OF 20GA ASTN A663 GRAD GAL'. STEEL. ETCEPT AS NOTED. APPLY CON RECTORS TO V O R O `aI T 0 T . L D . 37.0 PSF S E 0 N - 40461 FAX 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Rp'•N•..••'' PROFESSIONAL ENGINEERING DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOTIAL ENGINEERING SPoNAf` D U R .FAC . 1.25 FROM SF RESPONSIBILITY SOLELY FOR THE TRUSS CO MPONINI DESIGN SHOWN. THE SUITABILITY ACID USE OF THIS CERTIFICATE OF AUTTIORQ/AnON#9218 COMPONENT FOR ANY PARTICULAR BUILD11IG IS THE RESPONSIBILITY QF THE BUILDING DESIGNER. PER Feb 11 'u ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1507352 Z09 LL1O9/U K-lL) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 6X6= 3X8= INia unu rKtrAKtU rKUn LUnrUItK INYUi CLUAU-N N UlntnalVnaJ auDP111ICU D, 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 7 X 6 =— 2X4III 6X6= 9-4-0 1 ,. — I— , ,,, 3X4= — 3X6(A1) 3X6(A1) 1-4yE 25-9-12 _ I ty L 9-0-0 _I_ 22-0-0 _I_ 9-0-0 _I 40-0-0 Over 3 Supports — 1 R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft. YARNING'• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO MIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSIITD TC. 58J D 0%, IO DR.. SUITE 200. MADISON, NI 5JJ 19I. FOR SAFETY FR ACT ICES FR TOR 70 PERFORMING THESE FUNCTIONS. UNL CSS DINERNISE INDICATED. TO CHORD SHALL HAVE PROPERLY ATTACHED RI S-'/,71F1 ••' ••w J- • C 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-- 8 1 2 2 1 DATE D 2/ 1 1/ D 3 t+ S MYTH LUMBER Co. SIR UC TUR AI PANELS. BOTTOM CHORD SHALI HAYF A PR OPEN IY ATTACHED RIGID CEILING. DRW SLTUSR352 03042277ROOFTRUSSDIVISIONIMPORTANT'*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IJO"42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESP0115I8 LE FOP ANY DEVIATION FROM TN lS DESIGN: AMY FAILURE TO 1 i* SLT-ENG WMR2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE 'WITH TPI: ON FORICAXING. HANDLING. SHI PING. INSTALLING AND 7{ r y STATE OF BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION UBLISH ED BY THC ANEP ICAN FOREST AND PACER ASSOCIATION) AND TPI. ALPINE SSA@VVV" SEON 40384407-zss152z FAX: 407.299 9153 CONNECTORS ARE MADE OF 206A ASTM A65J 6RA0 GAIY. SIECL. EiC[Pi AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A `OR10p: V • •••••• S AIAt TOT.LD. 37.0 PSF D U R F A C 1.25 FROM SFDRAWINGS160A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E PROFESSIONAL ENGINEERING RCS DNS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWR. THE SUIIAYILITY AND USE OF THIS F SPACING 24.0" JREF 1SO7352_ZO9CERTIFICATEOFAUTiIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 '0 ANSI/TPI 1-1995 SECTION 2 LC1SJ/U - K-14) IM13 UWU rHCrAHCU rMVPI LVrIVU1LK IHYVI [LVAUJ O UIrIC1YJIVR.3) JVDMIIICU DI inuaa rlrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2x4 (Al) l - 4 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION.MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 0 7— -5.0j I_ 12-7-0 16-2-0 _1_ 8-8-0 5-1-0 _I 21-3-0 Over 2 Supports R=879 U=326 W=8" R=860 U=363 W=4" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:5 FL 1 R - Scale=.3125" Ft. WARII I IIG'• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE i NSTIIUTC. SBJ D'ONOFRIO OR.. SUITE 200, MAGI SO N. WI 5J719). FOR SAFETY PR ACTICCS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAIEO. ToP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOITOH 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 mT pTIFI '•.• lG F ; ' f No.42704 C T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E f R 3 5 2-- 8 1 2 2 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 1 1/ 0 3 DRW SLTUSR352 03042278 S L T - E N G WM R2722SOUTHAPOPKABLvD. APOPKA.FL 32703t. 407-299 1 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ACID PACER ASSOCIATION) AND TPI. AIPIiIf CONNECTORS Aq[ MADE OF 20GA ASTM A65J GRAO GALV, STEEL, CICCPT AS NOIEO A PLY CONNECTORS TO EACH FACE OF INUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSIT1011 CONNCCIONS PER STATE OF f 0 R10 SmNA ° BC TOT L L L D . 0.0 37.0 P S F P S F S E O N 23872 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OFAUT)IORCEATION u9210 DRAWINGS I60 A,I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SPOII S I OIL I T Y SOLELY FOR THE IRUSS COHPONE NT DC SI GN SHOWN. THC SUI TA61 ITY AND USE OF THI5 CO MP III FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Feb 11 '03 SPACING 24.0" JREF 1SO7352_Z09 LII63 I - K-15] TOP CHORD 2x4 SP #2 _ BOT CHORD 2x4 SP #2 :62 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (Al) 1 -4 O J I HI UMU rnCYAKcu rmvn kvrIrVICM lnrvi LLVAVJ a vl,l LlIJlvn Jf J-11I ILu U. ,n u 120 MPH WIND, 11.56 FT MEAN-HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. - DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= 2X4 III 3X8= 2X4 T 2-I2-3 1 0 - 0 III 9-4-0 0.7-0 I_ 9-0-0 I_ 12-3-0 .I ite 12-7-0 8-8-0 21-3-0 Over 2 Supports ' 1 R=854 U=291 W=8' R=800 U=264 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R - Scale=.3125" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 38RACING. REFER TO HIB-9l (HANDLING INSTALLING AHD BRAC111G). PUBLISHED BY TPI (IRUSS PLATE 1 INSTITU IE. SBJ O'ONOFR IO DR .. SUITE 200. NAD ISON, YI SJTl9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T0 CHORD SHALL HAVE PROPERLY ATTACHED,ttIFIC,,: T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING AS/I ROOF TRUSS DIVISION •• IMPORTANT•• FURRISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRVI SLTUSR352 03042279 PR OOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH ITT: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t B C L L O . O P S F S L T - E N G WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DC SIGH CONFORMS YITM APPLICABLE PROVISIONS OF IDS (NATIONAL DE star .q gTATE OF 407.299.1 522 SPECIFICATION UBLISMED BY THE AHER IC AH FONEST AND PAPER AS S OCIA TIO NI AND TPI. ALPINE 3 tP FAR: 407.299.9153 CONIICCTORS ARE HADE OF 20GA AS A65J GA10 GAIY. STCEI. EXCEPT AS NOTED. APPLY CONNECTORS TO AAti @1Op10P `r TOT. LD. 37.0 PSF SEON - 26972 EACH FACE OF IRUSS. AND TINT. CSS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 'ItiR`•..,,,,..r' PROFESSIONAL ENGINEERING DRAWINGS I60 A,2. THE SEAL ON THIS DNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _ SpNNN D U R . F A C . 1 . 25 FROM A F RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SIT IAD IIITY AND USE OF INIS IYYryN {• CERTIFICATE 0FAU7HOR17ATON#92 TO COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 U_ ANSI/TPI 1-1995 SECTION 2. 1 SPACING 24.0" JREF - 1507352_Z09 cu ODYu - K-10(n•LT TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : I ROW @ 4" o.c. USE EOUAL 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 I1, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6X8= T2 3X4= 3X6a 2X4III T 1-2-3 12L-0-0 9-4-0 2X4 (Al) = `-... 1-4-? L` 7-0-0 _1_ T 13-8-0 J 12-7-0 8-1-0 ne 20-8-0 Over 2 Supports R=1407 U=603 W=8" R=1112 U=615 W=4' PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.3125" Ft. WARNING•• M. TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M[ T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 4BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I{'A1/ I MSTI LUTE. SB7 D'OHOFRIO DR .. SUIiE 200. MADITDII, vl SJ719). FOR SAFCTv PRACTICES PR IOA TO- PERfORMIN6 iMCTC FUNCTIONS. UNLESS OTHERWISE IHDICAiEO. TOP CHORD SHALL NAY[ PROPERLY ATTACHED tIFI T C D L 7.0 P S F DATE D 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATT AC NED RIGID CEILING. ROOF TRUSS DIVISION ••TKPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ND.42704 ; BC DL 10.0 PSF DRW SLTUSR352 03042280 PR ODUCTI. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 j j y 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7C )A BC L L 0.0 P S F S L T - E N G /WM R APOPKA. FL 32703 BRACING OF 1RUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYI SIONS OF NDS (NATIONAL DESIGN k STATE OF SPECIFICATION PUBLISHED BY THE AN ICAN FOR CSI AR0 PAPER AT SOC IATI08) AND TPI. ALPINE •.• 407-299-1522 y O R1O lv' CONNECTORS ARE MADE OF ZOGA ASIM A153 GR40 GALY. STEEL. EXCEPT AS TIDIED. APPLY COIIIICCTORS TO TOT. L D. 37.0 P S F S E 0 N - 26974 FAx: 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 SC AI ON THIS DRAWING INDICATES ACCEPTANCE OF ROFESSIOIIAL ENGINEERING s Naf`E ` DUR.FAC. 1.25 FROM SLC R EIPOIIS IBILIIY SOLELY FOR THE TRUSS COMPONCMT DESIGN SHOWN. TNC SUI TABIIIT AND USE OF THIS CERTIFICATE OF AUTHORUATTON tT9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESgONSIBILITY"OF THE BUILDING DESIGNER. PER F e b 11 ANSI/TPT 1-1995 SECTION 2. SPACING SEE ABOVEJ JREF .- 1SO7352_ZO9 L41OOlU - K-1/ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN10o1 FOR MORE REOUIREMENTS. 5X4= I nla U— rn[rnn[U 1-11 LLU-1 a ., - 120 MPH WIND, 10.48 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 5X4 61 6 U 101 1-1 nr n 8-0-0 2X4(A1) = 5X4 m 2X4(A1) 1-4-off 1-4.0j I 10-0-0 _I_ 10-0-0 _I Le 20-0-0 Over Continuous Support — J R=82 PLF U=28 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RCFE1l 10 XIB,91 (HANDLIIG INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATC INSTITUTE. SB7 D'O NOFR IO OR., SUITE 200. MAD ISON, WI 5J119). FOR SAFETY PR ACIICES PRIOR TO PERFOP.N ING THESE FUNCTIONS. UNLESS OiNERNISE INDICATED. TOP CHORD SHALL HAVE PROPER IY 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 NOI BC RESPONSIBLC FOR ANY DEVIATION FROM THIS OE51G11: ANY FAILURE TO BUILD THE TR us IS IN CONF ORHANCE W1 TPI: OR FABRICATING. HANDLING. SHIP ING, INSTALLING AND BRACIIIG OF TRUSSES. IRIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER IC AN FORCST AND PAPER ASSOCIATION) AIID TPI. AL IIIE C01111EC TORS ARE MADE OF 20GA ASIM A65J GRAD GAIV. STEEL. EICEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M M R tIFI i (' j ND.42704 i STATE OF l VVV O Rio. a T C T C BC BC TOT L L D L DL LL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF cPSF P S F R E F R 3 5 2-- 8 1 2 2 5 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. ROOFTRu55Drv1s1oN 2722 Sour" APOPKA BLvo. APOPKA, FL 32703 407.299-1 522 FAIL: 407-2999153 DRW SLTUSR352 03042281 SLT-ENG WMR S E 0 N 23938 DUR.FAC. 1.25 FROM AFPROFESSIONALENGINEERING DR AN INGS I60 A'E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IyNA`•• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. fHC SUITABILITY 4WD USE OF THIS N...11 ('P. SPACING 24.0" JREF 1S07352_Z09CERTIFICATEOFAUiITORPGATION09210ANSECTIOICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PERANSIONECOMPONENT Feb 11 U L4103lu - K-10 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4a 2X4(A1) I ni3 unu rni:rnn[u —vri wv—uicm inrui Li.vnUJ 0 Uinu.dIV—I , I I ,.. 120 MPH WIND, 10.48 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. 2X4 (A1) i-a-off i-o-o I_ 10-0-0 I_ 10-0-0 _I le 20-0-0 Over 2 Support R=823 U=286 W=8" R=800 U=265 W=8" 8-0-0 PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 3125" Ft. YARNING" 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. 181 VD1111I0 OR.. SUITE '00. MADIS011, YI 53719). FOR SAFETY PRACIICES PRIOR TO P CRFORMI IIG THESE FUXCT ION S. UNLC ST OTHCRYI SC INDICATED. TOP CHORD SMALL HAYE FR OPERLY ATTACHED STRUCTURAL FA EIS. BOTTOM CHORD SNAIL HAA PROPERLY ATTACHED RIGID CCIL LNG IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEYIAIION FROM THIS DESIGN: ANY FAILURE TO ZIFI '•• fG r(• f N0.4i%04 i T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 2 6 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03042282 S L T - E N G / 4!M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 FAx079799199240253 BUILD THE TRUSSES IX CONFORMAIICE YIIH IPi, OR FABRICATING. HAND, IIIG. SM IPPIHG. INSTALLING AND BRACING OF IRUISES. THIS DESIGN CONFORMS YIIH APPLICABLEPROVISIONS OF XDS (NATIOIIAI DESIGN TP( CIFICATION PUBIISHCD BY THE AMERICAN FOREST AND PAPER ASSOCIATION) 4N0 TPI. ALPINE CONNECTORS ARC MADE OF ZOGA ASTH A657 GRAD GALY. STEEL. EXCEPT AT NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERupYNA` OF f Yf•.. OR, O'• BC TOT. LD. L L 0.0 37.0 P S F PSF SEQN 27675 OUR F A C . 1.25 FROM A F PROFESSIONAL ENGINEERINGDRAWINGSI60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIIITY 4RD USE OF THIS YY 4 SPACING 24. 0" JREF 1S07352_Z09 CERTIFICATE OFAUTNORI7ATION#9218 COMPONENTFOR ANY 1 NSEPARTICULAR BUILDING IS THE RES.OUSIBILITY•OF THE BUILDING DESIGNER. PER Feb 11 03 LLldn/U - K-IyQ IMIZ) UNU YKtFAKtU hKUM LUMPUItK INYUI (LUAU) a UIMtMJIUNN) ,UtlT9IIItU UT IKUbb PIiK, ATOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (Al) izi 120 MPH WiND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WiND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 2X4s 2X4-0 6 —1 6 8-0-0 rYA 2X4 (Al) a l - 4 0 L, 10-0-0 _I_ 10-0-0 _I LE 20-0-0 Over 2 Supports Bli R=825 U=289 W=8" R=736 U=207 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 3125" Ft. YARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITU iE. SB3 D'OIIOFRIO DR.. SUITE 200. MADISON. VI 53119). FOR SAFETY PRACTICES PRIOR TO THESE FUHCIIONS. UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL HAYS PROPERLY ATTACED M w/•7PERFORMINGcyl•. ( r4l T C T C L L D L 20.0 0 P S F PSF R E F R 3 5 2-- 8 1 2 2 7 DATE O2/11/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03042283ROOFTRUSSDIVISION IMPORTANT•FURNISHA COPYOFTHIS DESIGNi0 THEINSTALLATION CONTRACTOR. ALPINE ENGINEEREDORE o.42704 c BC DL 10.0 PSF fgODUCTS. INC. SHALL NO l BCEPOH SIB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM R 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THC TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSS[S. THIS DESIGN CO NF 0RH5 YI TH APPLICABLE PROVISIONS OF AIDS (NATIONAL DESIGN j6 STATE OF Q` B C L L O . O P S F 407. 299 1522 SPEC IF ICAi10N PUBLISHED BY THE AMEA ICAN FOgCST AND PAPER AS SOC fAiION) ACID TPI. ALPINE CONNECTORS ARE HAD, OF 20GA ASTM A653 GAAO GALY STEEL. EICE 1 NOTED. APPLY COIIHECTORS TO f VVV ` TOT. L D 37.0 P S F S E 0 N 27662 FAX: 407-299-91 53 AS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q RIQ F s NaLE DUR.FAC. 1.25 FROM AF DRAWINGS160A•I. THE SEAL OX THIS DRAWING IEDICAT(S ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R ESPDXSIB ILA TY SOLELY FOR TH[ IA USS COMPONENT DESIGN SHDVN. THE SUII 1l11 AND USE OF THIS CERTIFIGTE OF AUTHORIZATION a9218 FOR ANSCPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 ,U IC1NSponENTI SPACING 24.0" JREF 1507352_Z09 LeIUDIU - K-cul I viz, unu rM[rAM[U rnVrl 6UrIrUILK InrUI µunUO 0 UII-¢naluna) 00019II ICU 01 1nUaa r—. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 5X4= 0-5-3 r 2X4 (Al) 120 MPH WIND. 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-10-0 _I_ 9-2-8 _I 19-0-8 Over 2 Support R=716 U=213 W=6" R=694 U=209 0-8-1 8-0-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:6 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING A11D M M' p T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 8BRACING. REFER TO HIB,91 (HANDLING INS IALLING AND BRACING). PUBU SHED BY ;II (T R USI PLA i[ •4Q'I,'- INITITUIE. SBJ O'0110 FR 10 DR .. SUI TC 200. MADISOx, NI 577191. FOR SAF CTY PRACTICES PRIOR TO jlFlc PERFORMING THESE FUNCfI011S. UNICST OiNCRVITE INpICAiEO. TOP CHORD SNAIL NAPE RROPERLY 4ITACHED 4 9-'-1 T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` J% %%/ ROOF TRUSS DIVISION • IMPORTANT•• FURNISH A COPY OF IH IS DESIGN f0 IHC INSTALLATION CONTRACTOR. ALPINE ENGINEERED t N0.42704 BC DL 10.0 PSF DRVI SLTUSR352 03042284 PRODUCTS, INC. SHALL NOf BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN: ANY FAILURE TO UUATE 2722 5our" APOPNA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANDAPOPKA, FL 32703 BRACING OF fRUSSCS. THIS DCIIGN CONFORMS WITN APPIIC ABLE RROYIIIONS OF NOS (RATIONAL DESIGN BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOR CST AND PAPER ASSOC T AT Ip N) AN0 TPI. ALP)TIE CONNECTORS ARE MADE OF :OGA ASTM A65J GRAD GALT. STEEL. ETCCPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 3 7.0 P S F S E 0 N - 3 6 0 80 FAX: 407-299-9153 EACH FACE OF TPUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERPROFESSIONALENGINEERING DRAWINGS l60A,2.THE•SEAL ONTHISDRAWING 1110ICATES ACCCPTAIICE OFPROFESSIONAL ENGINEERING DUR . FAC . 1.25 FROM AF RC SPONSIBILIfY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUI TABU ITY AND USE OF IN IT CERTIFICATE OF AUTHORIZATION #92 18 ANTICOMPONENTNETIFOR ANYSECTIONCULAP BUILDING IS THE RESNONSIBILITY•OF THE BUILDING DESIGNER. PER Feb 11 03 2. SPACING 24.0" JREF •- 1507352_Z09 e LLltfS/U - Kee) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 6 T lul 0 1u, 2X4 (Al) I_ 2-8-0 _I_ 7-11-0 _I LE 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 1 nla UMv VKCrnKtu rKvn Lunru1CK iRrui LI-VKUa o UuICPa,vnaJ avm-„i ILu 01 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. , DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. T 1-I8-3 ai- 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. YARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR AC IHG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED BY TPI (TRUSS PLAT[ M• Q_ iiA"jr_ T C L L 30.0 P S F R E F R 3 5 2-- 8 1 2 2 9 IHSTI IV iE. SBJTHESED'ONOFRID DR., SUII- SSTE 200. HADISON. YI SO719). FOR SAFETY PRACTICES P TOR TO LL STRUCTURAL PANELS. BOTTOMORMINGSCHORD SHALLHHAVESA PROPERLYDATTACKEDORIGIDRD ACEILING.PROPCRLY ATTACHED IMPORTANTHC.•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED III BU/LDCTMC TRUSSE SAIX C01lF ORMANCELNOTBEOWITHLfPIORORANFABRICATING11HANDLIFROM NGS SNIP ING,AINSTALL INGNY CANDBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (.AIIOIIAL DESIGN SPECIFICAiIOX PUBLISHED BY iHC AMCR ICAX FOREST AXD PAPER ASSOCIATION) AND I"- ALPINE CONNEc 7oRs ApE MADE OF 2"A ASIM A6s3 GRAD GALV. Sf EEL. IC 'T As NOTED. APPLY CONNECTORS ro EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER ZIFI((••• / tr4( sN0.4•2704 { STATE OF tQ` O p%p T C BC BC TOT. D L DL LL L D. 1 5. 10. 0 0. 0 55. 0 0 PSF PSF PSF P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvo. APOPKA. FL 32703 407- 299.1 522 FAx: 407-299-9153 DRW SLTUSR352 03042285 SLT- ENG /WMR S E O N - 18575 D U R F A C . 1.33 FROM A F PROFESSIONALENGINEERINGDRAWINGS I'D A'2. TNC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P ESPONSIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU IiABILITY AND USE OF THIS SPACING 24.0" JREF 1507352_Z09 CERTIFICATEOFAUTHORIZATION#9218 SECTITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Cn5PONENT1FORANYFeb 11 cC UVIJ - K-13 IHIJ UWU PHtFAHtU TKUT9 L.UP1HUItM INYUI (LUAUb N UIPIt NJ1UNZ)) Z UOPI1I ItU OT IMUJJ PIYM. LOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :M1, M2 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 81 PLF at -1.46 to 81 PLF at 11.71 BC From 20 PLF at 0.00 to 20 PLF at 10.17 5X4= 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. L<1-5-OY<1-7-D-DIJ 0.11 1-5.0:J I_ 5-1-0 _I_ 5-1-0 _1 10-2-0 Over 2 Supports R=702 U=376 W=4" R=565 U=278 W=4" Note: All Plates Are W2X4 Except As Shown. PLT TYP. 41ave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10TRUSSESHI9-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIiUTE. 5B3 O'ONOFR IO OR .. SUITE 200. MADISOI WI 57719). FOR SAiCTY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE (NO IC ATED. TOP CHORD SHALL HAYC 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. SNAIL NOT BC RCSPONSIDLE FOR ANY DEUIION FRON THIS DESIGN AIIY FAiLURC TO A IFlcwr,.. Sl_ '1 N0. 42704 S 17 T C L L T C D L BC DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 3 0 S M YTH LUMBER CO. ROOF TRU5SDIVISION DATE D 2/ 1 1/ 0 3 DRW SLTUSR352 03042286 SLT- ENG /WMR 2722 50vrN APOPKA T3LVD. APOPKA. FL 32703 407. 299-1 522 FAX 407-299-91 53 BUILD THC TRUSSES I11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHI PIRG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH A/PLICABLE PROVISIONS OF HIS (NA110NAL DESIGN SPECIFICATION UBLISHED BY THC AM ERICAN FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAT CD ON THIS DESIGN, POSITION CONNECTORS PER 1 J " t STATE OF LQ"• 5.!4 t./. ORiOr.• Q vNAL BC LL TOT . L D . 0. 0 37. 0 PSF P S F S E O N - 23916 DUR . FATE . 1.25 FROM AF PROFESSIONALENGINEERINGCERTIFICATE OF AUi1/ORVATION 09218 DRAWINGS 160 A•2. THE STEAL OX THIS DRAWING INDICATES ACCE TANCE OF PROFESSIONAL ERGINEERIIIG R CSPONSI81LITY SOLELY FOR THE 19..USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF PHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY,OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Feb 11 '03 SPACING SEE ABOVq JREF "- 1S07352_Z09 LClt5nlU - K-e4) TOP CHORD 2x4 SP #2 BOT CHORD 2k4 SP #2 WEBS 2x4 SP #3 3-2-7 4X8= 2.5X4 a I MLJ UNU rH[rHH[U rMvn L.vnrvl[n Inrvl LL.UAUJ a U11IL1401VII a —vru 1.— v. - — 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L,-1.4.8>J-<-1-7-0->j 0 11 1.4.8>J I_ 5-1-8 J_ 5-1-8 J 10-3-0 Over 2 Supports R=504 U=342 W=3.5" R=421 U=273 W=3.5" 3-2-7 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:3 FL 1 R - Scale =.375" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M. R T C L L 20.0 P S F R E f R 3 5 2-- 8 1 2 3 1BRACING. REFER TO HID-91 (HANDLING IIISIALLING AHD BRACING). UBLISHED BY TPI (TRUSS PLATE 1 NSi11U iE. 587 D'OIIOFR IO OR., SUITE 100. HADISON, WI 57719). FOR SAFETY PRACTICES PRIOR TO PERFOPHING THESE FUNCTIOIIS. UNLESS OTHERWISE INDICATED. i0P CHORD SNAIL HAYE PROPERLY ATTACHED ;SIFIC4j.... T C D L 7 . 0 P S F DATE D 2 / 1 1 / D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PRO CRLY ATTACHED RIGID CEILING. A t(AY L ROOF TRUSS DIVISION " IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lHT f N.4Z7 4 BCDL 10.D PSF DRW SLTUSR352 03042287 FR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO = 2722SOUTHAPOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND *• j BC LL D.D PSF SLT-ENG /4JMR APOPKA, FL 32703 BRACING OF Tp USSE S. iHII DESIGN CO XF OR NS WITH APPLICABLE PROVISIONS OF NDS (IIATIOMAI DESIGN STATE OF 407.299 1 522 SPEC IF ICAlION PUBLISHED BY 114E AMERICAX FORESTGALYAIID PAPER ASSOCIATION) AND TPI.. pp ALPINE S. t{,V FAX: 407-2999153 EACHCONNEFACE SOFRTRUSS. AND E MAD OF UNLESS OGA TOTHERWISE ALOCATED ONETHIS EDESIGN. POSITDION CONNECTORSHPER TO •0 TOT . L D. 37.0 P S F S E O N - 27652 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IIID IC ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SPoNA t DUR.fAC. 1.25 FROM SF R C SP IISIBILITY SOLELY FOR THE TRUSS COHFONCNT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS 1, CERTIFICATE OF AUTNORRATION#9218 SII COMPONENT FORANSECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 ASPACING 24.0" JREF - 1507352_Z09 LL107/U - Y1) INIJ UIIU rM[rAK[U rKVn LUnrUICK IRrUI LLUAUJ 6 UInCR]IVRJJ JUDnIIICU DI IMUdJ nrn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 2 X 4 III 2X4 (D1) 12-4-3 2 X 4 III 2-8.0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 120 MPH WIND, 13.16 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 /FL 1 R - Scale =.375" Ft. WARNING- TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDreIND. M M R T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 3 2BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING). PUBLISH EO BY TPI (TRUSS PLATE Rxl- PESTITUTE.183D'ONOFRIO DR .. SUITE 200. MADISDN, NI 53C19). FOR SAFCIY PR ACTICCS PRIOR TOtlFl(+•• RFORMING THESE FUNCTIONS. UNLCSS OTNERNI SC INDICATED. TOP CNORD SHAH MA YE PROPCALY AITACXCD •4TC DL 7.0 PSF DATE 02/11/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 42704 S BC DL 10.0 PSF DRW SLTUSR352 03042288 PRODUCTS. INC. SHALL NOT BE RESPONS ISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORHAIICE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DCSIGII CONFORMS NIIH APPLICABLE PROVISIOIIS OF NOS (NATIONAL DESIGN 't STATE OF jQ BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SP ECIFICATI011 PUBLISHED BY THE AMEBIC AN FOREST AND PAPER As,0CIATION) AND TPI. ALPIRC %... A CO NNECIORS AlE MADE OF 20GA ASIM A653 GRAD GALY. SiFCL, EIC CTT AS NOTED. APPLY CONNECTORS TO VVV O R Q ,r•• TOT. L D . 3 7.0 P S F S E 0 N - 35549 FA)(: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OiH ERWISE LOCATED OH iH IS DESIGN, POSITION CONNECTORS PER ' PROFESSIONAL ENGINEERING DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING sPoNAt DUR.FAC. 1.25 FROM RH R I SPONSI8 IIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOREZATION a92 IS COMPONENT1-1995 SECTION U FORR ANY PARTICULAR BUILDING IS THE RCSPONSIBILITYIDF THE BUILDING DESIGNER, PER Feb 11 'u-i SPACING 24.0" JREF .- 1507352_Z09 tccilsaiu - vc iniz uNu rncrnncu rnun wnrvicn nru. Lwnua a .. ..a7 • ••. •• fOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6F— D1) 11-4-3 2 X 4 III 4-8-0 Over Continuous Su ort R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. - PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 1a OTY:1 FL 1 R - Scale =.375" Ft. MAR NING'• TRUSSES REOUIRE ETTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIB-91 (HANDLING INSTALLING AIID BRACING). PUBIISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF REF R 3 5 2-- 8 1 2 3 3 INSTITUT C. T D'ONOFRIO OR., SUITE 200. MAD ISO N, WI $J 719H FOR SAFETY PRACTICES PRIOR TO P ERFORM It16 THESE FUNCTIONS. UNICSS OTHCRNISE INDICATED. TOf CHORD SHALL HA fROPCRLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORD SHAH HAVE A PpOf[ALY ATTACHED RIGID CCILIN6. IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fpODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, AHY FAILURE TO BUILD THE TRUSSES IN CONE OR NANCE WITH TPI: OR FABR ICAT ING, HANDLING. SHIP( ING. INSTALL IIIG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE SI GII S PCC IF IC ATIOII PUBLISHED BY THE AM ER ICA II FORESTALYAND PAPER ASSOCIATION) AND TPI. ALPINE EACHCFACETOFRTRUSS. ANDEMADEOF2UNLESS0GAASTOTHERWISEALOCATEDONCTHISEL.EDESIGN. POSITICEIANOTEDIONCONNECTORSAPPLYIIPERORSTO CONNPROFESSIONAL Qt IF1 j'• 3 Gv t ND.4Z7047 1 : L STATE OF S k, jQRID T C BC BC TOT D L DL LL L D. 7.0 10.0 0.0 37.0 P S F PSF PSF P S F DATE 0 2 / 1 1 / D 3 S MYTH LUMBER CO. ROOFTRusSDIv151oN 2722 SOLrFH APOPMA BLVD. APOPMAA, FL 32703 407.299.1522 FAR: 407-299,9153 DRVI SLTUSR352 03042289 SLT-ENG WMR S E O N 35552 DUR. FAC. 1.25 FROM RHENGINEERING DRAWINGS 160 A•C. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGDRAWINGSRESPONSIBILIIYSOLELYFOATHE7RUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHIS YY {{- SPACING 24.0" JREF 1507352_Z09CER,nFIUTF.OFAuTHOR17ATTONtt921e BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERCOMPONENTFORANSECTIONANSIJTPIlFe cna57u - vs) FOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 2X4 2X4 III 6 F_ InD1) U. 10-4-3 2 X 4 III 6-8-0 Over Continuous Support_ R=74 PLF U=30 PLF W=6-8-0 i nTJ unv rnc—Ev rmvro wnru,— nr I I „ . ,- 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOF LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 1 R - Scale =.375" Ft. WARN]NG" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AIID BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. SN] O'ONOFRIO ON.. SUITE 200. MADI50N, VI 5J71CC). FOR SAFETY PRACTICES PRIOR 70 PERF ORMIMG THE S[ FU IICI10 S UMLE SS OIHCRVISC INDICATED. TOP CHORD SHALL HArE PR OPER IY A7fAC HEO STRUCTURAL PANELS. BOTTOM CHORD SHAH NA/E A rnorERLr ATTACHED RIGID CC ILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f RODUCIS. INC. SHALL 1107 BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO R,qytlFl '•.• V %'• 222 i No.42704 7f 7 FL 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 DATE 0 2 1 1 0 3 S M YTH LUMBER CO. RooFTRUSSDrvISION DRW SLTUSR352 03042230 SLT-ENG WMR2722SouTTNAPOPKABLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACIIIG OF TRUSSES. IHIS DESIGN CONFORMS WI IH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF ICATI017 PUBLISHED BY THC AMCR IC AN FOR CSi AMD TAPER ASSOCIATION) AND TPI. ALr 111E•'. CONNECTORS ARE HADC OF 20GA AS TM A6IC GRAD 6ALT. STEEL. C[CErT AS NOTED. ArrlY CONNECTORS TO d STATE OF Pl• L:/ R,O•'} Q BC TOT. LL LD. D.D 37.0 PSF PSF SEON 33926 FAX .407.2999?53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERlV M P D U R F A C . 1.25 FROM R H — PROFESSIONAL ENGINEERING CERTIFIGTE OF AUTHORf.AT10N#92113 DRAWINGS 160 AZ. iH[ SE AI ON THIS DR AWING INDICA TES ACCEr TANCE OF PROFESSIONAL ENGINEER IHG RCSPONSIBILITY SOLELY FOR THC TRUSS COMPONENT DCSI GH SHOWN. THC SUITABILITY AND USE OF TNIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES%ONSIBILIIY IOF THE BUILDING DESIGNER, PER ANSE/TPI 1-1995 SECTION 2. Y i•PP__ Feb 11 '0? SPACING 24.0" JREF 1S07352_ZO9 io[-/n iiA ' •' n[n cnnu rnun„—n T—IT /, n.nc r nimrAcTnm:% CIINMiTTrn RV TOIICC MFD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 2 X 4 III 6f D11:: z 9- 4-3 2 X 4 III 2 X 4 III i- r= -8-8-0 Over Continuous Support R= 74 PLF U=32 PLF W=8-8-0 120 MPH WiND, 11.66 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale =.375" Ft. NARNING`• TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B7 O'ONOFR IO DR .. SUIf[ 200. MAD ISOII, vi 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IH[SE FUNCTIONS. UNLESS 0THERWISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•` FUPNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCIS. INC. SHALL NOT BE RCSPONS IBLE FOR ANY OEY IATIDN FROM THIS OESIGN: ANY FAILURE TO ITTTHE TRUSSES IN CONFORMANCE YITX iPl: OR FABRICATING. HANDLING. SHIP LNG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS vliH APPLICABLE PR OYISIOOS OF NOS (NATIONAL DESIGN SPECIFICATION UBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTX A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 1RUSS COMPONENT DESIGN SHOYN. THE SUIiAB ILITY AND USC OF PHIS M M R A7y- j. Fl((,, i Tr .(` j_ No. 42704 1 1 f1 7 9,' ti STATE OF t y O R10 (j V, YNaL `• T C T C BC B L. 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-- 8 1 2 3 5 DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299.1 522 FAX: 407-2999153 PROFESSIONAL ENGINEERING DRW SLTUSR352 03042291 S L T - E N G / 4JM R S E 0 N 35567 DUR. FAC. 1.25 FROM RH SPACING 24.0" JREF 1SO7352_ZO9 CERTIFICATE OF AUTT•ORTTATION#9218 COSTOTENT•FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 '(1 LeltsSlu - V5J TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 f— 5X4= 2X4 III 2X4(D1) 11-4-15 2 X 4 III 2 X 4 III 1— 2-6-8 _i_ 2-0-0 _1 4-6-3 Over Continuous SUDportl R=74 PLF U=40 PLF W=4-6-8 I nl3 URU rntrRKtU rMVFI 6VPIrUICK 11nrUI ELVAU3 a UII-IL"1 LVIIO) 3V019{IICL DI nU33 120 MPH WIND, 12.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M e T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 1 2 3 6BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE l INSTITUTE. 5B3 D'OROFRIO DR.. SUITE 200. MADIS011, vl 57119). FOR SAFETY PRACTICES PRIOR TO PERFORMING IN ESE FUIICIIONS UIIL CSS OTHERWISE INDICATED. TOP CHORD SHALT HA YC PROPERLY ATTACHED l IFI T C D L 7 . 0 P S F DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. SIR UC TURAL PANELS. BOTTOM CNORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS Dm51oN " IMPORTANT" FURNISH A COPY OF THIS DESIGN i0 iX[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N0.42704 :' BC DL 10.0 PSF DRVI SLTUSR352 03042292 PRODUCTS. IIIC. SHALL NOT BE PESPOII SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 j p2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7f j L) C L L 0 . 0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. IH IS DESIGN CONFORMS 11111 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF Q 407-299-1522 SPC.ECIFICATION PUBLISH CD BY 1HC AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE .k A!•LL(V FAX: 407-299-9153 EACHEFACECTORSOFRTRUSS. ANDEHADOF UNLESSOGA TOTHERWISEALOCATED ONCTHISEL.[DESIGN. POSITION CONNECTORS PER TO n` O R,OT•/ TOT . L D. 37 . 0 P S F S E D N - 35570 PROFESSIONAL ENGINEERING DRAWINGS 150 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NA E D U R . F A C . 1 . 25 FROM R H RE S PO NSI If I LITY SOLELY FOR THE TRUSS C0MP0 VENT DESIGN SHOWN. THE SUIIA81LI Ty AND UIE OF THIS CERTIFICATE OF AUTHOR12AT10N N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYIOF THE BUILDING DESIGNER. PER F e b 11 ANSI/TPI 1-1995 SECTION 2. 1 SPACING 24.0" JREF ,- 1S07352_ZO9 LL10D/U - VO TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 6 (— 5X4= 2X4III 2X4III 2X4 (D1) ; IUl 10-4-15 2X4III 2X4III 2X41II 1— 2-6-8 _1_ 4-0-0 _1 6-6-8 Over Continuous Support- R=74 PLF U=31 PLF W=6-6-8 ini3 Onu rKCrAMCu rMv19 LUI-IrUICM u.rUi LLVHUD a VIIIE"JiVil JU01-11I ICU 01 1-- I-rn` 120 MPH WIND, 11.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOF LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a 0TY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 3 7BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R INSTITUTE. 6I D'ONOFRIO OR . SUITE 200. MADISDI- WI 63 719). FOR SAFETY PRACTICES PRIOR TO ( / G T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3PCRFORMINOiH[SE FUN TIONS. UNLESS OTHERWISE INDI CATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED '(1P1 •••.• C' S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `i V IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSS DIVISION PA ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03042293 2722 SOUTH APOPKA BLw. BUILD THE TRUSSES III CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. :HIPPING. INSTALLING AND : l j B C L L 0.0 P S F S L T - E N G / WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS OE516II CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF fSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIA110N) AND iPi ALPINE P'J T 0 T L D. 37.0 P S F S E O N - 35573407299.1 522 CONNECTORS ARE NAOC OF 20 GA ASTM A6TJ GR AO GAIY ST CCL. EXCEPT AS NOTED. APPLY C011 NEC TORS TO FAx: 407-Z999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC AT[D ON THIS DESIGN, POSITIOII CONNECTORS PE _R,O • PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM RH A ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS {• CERTiFlU7E OFAUITIORVAIION Tt921B ; NSI/TPIT1 1996NSECTION C2LAR BU ILOING IS THE RCSPON SIBILITY OF THE DUILOING OC SIGNER. PCR Feb 11 SPACING 24.0" JREF - 1S07352_Z09 ILciuSiu - Vil TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 f5X4= 2X4III 2X4III 2X4 (Dl) 2X4III 2X4III 2X4III I_ 2-6-8 _I_ 6-0-0 _I L-- —8-6-8 Over Continuous Support—B R=74 PLF U=32 PLF W=8-6-8 9-4-15 I NIJ UNU PKt PAKtU rKUM LUMFU ILK INPUI (LVAUJ a UI PIt NJ IUNJ) JUDPIII ItU TIT IMU» PIrH. 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EITREHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBJ O'ONOFRIO DR.. SUITE 200. HAD: SON. YI 5J119). FOR SAFETY PRACTICES PRIOR TO PER FOR RING THESE FUNCIONS UNLESS OTH E0.Y I SC INDIC ATCD. TOP CHORD SHALL HAY[ PROPERLY AfTACHCO l ••'•• ZIFI c" 0, - T C T C L L D L 2 0. 7.0 0 P S F P S F R E F R 3 5 2-- 8 1 2 3 8 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. Be'TIOH CHORD SHALL HAY[ A PROPERLY A7TACHED RIGID CCILIIIG. DRW SLTUSR352 01042234ROOFTRUSSDIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINECNED PRODUCTS. INC SHALL HOf BE RIII'll SIB LE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO f No" 42704 17 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN BPACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF tQ` B C L L 0 0 P S F S L T - E N G / WM R 407-299.1522 By THESPECIFICATIONPUBLISHEDBY THE AMERICA11 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 OR,O[,• v FAX: 407-299 91 53 CONN CTORS ARC MAD[ OF ASTM A65J GRAD GALY, STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AIID UNLESS OI MERVI SE LOCATED ON THIS OESI6N. POSITION CONNECTORS PER n• `• `'• V- A T 0 T L D . 37. 0 P S F S E 0 N 35576 D U R F A C 1 5 FROM R HDRAWINGS1601-2 THE SEAL OII THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CIIGINEERIIIG Y Y PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHOREFATIONs9218 RE SPON SIBILIiY SOLELY FOR THE TRUSS COM PONCMI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1R9SECTIONU FOANYYPARTICULAR BUILDING IS THE RES.ONSIBILIIYIOF THE BUILDING DESIGNER. PER Feb 11 '03 2 SPACING 24. 0" JREF 1507352_1.09 LC10n/U - 4410J/U - HI InLJ UMU rKtrAKLU rMUrl L.UrIrUICM Inrui LLUAUZ, 6 ULrltndlUnZI) 3UD1911ICU DI IRUJJ I'Ir R. TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE 1N ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< I-10-10 -.IF 9-10-13 _ I R=400 U=223 W=8" 10-1 Over 3 Support 1 R1P08 U=182 3-9-14 0 R=329 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG D 19 FL 1 R - Scale =.375" Ft. YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AXO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSiIfUT[. SB7 O'OIIOFRIO DR., SUI TC 200. MADISON. YI 577I9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. URLESS OTHERWISE INDICATED. T01 CHORD SHAH HAYS PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OPER IY Aif ACHED RIG10 CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SXIPPIMG, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSO[IAT ION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS IN A657 ERA GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWI"GS 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1RGINEER IN RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M AI tl l '•. i ND.42704 ' STATE OF O R,OPfa/ p.....•' flPo\ , T C L L T C D L BC DL B C L L TOT. 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-- 8 1 2 3 9 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA_ FL 32703 407 2931 522 FAX: 407.29.9tJ1 53 PROFESSIONAL ENGINEERING DATE 0 2 / 1 1 / 0 3 DRW SLTUSR352 03042302 S L T E N G / 4JM R S E 0 N 2 7 6 3 8 OUR . FAC. 1.25 FROM AF CEIMPTCATEOrAUTHORILATIONTi9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A71S1/ TPI I-1995 SECTION Z. Feb , 11 SPACING SEE ABOVE LLltInlU - LLllin/U - tj/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<i-4-0r— 7-0-12 _ 1 le7-0-0Over 3 Supports Bil R= 363 U=197 W=8' I nra unu rMLrnMCu rMvn Lvnruirm Inrul Lwnua 0 vIr¢nalvna/ auvl-' LL — —VJJ 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT Ii, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3- 10-3 R= 703 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:17 FL 1 R Scale 375" Ft. YARNING TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TPUSS PLATE IRSIUTC. 587 D'ONOFR IO I, SUI TF 200. MADIS011, YI S7T19). FOR SAFCTv PAAC TIC ES PRIOR TO PERFORXING TMESC FUNCTIONS. UNLESS 01..WISI INDICATED. TOP CHORD SHALT NAVE PRO ERLY ATTACH[D STRUCTURAL PANELS, BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEIIIMG. IMPORTANT•• FURNISH A COPY Of THIS DESIG11 i0 TNF INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pp ODUCTS. 111C. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tIFI ..• rG :• tr! ND. 4.1704 ; y j 1 7f 7C T C L L T C D L B C D L 20. 0 7. 0 10. 0 PSF P S F P S F R E F R 3 5 2-- 8 1 2 4 0 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION D R W SLTUSR 352 03042303 S L T - E N G / WM R 272250LrmAPOPKABLvE). APOPKA. FL 32703 407. 299.1 522 FAx: 407-2999153 BUTTHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAND'.NG. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN COIIFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNICA 1. SPECCOHNECTORSIAREPUTILMADE OF D 20GAT ASIMMA653AGIC NR4 OR GAL V. STEIL. EXCEPTI ASINDIEDNO T APPL YACONL INECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER STATE OF CrQ• A ( p 0 R:Q PI p BC L L TOT . L D. 0. 0 37. 0 P S F P S F S E O N 23924 OUR . FAC . 1.25 FROM AF PROFESSIONALENGINEERINGDRAWINGS Ii0 A,2. THE SEAL OH THIS DRAW "IINDICATES ACCEPT A', CC OF AOFCSSIOIIAL INGINEIRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO M 11. 1HC SU I1A81LI TY AND USE OF THIS NAIL SPACING 24.0" CERTTFIGTE OF AUTHORTIATION U9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. Feb 11 '03 LL12f5/U - LL1C39/U - 1.J1 In1J UMu rncrMMCu rnvn LvnrUICM IITrui LLVXUJ O VInCRJIVPIJJ JULTnIIICU 01 IRUJJ I- R. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6(— 2X4 (A1) Lc1-4-0 1 0." 1-0-0 Over 3 i 0 U 1804 9 48 U=180 R=247 U=275 W=8' 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND RR AC IIIG. RCF E0. TO HI891 (HANDLING INSTALLING AND .RACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 20 D. HAD SO N. YI 5]T19). FOR SAFETY PRACTICES PRIOR TO t IFIr• 'r / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED "'Y SMYTH LUMBER CO. STRUCTURAL PANELS. 80 TTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f4 ROOF TRUSS DIVISION " IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E ND. 42704 ' FR OOUCTS. INC. SHALL NOT BE RE SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA Bwo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND r j APOPKA. FL 32703 BRACING OF TRUSSES. THIS DCSIGII COIIFORMS YI TH APPLICABLE FR OVISIONS OF NDS (NATIONAL DESIGN t STATE OF 407-299.1 522 SPECIFICATI OH PUBLISHED BY THE AMER ICAN FOREST AIID PAPER ASSOCIATION) AIID TPI. ALPINE 1 4 p.fl._ CONN(CTORS ARE MADE OF 20GA ASTM AG53 GRAD GALY. STEEL. EXCEPT AS NOTEDAPPLY CONNECTORS TO O R11 FAX 4074999153 EACH -FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •prN"' ' t+• PROFESSIONAL ENGINEERING DRAWINGS 160 A,E. THE SEAL ON THIS .RAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINECRI.G SNA R ESFONSIBIIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIAB ILL TY AND USE OF THIS CE* nFICAYE OF AUTFiORRATON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb ,11 '03 ANSI/ TPI 1-1995 SECTION 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 OUR. FAC. 1.25 SPACING 24.0" Scale=. 375"/Ft. REF R352--81241 DATE 02/11/03 DR W SLTUSR352 03042304 SLT- ENG WMR SEON 23930 FROM AF LL1037U - L41037U - LJS n..n 1 -1 1, n.nf a ,inuiyTcn QV TDIICC MCD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T147 U=180 1-10-3 g1 0 R=23 U=180 1<1-4.011- 3-0-12-->j 3.0.0 Over 3 SUDDorts R=234 U=180 W=8' 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:6 FL 1 R - Scale =.375" Ft. NA0.NIHG'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING PRIMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUPE TO M. tlFl . q,•.{ 10 F ; t NO.42704 S T C TC. BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 4 2 DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. RooFTRUSSDIVISION DRW SLTUSR352 03042305 S L T - E N G / 4JM R2722SOUTHAPOPKABLVD. APOPKA.FL 32703 407.29 11 522 FAx: 407-29991 59 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS AREMADE OF BY ASTH A65J GRAD GALr. S1ECl. CICEPT AS TIDIED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 STATE OF S it. - O Rf Q ., aV C' sn •• •••tr-` B C T 0 T L L L D . 0 37 0 0 P S F P S F S E Q N 23928 OUR. FAC. 1.25 FROM AF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTTIORVATIDN 09218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CIIGINEERIIIG R ESPONS1B1LI I SOLELY FOR THE TRUSS C0MPON E III DESIGN SHOWN. THC SUITABILITY ANO USE OF TH 15 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. IQpp E F e b 11 ' UJ S PAC I fN G 2 4 L0 n LL1O7/U - L4107/U - UJJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-011. 5-0-12 1` 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:6 FL 1 R - Scale =.375" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 4 3BRACIHG. REFER TO MIB-91 IHANOLING INSTALLING AND BRACING), PUBLISH CD BY TPI (TRUSS PLATE IrE I NSTI IU E. SB7 D'ONOFRIO DR.. SUITE 200. MADISD II. YI 577I9I. f0R SAFETY PRACTICES PRIOR TO PE THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED IFIC,q'• T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l(A •. ROOF TRUSS DIVISION • IHPORiANT•• fURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42%O4 BC DL 10.0 PSF DRW SLTUSR352 03042306 PR ODUCIS. INC SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA IIURE TO y { 12722 SOLTTiE APOPKA BLVD. BUILD THC TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ^ • 7R j ^ BC LL 0.0 PSF SLT-ENG /41MR APOPKA. FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROYISION5 OF NOS (NATIONAL DESIGN 1 . SPECIFICATION PUBLISHED BY IHE AM ERICAM FOREST AHD PAPER ASSTICIAT10 1 AND TP1. ALP IRE s STATE OF , 407.29$-1522 CONNECTORS ARE MAD[ OF 20GA ASTM A657 GRAD GALY STEEL. EIC TIC AS NOTED. AP/lY CONNECTORS TOO R,O f v TOT. LD. 37.0 PSF SEON - 23926 FAX 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •.., n PROFESSIONAL ENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL EIIGINEERING DUR. FAC. 1.25 FROM AF RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATEOFAIfTHOTTIZAT1ONTt92I8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb A11 .. SPACING 24 .0" I ANSI/IPI 1. 1995 SECTION 1. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E_ 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 -L" BRACE • 2) 2X4 -L- BRACE •• 1) 2X6 -L- BRACE • 2) 2X6 'L" BRACE •• GROUP A CROUP B GROUP A GROUP B GROUP A CROUP B GROUP A GROUP B GROUP A GROUP B I 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' I1" It' 3" 13. 1" 13, 5" U ST P F 3 3' 4" 4' 11" 4' 11- 6' 5" 6' 5" 8' 4- 8' 4" 10' 0" 10' 0" IT 1' 13' 1" W O HF 12" 2" 5' 6" IB' 0" l8' 0. 13' 1" STANDARD 3' 3 4' 4' 5' 6- 7' 5" 7' 5" I1' 8 it' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" B' 11" 10' 11" 11' 10" 13, 1" 14' 0" P 2 3' B- 5' it" 6' 4- 7' 0" 7' 6" B' 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" Q D F L STUD 3' 6- 4' 11" 4' I1- 6' 6" 6' 6" B' 4" 8' 9" 10' 2- 10' 2" 13, 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B- 5' B" 7' 7" 7' 7" 8' 9- 8' 9- 11' I1" 11' 11" V l 2 3' I1- 6' 9- 6' 11" 8' 0" 8' 2' 9' 6" 9' 9" 12' 6" 12' I1- 14' 0" 14' 0" E— U S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9 6" 12' 3" 12' 3" 1 14' 0- 14' 0" w Q H F STUD 3' 10" 5' 11- 5' 11" 7' 10" 7' 10" 9' 6' 9' 6" 12' 3" 12' 3- 14' 0" 14' 0" STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9- 9' 1" 9' l" 10' 6" 10' 6" 14' 0- 14' 0- I 4' 3" 6' 9- 7' 3- B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4' 2" 6' 9" 7' 3- 8' 0- 8' 7" 9' B" 10' 3" 12' 6" IT 6" 14' 0" 14' 0" co N3 4' 0- 6' 2- 6' 2- B' O" 6' 1- 9' 6- 10' 0" 12. 6" 12' 7" 14' 0" 14. 0" DFL STUD 4' 0" 6' 1" 6' I- 8' 0- B' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' II" 5' 3- 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10, 9" 10' 9" 14' 0" 14' 0" l 2 4' 4" 7' 5" 7' 7" B' 9- 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2- 6' 11" 6' 11' B' 9'. 8' 9" 10' 6" 10' 8" 13 !0' 13' 10- 14' 0" 14' 0" O H F STUD 4' 2- 6' 11" 6' 11" 8' 9- 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' It- 7' 10- 7' 10" 10' 6" 10' 6" 122- 12' 2" 14' 0- 14' 0- 1 4' B" 7' 5" 8' 0" B' 9" 9' 6- 10' 6" 1V 4" 13' 10" 14, 0" 14' 0" 14' 0" Q S P 2 4' 7" 7' S" 8' 0" B' 9- 9' 6 10' 6- 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" N3 4' 5- 7' 1" 7' 1- 8' 9" 9' 3" 10' 6" 1 11' 0" 13' 10" 14' 0- 14' 0" 14' 0- i D F L STUD 4' 5" 7' 0" 1 7' 0' 8' 9" 1 9' 3" 10' 6" 1 11' 0" IT 10" 14' 0" 14' 0" 14' 0- STANDARD 4' 4" 6' 1.. 6' 1" B. 0" 8' 0" 10' 6- 1 10' 9" 12' 5" 1 12' 5- 1 14' 0' 1 14' 0" SYMM 2X4 12N OR BETTER DIAGONAL BRACE OPTION* T VERTICAL LENGTH MAY BE IB" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 8701 BRACE AT EACH END. MAX WEB nV TOTALLENGTHIS14'. 1 2X4 SP OR DF-L 12. •+I• OR BETTER DIAGONAL 1 VERTICAL LENGTH SHOWN BRACE; SINGLE OR 1B" IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT L UPPER END. II ONTINUOUS E CONNECT DIAGONAL AT I 11IJ II REFER TO CHART ABOVE FOR MIDPOINT of VERTICAL WEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEY -FIR 1 2 1STANDARD 2 STUD 3 1 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY - FIR 1 h BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240 PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0' OUTLOORERS WITH 2' 0' OVERHANG. OR 12' PLYWOOD OVERHANG. ATTACH EACH 'L' BRACE WITH 10d NAILS. FOR ( 1) 'L' BRACE: SPACE NAILS AT 2- 0 C. IN IE' END ZONES AND 4' O.0 BETWEEN ZONES. FOR ( 2) 'L' BRACES: SPACE NAILS 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. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0' IX4 OR 2X3 GREATER THAN 4' 0'. BUT LESS THAN 11' 6' 2X4 GREATER THAN 11' 6" 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR II I PEAK, SPLICE, AND HEEL PLATES. 0 r ` I 11- y THIS DRAWING REPLACES DRAWING AI0030E INSJATALLIING ANDRUSSESBRACING, REFERREDUIRE XTO H 0 91TREME R HANDLINGFABRICATING. E ININSTALLINGHANDLING. AND BRACING)• PUBLISHED REF ASCE7-98-CABI2030 BY TPI ( TRUSS PLATE INSTITUTE, 583 D'DNDFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD 1 7[ ;• No. 42704 DATE 09/10/01 SMYTH LUMBER CO. SHALL Hl1i ATTACD RIGID OFCEILING THISDESIGNTOTHE INSTALLATION CONTRACTOR. ALPINE DR{YG A12030EC0901 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, STATE 0 F 2722 SOUTHAPOPKABLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH A EN c APOPKA. FL 32703 407.299- 1 522 t APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 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 EACH FACE OF P`• \{ C TOT. LD. 60 PSF 407-299- 9153TRUSS AND. UNLESS OTHERWISE LOCATED THIS DESIGN, SITION CONNECTORS PER DRAWINGS OA DFORG O 1O FSSjpNAL•,"„`'```` TES ACCEPTANCEPROFESSIONALFS INAL ENGINEER1NG EDPON OIL TYIS COMPONEN TFAX: THE NENTDESIGNSUITABILITYANYSPC COMPON II'I AX. SPACING 24.0 • CEMPROFESSIONAL YFOSSOOWN. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NNlyl q•1 !•'-°_ GABLE DETAIL ASY - l 1 FOR LET -IN VERTICALS CABLE VERTICAL LENGTH TYP. REINFC 11EM CI TR GABLE VERTICAL PLATE SIZES 2 REFER TO ENGINEERED TRUSS DESIGN FOR PEAR. SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: L2*2X4 2X8 VERTICAL LENGTH N, PLATE IF PLATES CHORDS SIZE OVERLAP• BETWEEN LESS THAN 4' 0` 1X4 OR 2X3 2XB GREATER THAN 4' 0", BUT LESS THAN 11' 8' 2X4 2XB GREATER THAN 11' 8" 2 SX4 2 SXB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH 'T' REINFORCING MEMBER WITH HAND DRIVEN NAZIS: IOd COMMON TOENAILS AT 4' O.C. PLUS (a) IBd COMMON TOENAILS IN TOP AND BOTTOM CHORD. ' GUN DRIVEN NAZIS - 0.131' X 3": TOENAILS AT a' O.C. PLUS (a) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0899, A10015EN0899.,A09015EN0699, A08015EN0899, A07015EN0699 A11030EN0899, A10030EN089B, A09030ENO699, A08030EN0899, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAIYINCS A13015EC0801, A120I5EC0901, AII0I5EC0901, A10015EC0901, A085I5EC0901 A13030EC0901, A12030EC0901. A11030EC0901, A10030EC0901. A08530EC0901 SRCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0899. 509015EN0699, S08015EN0699, S07015EN0899 S11030EN0899, 510030EN0899, S09030EN0699, S08030EN0899, 507030EN0899 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE VERTICAL LENGTH WIND zxs 'r' REINFORCING MEMBER zx4 ^r` REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 'L" TO i' REINFORCING MEMBERS, MULTIPLY "f' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 'L' BRACE, CROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI )MIND LOAD. MAXIMUM ALLOWABLE i` REINFORCED CABLE VERTICAL LENGTH IS la' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE IY/ "T" BRAG SPEED AND MRH F' REINF. 1iBR. SIZE SRCCI ASCE 110 MPH IS FT 2x4 10 7. 10 7, 2x8 40 7. 50 7. 110 11PH 30 FT 2x4 10 7. 10 7. 2x8 50 Z 50 7. 100 MPH IS FT 2x4 30 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7, 10 7. 2x6 40 7. 40 7. 90 MPH IS FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x8 30 7. 50 7. BO MPH IS FT 2x4 10 7. 20 7. 2x8 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH IS FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7, 20 9. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" O.C. SP /3 f" REINFORCING MEMBER SIZE = 2X4 T` BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2%4 `L` BRACE LENGTH = 6' 7' MAXIMUM 'F' REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7' 7' 3" LACES DRAWINGS GAB98117 876.719 & HC26294035 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED ar' \r•-,.••••••.,'•I REF LET -IN V E RT BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRID DR., SUITE 200, MADISON, V! 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 01` r .p,IFIC,gT'• f(C •, V DATE 10/24 /O1 S MYTH LUMBER CC). HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH Z 1 DRWG GBLLETIN1001 I'i00F'rRUSS IVISION IMPORTANT•• A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPDNSIHLE FOR ANY DEVIATION FROM THIS NO.42704 7 '_ ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS 7C ;• APDPKA, FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7 407.2831522 pSTMI A653 GAND R4OTGALVPSTCELACxCEPTTON)NOTEDTPAPPLYI ONNDECTOR S TO EACH FACE OF DGA STATE OF TOT. LD. 60 PS(' Fwx: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A• .. R. FAG. ANY PROFESSIONALENGINEERINGDRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE J( P`,• CERTIFICATE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 4 ///••., 0 R1 (('',, 4AX SPACING .24.0" OFAUTHORIZATION0921a! RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 i.._C_A.._"•••'•iww. VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3 5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT ll, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D ' 4-0-0 MAX 12 12 MAX.(— W2X4 IQX4 W2X4 F-8-0-0 MAX- 12 V4X12MAX. 1V1X3 6!- 0-0 WIX3 MAXPACING) W2X4IxWI 16-0-0 MAX IVIX3 12 12 MAX. V4X4 WlX3 IVIX3 6-0-0 W1X3 (MAX SPACING) W2X4 W1X3 WSX4/SPL W1X3 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 W2X4 W4X4 if OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 24" COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) T tTpuluuu7ilu r AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. /// w wA' ry/"- THIS DRAWING REPLACES DRAWING A105 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, ANDINSTALLING BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 4 TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI cTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, G •, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND iOTTOM CHORD C DL 20 15 7 PSF DATE 06/25/99 SHALESMYTHLUMBERCO. CAED RIGID No. 42704 * IMPORTANT;; FURNISHERLY COPY OFCTHISNDESIGN TO THE INSTALLATION CONTRACTOR ALPII$ 9C DL 10 10 10 PSF DRWG VALTRUSS0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 2722 SOUTH APOPKA BLVO. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, c LL D O 0 PSF ENG b1LH/I(ARHANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- _ APOPKA. FL 32703 PROVISIONS STATE OF ' Z 55 APPLICABLE OF 140S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA, Q •• OT. LD. 60 57 PSF ASTH ASS3 GRAD GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FAx: 407.299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED [IN THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O I O P ,• ` PROFESSION AL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CER11FiCATE OF AUTHORIZAFIDN 89218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI I-1993 SECTION 2. F •C•` \ u••E"SSS` DUR.FAC. 1.25/1.331.151.15 SPACING 24" 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 NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. B), (C) MAa HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". COMMON TRUSSES AT 24" OC VALLEY RAFTERS RIDGE 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 3) 16d BOX NAILS D)r(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ["( B) L (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN l.vmmvlN lnul)3C.3 Al 44 UL. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED 16:181iiIi{idN.... TGIC nDA1v kln nDnl .— GIRDER YARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM N/ tv••SIFICgT• T4C LL 30 py DL 20 30 l5 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99SMYTHLUMBERCO. CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR f-- v •••• BC L 10 10 10 PSF DRWGROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvo. 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, Z p • VALCONVF0699 HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH NO. 42704 B 0 0 0 PSF ENG MLH/KAR APOPKA, FL 32703 407.299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA TOT.=LD. 60 57 PSF55 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 O STATE OF 1.25/1.33 1.15 1.15PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE O •.C. C/ CERTIFICATE OF AUTHORIZATION N921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER• PER ANSI/TPI 1-1995 SECTION 2. 4 OP••• j O CING SEE ABOVE TOP CHORD 2X4 N2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 N3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED. PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT 11, 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. Iqv — -- 1 vi= , w M J IrI_J-:i:1-:1 t oK C C C C C C C i-mil 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 x4 "P" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER. OR BETTER, AND 807. 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 80% LENGTH OF WEB MEMBER. ATTACH WITH I6d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS 00 o 0 0 o u o 0 0 0 o 00 o 0 0 o c o 2 O O O O 8 1/4" ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. +1'.1+!II "ii v WING REPLACES DRAWINGS 634,016 634.017 & 847.045S!1 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Qa\`' Iy/ MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLAT[ INSTITUTE, 593 D'ONOFRlO DR., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL yJ `V=IF'•• F q,•, 4/ 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. ATTAFURNISHCACCDPYRIGID V • DRWG PIGBACKB0699iMpORTAROPRLYOFCEILINGDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE 1.33 DUR. FAC. ROOP TRUSS DIVISION 2722 SOUTH APOPKA BLVO. 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, N O.4 2 7 0 4 50 PSF AT EN G D LJ/ KA RHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED THE 25 DUR. FAC. APOPKA. FL 32703 BY 407'2991922 FAx: 407.299-9153 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS N STATE 0 F 47 PSF AT PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A CERY1rtCATE 1.15 DUR. FAG. PRQFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE THISBUILDIN141THEMDESIGnER ACINGg 24.0' Or AVYNORrZATION 921 RESPUIT rI$IIBIL ITYDOFSTHEFG PERNANSI/7 P1 1 1995UILDING NI z• 0_ _ I_ _ S/ ON ...,•'' AI. FILLER• DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. 3X4 WAVE OR 4X8 TRULOX 2X4 WAVE OR 3X6 TRULOX 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 3465# 1791 # 1.5" X 3.5 12 11 1 10 1 9 1 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ 5 MAX 3Xl2,,Tl 3X8 TRULOX 18" ULOXMAX42X8WEDGE«.( 2) 8D NAILS CUT TO F[T4 ADGE aitlul111p11( A DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A •/ q V ' 1/`/ y/ y' \• IFICgT..,Q TC LL - PSF DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER DR1YG BCFILLER0699 CO. HAVE A PROPERLY ATTACHED RIGID CEILING.451 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE G- B DL 10.0 PSF ROOF TRUSS DIVISION 272250tlTHAPOPKABLVO. ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPU OR FABRICATING, ND 4'270L C=_LL - PSF ENG DLJ/KAR APOPnA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST TO`i= LD. PSF 407.299-1522 FAX: 407-2999153 AMERICAN AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASYM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 •% STATE OF FAC 1.0/1. 15/1.25/1.33 PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE i A • CERTIFICATE OF AUTHORIUIlOH r921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P,• l R 1 _ 1,ACING 24.0 tJ INAL STEPDOWN CORNER SET fOP CHORD 2X4 SO. PINE ##2 N, SEE TABLE BELOW FOR HIPJACK GRADE 30T CHORD 2X4 SO. PINE ##2 N WEBS 2X4 SO. PINE #}3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH- SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMA4US 0N TR S i 1 J 5 7 l 2' TYP. OPTIONAL VERTICAL WEB. USE W1. 5X4 AT BOTTOM OF VERTICAL USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ .* (3) 16d TOENAILS J5 ** ** J7 3.00 12* 2. 12 12 W2X4 TO TO s.00 4. 2a , ALTERNATE LOADING 112X4 IY2X5 W3X4 OR TCLL 20 PSF SIMPSON TCDL 20 MAX PSF 3/4" -— BCDL 10 PSF L I I 1' 3' S' 7' *** T 8-10-13 OVER 2 SUPPORTS 1 TOT.LD. 50 MAX PSF R=483p, W=3.50" R=852p, 1Y=3.50' DUR.FAC. 1.25 END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES ti,i. 1•"" aU DRAWING HC11795029 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR, SUITE 200. MADISON, VI. 53719) FOR `• • YIFI •. C ,4(, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v a` Q,. 18 D1, 15 MAX PSF DATE 06 TOP CHORD SHALL HAVE PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` `; •` • •••• v /25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE `i ••; Bl,-L 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENNGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPMA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. : * NO. 42704 [t, IL 0 PSF —ENG SJP/KAR HANDLING. SHIPPING, INSTALLING AND BRACINGofTRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 407-299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT= LD 55 MAX PSF AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Flax: 407-299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• STATE OF DRAWINGS 160 A-2. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONAL2A •• FAC. 1.33 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE •••• ERnPIC n:DFAurHORxxwrroHa921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y O ,• OP.!•• ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i 1 J 5 7 l 2' TYP. OPTIONAL VERTICAL WEB. USE W1. 5X4 AT BOTTOM OF VERTICAL USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ .* (3) 16d TOENAILS J5 ** ** J7 3.00 12* 2. 12 12 W2X4 TO TO s.00 4. 2a , ALTERNATE LOADING 112X4 IY2X5 W3X4 OR TCLL 20 PSF SIMPSON TCDL 20 MAX PSF 3/4" -— BCDL 10 PSF L I I 1' 3' S' 7' *** T 8-10-13 OVER 2 SUPPORTS 1 TOT.LD. 50 MAX PSF R=483p, W=3.50" R=852p, 1Y=3.50' DUR.FAC. 1.25 END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES ti,i. 1•"" aU DRAWING HC11795029 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR, SUITE 200. MADISON, VI. 53719) FOR `• • YIFI •. C ,4(, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v a` Q,. 18 D1, 15 MAX PSF DATE 06 TOP CHORD SHALL HAVE PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` `; •` • •••• v /25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE `i ••; Bl,-L 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENNGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPMA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. : * NO. 42704 [t, IL 0 PSF —ENG SJP/KAR HANDLING. SHIPPING, INSTALLING AND BRACINGofTRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 407-299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT= LD 55 MAX PSF AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Flax: 407-299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• STATE OF DRAWINGS 160 A-2. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONAL2A •• FAC. 1.33 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE •••• ERnPIC n:DFAurHORxxwrroHa921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y O ,• OP.!•• ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED IV -HEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL 1S ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I 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 1 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. s) 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: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH T-BRACE L-BRACE pqr THIS DRAWING REPLACES DRAWING 579.640 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATC INSTITUTE. 583 D'ONDFRIO DR., SUITE 200, MADISON. VI. 53719) FOR Q•'1 IF C' F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONSUNLESSOTHERWISEINDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL r V q j.•. G100 DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. B(I DLIMPORTANT•• 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 DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, A fNO. 42704 • PSF L C DRWG BRCLBSUB0699 2722SOUTTiAPOPKABLVD. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH LL PSF ENG MLH/KAR APOPMA, FL 32703 APPLICABAMERICANLFORESSTPROVISIONSBY THE PAPER TPI• S TO'g LD. PSFASSOCIATION) ANDGNAND ALPINICATIONECONNECTORSHED407.299 1522 ARE MADE OF 20GA ASTn A653 GR40 GAL V. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Jr0••, STATE OF TY F•AC. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE iiO•'.• CERTIFICATE OP AUTHORRATION•921B RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 4 p R1 P'•C FACING