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HomeMy WebLinkAbout101 Calabria Springs Cove - BR03-001864 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS MI5 - WssWwte Dr. Altamonte Springs, FL 32714 407)339-4114 CBC 053044 PHONE NUMBER PROPERTY OWNER ADDRESS PHONNUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE I MISCELLANEOUS CONTRACTOR FEE SUBDIVISION PERMIT # ( 2) - \'H DATE PERMIT DESCRIPTION 7 PERMIT VALUATION - v-A SQUARE FOOTAGE . a Permit # CITY OFSANFORD PERMIT APPLICATION Date: _ Job Address: lA U 1 YJ /' .f " y 7 .1 / 114NNr t r r INAWA// fI/ri%%%Si tstortcDistrict: Zoning: fValue of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Foal Electrical: New Service - # of APS Addition/Alteration Change of Service Temporta y Pole T Mechanical,! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair- Residential or Commercials Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fur other than X) Parcel #: (Attach Proof of Ownership & LegalDescription) Owners Name & Address: Phone: Contractor Name & Address: to License Phone & Fax: Bonding Company: Address Mortgage Lender: Address: Architect/ Engineer Address: Phone: Fax: -- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAI ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restri ons applicable this county, and there may be additional permits required from other governmental R6 tities suchas wat Acceptance of permit is verification that I will notify the owner of the propely"of the requiremcj; of Signature of Owner/Agent Data/ Print Owner/ Agent's Name / Signature of Notary -State of Florida Date Owner/Agent is _ Personal..:;no%%n to Me or Produced ID APPLI(Al ION APPROVED BY: Bldg: _ Zoning: Initial & Date) hiClal l' ondltiOns: _..._.__. in compliance with all applicable laws regulating ICFMEyT MAY RESULT 17\1 YOUR PAYING SULTMITH YOUR LENDER OR A14 that may and in the public records of distni ;s agencies, or fedclM agencies. iv,FS71 . o Jlgn e ofConaactor/Agent Date RT G. DELL RU Print Contractor . Agent's Name Signature of No n--State of Flonda Date Contractor/Agt-.: _ Personal.. Known to Me or Product .. Initial & Date) FD: Initial & Date) ( InAfial & Wit MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 bonded Tbru Notary Public Underwriters City Of Sanford Electrical Permit Application Permit Number: 03 -1864 Date: 05/30/03 The undersigned herby applies for a permit to install the following electrical: Owner's Name: Beazer Homes Address of Job: 101 Calabria Springs Cove Electrical Contractor: D & E Electrical Systems, Inc. Residential: X Non -Residential: Number Amouic Addition, Alteration, Repair (Residential & Non -Residential) New Residential: 150 AMP Service 1 150 AMP New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: 1) 50 AMP T-Pole 1 50 AMP Description of Work: Application Fee: 10.00 TOTAL DUE: Fs.00 By signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature EC0003096 State license Number I CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Date: r The undersigned hereby applies for a permit to install the following plumbing: Owner's Name:f' Address of Job: Plumbing Contn Residential: _)s Non -Residential: Number Amount Addition, Alteration, Re air Residential & Non -Residential New Residential: One Water Closet I 5>a,00 Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: 7, .i-7 By Signing this application I am stating that I am in compliance with CAy of Sonfo ff Plumbing Code. J Aglicayit's Signature 1137 State License Number COUNTY OF SEMINQLE IMPACT FEE STATEMENT ISSUED CITY OF SANFORD STATEMENT NUMBER 103-75487 DATE: MIT CO MBER: BUILDING NUMB ({2TY) UNIT ADDRESS: g\_ju TRAFFI E: JURISDICTIONuO6 TY-OF-SAN D SEC: 30 TWP: \` RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: C\ PLAT BOOK PAGE: c j ~ BLOCK: LOT: ABDRESS: APPLICANT l-- ADDRESS: ILAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction RATE ------`-------FEE---UHIT---_-RATE_-_--PER------#-_&--TYPE-------TOTAL------DUE- FEE BENEFIT TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE ' O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: DATE a NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT. IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CI 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE .AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS QF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SI ATUR ,DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR U PANCf. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENT OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING PPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771R (4V7) 665-7q7% PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O HORTH PARK /\V[NUE SANFORD. FL 32771 PAYMENT~ SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT` OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF AV** SINGLE FAMILY BUILDING 7 RON Y OF SANFORD PERMIT APPLICATION C Date ' - - . _ O Job Address: 10 CaL L ct b r , C&- 6 n ,r', Permit Type: VZ Building Electrical U Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: F Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration Change of Service Temporary Pole TNew AMP Service (#.of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures. Number of Water &. Sewer Drainage Lines Number of Gas Lines Occupancy Type: V Residential Commercial _ Industrial Total Sq Ftg:_a1_ Value of Work: $ Type of Construction: 'Z-;02,C NFU Flood Zone: Number of Stories:_ Number of Dwelling Units: _ e Parcel No.: oc - - ?Q -5 L4 - 0000 - 0 3-1 O (Attach Proof of Ownership & Legal Description) e Owner/Address/Phone:'-)e.Q2.,er - CQ Ne5. (16r. AtS 1NeZ'S'E-,ram r,/Q Contractor/Address/Phone: N-CNp r c.,. -% i, r_ `a' 1}` -3 g- -} 1 State License Number: SAXContactPerson. ern.Phone & Fax Number: 1 tC7 401 - 9cob --[8t Title Holder (If other than Owner): Address: t\] l IS, ° Bonding Company: Address: Mortgage Lender: J Address: Architect/ Engineer e Address:'-1 I r Phone No.: 4AY-7 _ -] q- - Q W3 Fax No.: 4,oq' -7Z LL- - Lt-77 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that.all work will be performed to meet standards of all laws regulating construction in this jurisdiction:`,,` I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. L V` llJr ' 6 -U- Si{gnnature fr/Agent Date Print ent' s Name of Florida DateA.CLARK. Y Com 61271'03 o. CC 850099 Owner/Ag jMer Produced ID Signature f Co tractor/Agent Date CL 46 0 Print or/ gent's Name Y S' aofNotaateofFloridaDateOFFt D. A. CLARK OTARY o MY Comm . 6/27/03 A PUBLICACC850099 1 P all Knox n ther I.D. Contractor/Agentis " Me or Produced ID APPLICATION APPROVED BY:6- Date: ' /--,r - 0 -: Special Conditions: i Permit Number: Prepared By and Return To: Amy Condon, BEAZER HOMES 215 N. Westmonte Drive Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MWAWE aXX OF CIRCUIT CO W BK 04815 PG 0626 CLERK'S # 2003078785 Frn-WED 05/09/2M lls37s39 ill REMINS FEES 6.09 WX0IWD BY M Malden 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. 1. Description of property: Lot Number Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole County, Florida. Street Address 13 I L° «l u b S r C rf 2. General description of improvements: New single family residence 3. , 'C Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 4. Fee Simple TitleHolder: N/A 5. Contractor: Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 6. Surety: N/A 7. Lender: N/A 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13 (1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13 (1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed- -6 -C -3 Signature of Owner's Agent, Amy Condon: r Sworn scribed before me this _day of I a 200-By Amy Condon, who is pers to me. i OF Fto D.A. CLARK CommOraaYoMYCm . EJ2V03 On PUBLIC a o. CC 850099 Y Known I 1 Other I.D. Notary Seal: 10 MAftYANNE MOVISE CLERK OF CIRCUIT COURT SEMINOLE COUNTY, FLORIDA w pM' 1,TY CLFR 9 awl Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL D i• t B. cl fikln OiC C e to ht s sy-r - it bCcie'.r,;res t YY40D, RIDGE;TRI, r 99T. ENE) S`anfo I I91 K First St. d Ff7t. 32tifr $ I'"'i 7 J4 fi-nht'511i5 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0370 Tax District: S1-SANFORQ Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $33,500 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $33,500 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $33,500 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $33,500 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 37 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 33,500.00 $33,500 NOTE: Assessed values shown are NOT cerfified values and therefore are subject to change before being finalized for ad valorem tax purposes. If yourecently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re—web.seminole county—title?PARCEL=3219305 L Y00000... 5/8/2003 LIMITED POWER OF ATTORNEY DATE:_ - I HEREBY NAME AND APPOINT: ANGE.LO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: .. t 6L<; r' FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: _;i C,,C0 - ADDRESS: 10 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR SIGNATURE OF CON CTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: 3 - 5- , , ." BY: MARCCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNT P, I!' OF F,0 D. A. CLARK OTARY o My Comm 27/03PUBLICr cc 850099 a'y Vn— t 1 Omer I.D. NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g a 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 CURVE DELTA ANGLE RADIUS Map OUrVeyTANGENT CHORD CHORD BEARING C 1 11°15'00" 75.00' 14.73' 7.38' 14.70' N 84e41'42"E LINE BEARING DISTANCE L I N 89e45'58-W 50.00' L 2 S 89e40'49"E 45.37' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 S 28 UNDISTURBED BUFFER N n O LOT J7 B- GRADING 9. 117 SO. FT. m U • e; ALANAI Z, nn ; N Z4. . r '^ r yppES F -44 ELEV. AC m 2 v ZITeo STORYRERESIDENCEFIN. FL. ELEV.: S0. 0 y CN C]o 6 N O e Cra J6. 0' w s.o' o LOT 36 CI L2 FD I. R.6 CAP SC LB. 57J8 O O CATCHBASIN REFERENCED SEARING 4— N 89.40'49 W A 954,4 _ CIL CALABRIA SPRINGS COVE AREAS: 50 ' R/ W ) TRACT F DRIVEWAY: 580 SO. FT. PRIVATE ROAD d UTILITY EASEMENT LEAD WALK: 28 SO. FT. SETBACKS: SITE DATA TEE CITYOF SANFORD Front 25' Rear 20' M°ERVIOUS SO. FT.. 26 x Side 75 ' Corner 25' FT. LEGAL DESCRPTION' Lot 37. ' CALABRIA COVE IMPERVIOUS AREA - 2.375 S0. FT. according totheplotthereofasrecordedinPlolBook60. Note: Bearinggs shown hereon ore referenced to the CIL at pages8 - 10 of the Pubic Records of Semnde County. Florida. of CALABRfA SPRNGS COVE as being N 89e40'49"W. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X' to the Federal Emergency Management Agency. Letter Map Vertical dotlrrl is based construction by Burkett on NGVD per Engineering Engineering. hc. occordnq ofRevision7LOM4l Case N 96-04- 1 2 'J P. Dated March 19 plans Project No. 9709-3 1. Tiber S. 9 6 Genera! Notes: Legend as Offset 1. This is a BOUNDARY Survey performed in the field on Proposed assumed datum) Temporary Benchmark DR B Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or sow Back of sidewalk pB Plat Book subsurface/aerial encroachments, if any, were located. C/L Centerline PC Point of Curvature PCC. Point of Compound Curvature 3. BuildingtiesShownaretotheexteriorunfinishedfoundationsurfaceorlormboardACentralor (Delta) Angle P.C.P Permanent Control Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved CALC Calculated PG. Page Construction plans provided by the Client unless otherwise noted, and are shown CB CO chord Bearing Chord PR M. Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed CM Concrete Monument PA Property tine temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.B Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation Measured Measured) P.O. C. Point of Commencement Rights -of -- way of record whether depicted or not on this document. No search the FD. Found P. 1, Point of Intersection of Public Records has been made by this office. Fin.Fl Elev. Finished Floor Elevation PRC. Pont of Reverse Curvature PT Point of Tangency 6. The legal description shown hereon is as furnished by client. I P I R. Iron Pipe Iron Rod R Radius 7. Platted and measured distances and directions are the some unless otherwise noted. L Are Length PAD PAD RadialLine e Denotes 94"iron rod with yellow plastic cap marked L84937 or LS3182, or L8 Licensed Business Residence iron rod with red plastic cap marked 'Witness Corner, unless otherwise noted. LS. Land Surveyor RES Residence ight-of- Way TBM Temporary Benchmark O DenotesP.C.P. (Permanent control point) Mee Measured TYR Typical Denotes PermanentReferenceMonumentN/D(N6D) N. R. Nail and Disk Not Radial 41-11- Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without thea store and the original raised seatare.. y of aFloridalicensedSurveyorappsChee6ed6l: OP This survey meets the requireme So/the f/ a Minimum Technical Prepared Fer : BEAZER rds as contained i Chap 1G17 lorida Administrative C e. Job N•e6ar : 01-005-02 Seale 1'- 40' Sketch of Legal Description Plot Atae pgfq,.aeed: Iar. e.•• o•ili .' 1 ra Orad W1s1 0. or.dr Th iSisn01OSurveyLayelDa•eriyl;e.: 08-08-01 Ra..Fie7. 6ed Fleer E1er:08-S4.01 William . Herx, P.L.S. Florida Registered nd Surveyor No. 3182eted.l C6e.9ac 04- 8-OJ er. Nor• a 'O'" ia. : OS-06.03 DaraeL.Prramieniecki,P.S.M.Regisfered rveyorandMepperNo.8030 a•.dalie. S•rrey: WilliamR. Herx, P.S.M. Registered Surveyor andMapperNo. 6092 F;.el S•rrey: Herx 6AssociatesInc., State of Florida LS4937 REV LE (5- cNr/ SYMBOL DT.+GRIF'f'!CNN 8' cMU h. L W OJ -5 ROO FlCOM FOOTING P TO TIE MAN 2. FRAI f MALL E03REHM 2, INTERIOR BEARMI6 M-#e KA" PLANT SrCLF AT D'-4- AFf. N.IN.0) 1. ALL EXTERIOR KIW.S ARE OE516NEV FOR SHEAR RESISTANCE 2 ALL INTERIOR BEARM6 2x FRAME KRILL STUDS Ib' CC Nx0 ) 3. ALL INTERIOR NON -LOAD BE.ARUN6 2x FRAFE AALL 5T.D5 24- Of. (UNO) EL NTERIOR ELEVATION DETAIL5 4lsT'U (ELEVATION 40. OVER 5HEET NUMBER) HEADER 5GHEDULE rEAOER NO. OESGRIFT70N OOBLE 2x12 W I/2' FLITLM PLATEH1DR.1 NAILED W IOd f 12. O.L. THO ROW 5TA66ERED 4AELENAD 2Wx10 W I/2' FLITLM PLATEN104 • 12. OL. TY4O R016 STA66ERE0 DOUBLE 2X0 W V2' FLITCH PLATE NAILED W 10d 0 12' O.G. THO ROI,* 5TA66EREP 2xb W 1/2' FLITCH PLATE E)OOLBLF NAILED W 104 0 !2" OL. TFIO ROVO 57AACERED PRECAST LINTEL W 45 DIA BAR(5) L • NO. G.ETTEW SEE LINTEL SLHELI4.E'LD-LS') RECESSED PRE -CAST LINTEL W 9 VIA BAR(5) M - No. LCTTM SEE LINTEL SUEDLIE YA-L51) lam!! ND01^1 5GHEDULE MA50NRY CON5TRUGTION CALL 51ZE WIDOh SIZE CAL 512E WMDOHI 5RE 5H 12 14 1/6'176' SM a3 31143b 3/6, SH 17 e4 U8',55 S/D" SH 24 371x50 5/6, 5H 14 14 V8'xS0 5U0' 5H 24 .5 E 31'X55 5/D' 51, 14 . 5 M V8'x555/8• 5H 2S E ST•x651 SM 15 A V8'x613' SH 26 E SH 16 14 I!8'x72' SH 21 E 1 31'x04' SN IT 14 I/0'x04' SH 0x2b 48'x26' J• 1 H2 2b ;/2'x26' SH 4e,,W 48'x5e 5/6' 5H 1 i45 26 i/7x38 316' SM OA50 40'x50 5/0' SH 1,44 26 I/2'x50 5/0' SH 4Dx55 E 40'x55 518' SH 1 H4 • 5 2b 1,12"65 5/D' SH 4843 E 48"xb3' SH ! H5 26 1/3'x63' SM 49x12 E 46'x72' SIN 1 Hb 26 U7a12' 31 48x94 E 40'x04" 504 I H7 26 121x04' SH 52 SS 4/D'x26' 5H130x26 30 V2•x26' SH 33 SH 30x5D 50 V21x58 5/8' 5H 54 E SS Iro'xSO 5/5, 9" 30,, 50 30 V21X50 Val 5H 34 • 5 E 55 I/8'x55 5/D' 543005 30 V2'x55 5/61 SH 55 E 55 I/W.W 51, 50x65 E 50 V2"x651 5" 5" 50. 72 E 90 Irl'x'12' 5M T f 55 1/8'x154' 51 30x64 E 5M 22 57•x20' NDTES: E • ! IOILATES w100,6 THAT FEET E6RE55 REC ONIZEKNET5 I. ALL WIWOW RGt,SH OPEN;N65 SMALLBE VER+F!ED BY WINDOW CONTRACTOR F- R; TO CONSTRUCTION, 2. SLO- CONTRACTORS SMALL VERIFY ALL WINDOW ROIKFI OM14IN06 WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF AORK. NOMINAL CALL SIZE - COORS: 51NSLE, POUBLf, AND S. 01.M5 r(IDTH - FEET ------ HEIGHT - FEET XXXg HtDTH - INCHES — — HE16MT - INCHES NOTF 1. ALL INTERIOR DOOR HEIE+IT5 b'-5' N N.0) 2. AL DOOR RA9H OP"tN65 SMALL BE VERIFIED BY DOOR CONTRACTOR Flu TO CONSTRUCTION. 3. 5uB-CONTRACTORS SHALL VERIFY ALL DOOR RODU4 OPENIN65 WITH GENERAL CONTRACTOR PR10R TO COMMENCEMENT OF AORK. GENERAL NOTES I ALL INTERIOR PiMEN510N5 ARE BASED FROM THE OUTER EOOE OF RE POADATION SLAB. 2 ALL SOIL UNMR SLAB AND FOOTI465 SHAI.L BE TREATED FOR TERM!TE5, FINAL EXTERIORTREATMENT OF EW,LOINO 5W l- BE IN ACCORDANCE WITH THE FBI- 2001 EDITION SECTION 016, 104.2 b. AND ICA 2' 7. A PERMANENT 5!5N OF THZ TERMITE TREATMENT A•D THE PROYID£R SHALL EE POSTED, 3, ALL RZINFORCI iS STEEL LAPS SWiL BE 40 BAR DAMETER FL'.R 4 CONLRET£ FOR SLAB AND FOOTERS SHALL HAVE A MIN, COMPRESSIVE STRENS'H OF 2500 P51 AT 28 DAY5. 5. CONCRETE !6ROJT,% FOR LINTELS ANO FLLEO C.EL15 SHALL HAT A M!R COMPR.55VE 9TRE'r6TH 3000 P51 AT 26 CAT$ b. MORTAR SMALL BE TYPE 5. REINFORCiN6 STEEL SHALL BE KK OF SKADE - STAIR GALOUL'ATIONS GALGULATED TOTAL HE16HT: 10'-b 3/4' TOTAL NUMBER OF Rl5ER5: 11 GALGULATF Rt5ER HE16H7 T-11,lb' GALGULATED TREAD: W- 7/b` r NO5tN6 T fP. 20'x201 CHU COLUMN 24'x24' CHU. BASE G it INtaED FL." iOR 2._O. COLUMN DETAIL 5GALE 1/4" _ I -O t 25;& P", f • 224b PF,F 2T2b F5F -2516 FSF L-OfU i-, r L-t31G,7 2454 FSF 32D, PSF 12'- O" L440 J 5H , rIIr- 41 FLAT PAMILY ROOM Z r 4 L. i a Z mm i mm i 1 NnINNC) C7 I F I2: J"+ tfLJ" (. MIVJLmn 24'x24' CM). BASE 2" 2' 12-'YP1GALi22X PSF 340 P' .24 b9 F:F 27_X' P' I .2b r: P5F 32311: FllF K T T LOGR c AN mZ y m m o Q a3pso y7V4 1'"VO Zyy xO a F COCpgKZ'ot oIr/y y jW W,RZZHCJ asmoj9C HGFoglaCoMC2 G m 1 zwo o N sue: W Wizc % Z20 d, 01 C Fctaz Z o F, yNV1 1 G W G- H w a r) Q L o- HL i chocked by. CIF Tate 4/24/ 03 VRR/CANr l' e-. 24 x36" Fla, 5CALE ENGINEERING Scaw II° XmHALF SCALE 15: FLOOR PLA4 rx4't: T• s-9mtlf rw: rK`l t+..x.n ram. xx rra n'awn[ snesns a zw c•.w no. ws .. acs4a, kL{ L: M ni CN ilC $tF1NG %) T NFC XL lL C% MP 3 '? N'2 T Y"N' "24 PIDLI'K1 Il. L'F TW F .`R!^A 3'., L tG TUNE m u r F" LEGEND Srh Ol DESCRIPTION 2x FR4rE KV.L 2. XTMOR EEARMG FRAME HULL NOTES. 1. ALL EXTERIOR HALLS ARE DES`CAEV FOR SHEAR RE5151ANCE 2 ALL INTERIOR BEARING 2x FRAME HAIL STAS Ib' OC. NI 2 ALL INTERIOR "-LOAD BEARING 2x FRAME YO L 5TL05 24' OL N.N.OJ EL. h- INTERIOR ELEVATION DETAIL5 T' 'ELEVATIONN NO. OVER SHEETNBER) HEADER SCHEDULE HEADER ND. DESCRIPTION DOLEiLE 2.12 W 1/2' FUTLH RATEHORINAILEDH/ lod a 12. O.L.. THO ROH5 5TA56ERED DOABLE 2x10 . 1/2' FLITCH PLATE NAILED W i00 a 12' O.L. T)W ROHS 5TA60ERE0 D0.8LE 2.,D + /III FLITCH RATE NAILED r IOd a f2. OL. TTIO R6l STAGGERED POLVI E 2.6 W U2• FLITCH HATE NAILED / 100 a 12" O.L. THO RI STAGGERED W NDO1 l SCHEDULE FRAhE CONSTRUCTION CALL SIZE HNPOH Siff CALL SIZE HNDOH 512E 514 300 E 36'X56" hR 4040 E 47x4r 5H 5050 E 36'.b0' MR 4050 E 47'.54• SH 3060E x72' At 5030 E 54105- SH 4044 E 4&7x52• HR "0 E 54'.41- 5H4040E 46".56• MR 5050 E 54'x54' 5H 4050E 49•x60" eft 6050 E V.95' SH 4060 E 46'.77 R 6040 E 711.47' eR 6050E 111,159' NOTES: E a INDICATES YSN00r6 THAT MEET E611ltE55 REOAIREMNET5 I, ALL KNOOH ROUGH OPENINGS SHALL BE VERIFIED BY ANDOH CONTRACTOR PR' I TO CONSTRUCTION, 2. SUB-CONTRACTOR5 SHALL VERIFY ALL HINDOH ROUGH OPENINGS Y41TM 6ENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF KIRK. NOMINAL CALL SIZE - DOORS: 5i145LE, OLUBLE, AND 5LV$N6 WITH - FEET — / — 'EIGHT - FEET X XXX mr,TM - INCHES — — 4E16HT - INLeES I. INTERIOR DOOR eE!6HT5 6'-6' N.N.O,> 2. ALL DOOR ROl OPENfN65 SHALL BE /ER1r ED BY DOOR CONTRACTOR PRIOR TO CONSTRUCTION. 3. SU5-CONTRACTOR5 SMALL VERIFY ALL DOOR RpUGte OF--NIW S Y41TH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF HORY.. Y` M F'5F •27Xi F 25.30 PS` 33.x P5F 5,4 4040 TEW SH 9D50 5N 3050 La` s-w MA5TER BATH M" A°F A3 D' FLAT I I nrL DIj0- 5 IAST RI• 10 9'-S• 2'-II I/2" b - 0) BEDROOM a b K5. 61 FLAT2a2¢ I ® 1 I F 1 1 IIl 1 i 1 1 I vEl 1 aQ v`1 0._4. D'FLAT 1y 51T7INO in r ? a'FLAT r LA n BEDROOM 4 LLB J ARC"-411 FLAT I &'FLAT — — — r 9 As LOFTn a FLAT ` PJGR YfNYL LEOC-FR'i A&AI1,5T FL.XR TRILF6 FOR BRN iW, 7' AIR 4 'n - BA H 3 Z. HANDLER FLAT tlT a1 C AIR nCHASE OPEN TOZ 5H PT 2¢ BELOW O 1 1 wic BEDROOM 5 1 6 FLAT n 1 2¢ POST(5) S2-^'PJ It 5!4 2050 914050 1 5H 2O50 5050 F'XED'F 4050 I MAl I I'* AF.GH HDR-I y 7.5 NO Px,+F •24.70 F5F +75.gc P+F •n. v r r 34. 10 P5F v F'Y -2a,O f 5F 6xb POST— -3240 P'_+F 2-TYP) 24bO F5F 26.&O P5F F t4ZprynSp4ml-uo: XU46 `- ZGi`•xx zz< u t`fz~Ckfrcsicwrvaax O oz`spppya N =pOS V<y4 civz uo v zmNa'os FOSU 5^aY.; o 0 a Ao^ C FzGz7 vi x r r r+•y W ~ v0. 0C>r RR — z70 za 0 z a Eill C E C"4 draw IN, HL... ihn[ -,d 0 vP p // IKKICA E aale 4/24/03 L" 5hee?: HALL SCALE ENC31NEERING 2`6 °'x'` HALF SCALE n. a e.Ie+Ccs.+. az;r rL4S BEN DE',IGNED TG ME x Efc, D ! r MP EC'.hD u;. : V!ND :CF P LPP !4E's DRIDA BUILMN D ew LC SeN D & E Electrical Systems Inc. P.O. Box 520898 Longwood, Fl. 32752-0898 Phone: 260-2062 Fax: 260-2221 June 26, 2003 x O-F uQ 1-t^c Permitting Division To Whom It May Concern: Please cancel the electrical permit (#03-1864). We will not be doing the electrical work in on this house, please remove us from the electrical permit. The job address is 101 Calabria Springs Cove. This is Lot 37 in Calabria Cove. My electrical contractor number is E00003096 Thank you, Scott L. Easterbrook President Signed before me this U''1 day of, 200,31 byan officer of a) r,,E E/e (_4r' ce ('• who is personally known to me / has produced identification. J Print Name (Notary) Signature ( Notary) E"!'- LCCA LOPEZ SiON k CC 942388 Jun 5,2004 3nntceSonding' Inc•ry EC0003096 REVISIONS iPERMIT# lei,, CVDATE6--6 ADDRESS CONTRACTOR PH# qb')- FAX# qc-,-) 3-3-2 DESCPRITION OF REVISION: UTILITIES FIRE an 9 BEAZR w w 'w . c: a z r' r. co t ttJune 6, 2003 City of Sanford Building Dept. Plans Examiner Sanford, Florida To: Building Official, H() MVS GAZER Charles E. Pratt Senior CAD Associate Beazer Homes Orlando 215 N. Westmonte Drive Corporate Office Altamonte Springs, Florida 32714 Bus: 407-339-41 14 x257 cpratt@beazer. com Fax: 407-339-4166 This letter has been attached to confirm that Beazer Homes Corp. is submitting a plan revision for permit #03-1864, lot #37 of Calabria Cove subdivision for a Sutherland FP-44 model. See attached plans: sheets — S-1.0 and CD1. The revision is noted as follows: 1) Mono slab foundation changed to a stem -wall foundation. If there are any questions concerning the plan revision, please contact me as soon as possible. Thank you, Charles Pratt Senior CAD Associate Beazer Homes Corp. 407) 339-4114 ext. 257 407) 339-4166 n\ mBZH Beazer Homes Corp. 215 N. Westmonte Drive / Altamonte Springs, Florida 32714 Phone 407-339-4114 • Fax 407-339-4166 Br-% __. 1-1 () Ni I" S - EAE June 6, 2003 City of Sanford Building Dept. Plans Examiner Sanford, Florida To: Building Official, BE* AZER Charles E. Pratt Senior CAD Associate Beazer Homes Orlando Corporate Office 215 N. Westmonte Drive Bus: 407-339 41 14 x257AltamonteSprings, Florida 32714 Fax: 407-339-4166cpratt@beazer.com This letter has been attached to confirm that Beazer Homes Corp. is submitting a plan revision for permit #03-1864, lot #37 of Calabria Cove subdivision for a Sutherland FP-44 model. See attached plans: sheets — S-1.0 and CD1. The revision is noted as follows: 1) Mono slab foundation changed to a stem -wall foundation. If there are any questions concerning the plan revision, please contact me as soon as possible. Thank you, Charles Pratt Senior CAD Associate Beazer Homes Corp. 407) 339-4114 ext. 257 407)339-4166 Beazer Homes Corp. 215 N. Westmonte Drive / Altamonte Springs, Florida 32714 Phone 407-339-4114 • Fax 407-339-4166 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 101 CALABRIA SPRINGS COVE for which permit 03-00001864 has heretofore been issued on 5 21 03 has been completed according to plans and specifications filed in the office of the Buildin Officia prior to the issuance of said building permit, to wit as complies with all the building, plumbing, elec ricM., zonin4 and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No _ DATE APPROVAL DATE APPROVAL BUILDING: < FIRE: _ Finaled : Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In I -)Vex Lines In Meter Sewer Set Tap Reclaimed Water Street Drainage , `j i,J-' Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6 02 03 20.00 01-APPLCTN FEE -ELECTRIC 6/27/03 20.00 01-APPLCTN FEE -BUILDING 5/21/03 10.00 01-APPLCTN FEE -MECHANIC 7/17/03 10.00 01-APPLCTN FEE -PLUMBING 5/22/03 10.00 01-PLANS - EXTRA SETS 5/21/03 36.00 02-ENGNG DEVLPMT FEES 5/21/03 10.00 01-FIRE IMPACT - RESIDENT 5/21/03 59.27 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 101 CALABRIA SPRINGS COVE for which permit 03-00001864 has heretofore been issued on 5 21 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-LIBRARY IMPACT FEE 5/21/03 54.00 01-OPEN SPACE 5/21/03 279.61 01-PLAN ALTERA`rIONS 6/10/03 35.00 01-POLICE IMPACT - RESID 5/21/03 91.93 01-RADON GAS TAX FEE 5/21/03 15.46 01-ROAD IMPACT FEES 5/21/03 847.00 01-RECOVERY FD/CERT. PGM. 5/21/03 15.46 01-SCHOOL IMPACT FEE 5/21/03 1384.00 WD IMPACT:SINGLE FAMILY 5/21/03 650.00 SD IMPACT:SINGLE FAMILY 5/21/03 1700.00 tt T)atn ry'v -- 60 oz-"/,P- MIS • 6 Fema Rec ' d r Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE' -- PERMIT #C ADDRESS 1 SUBDIVISIO,Nz CONTRACTOR' i The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciate a final inspection of the site by your department. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering_`._{=, Public Works Utilities Conditions: (to be completed only it approval is conditional) Fema Rec'd Slab Rec'd _ Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE - PERMIT #O ADDRESS SUBDIVISION g4ks L` \,-O,. 1 CONTRACTOR The Building Division has received a request for a find ,inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering r ublic Workst.yx.ri 'fJ Utilities Conditions. (to be completed only if approval is conditional) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE - ' 4 v PERMIT #C: r l \ ADDRESS SUBDIVISIO i The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Wor s i tilities Conditions: (to be completed only if approval is conditional) 4 -- A Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788,8762 (fax) September 22, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 37 Calabria Cove 101 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 101 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 37, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, 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, HWIRA Associates Inc. h at William A. Herx, PLS Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSUWCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Danes 1- 7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 101 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 37, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#) NAD 1927 Z NAD 1983 USGS Quad Map Other. PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP COMMUNITYNAME & COMMUNITY NUMBER 82. COUNTY NAME I A lt CITY OF SANFORD / 120294 SEMINOLE Florida I B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO E 04/17/95 4-17-95 X(See Comments) 47.0 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: Z NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes Z 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 _ (Select the building diagram most similar to the building for which this certificate is bang completed - see pages6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, ARIAE, ARlA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe 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 orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum BFE Conversion/Comments Elevation reference mark used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 51. 0 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom oflowest horizontal structural member (V zones only) NA. o d) Attached garage (top of slab) N. 7 ft.(m) o e) Lowest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) 50.4 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 50.4 ft.(m) o g) Highest adjacent (finished) grade (HAG) 50. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Totel area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) W6 rc EP 2 2 2003 William A. Herx, PLS Florida Registered Land Surveyor No.3182 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER William A. Herx PLS 003182 TITLE COMPANY NAME Registered Land Surveyor Herx & Associates Inc. ADDRESS,, J CITY STATE ZIP CODE 769 DouaYas ,. / 1 Altamonte Springs Florida 32714 SIGNAPJ/ /, 14,1V/ j DATE TELEPHONE 09-22-03 407.788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A ForInsurance Eanpany Use: BUILDING STREET ADDRESS (Indudirg Apt., Unk Suk and/or Bldg. No.) OR P.O. ROUTE AND -BOX NO. Policy Number 101 CALABRIA SPRINGS COVE 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 agentloompany, 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 Zone "X" per Letter of Map Revision (LOMR) Case Number 96-04-129 P dated March 8,1996. 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, K available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(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, K available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officia 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 ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas 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 obrtify 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 FEMA4ssued orcommuniV4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE G6. DATE CERTIFICATE OF 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 & 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 CURVE DELTA ANGLE RADIUS Map oARuryeyTANGENT C 1 II°15'00" 75.00' 14.73' 7.38' LINE BEARING DISTANCE L I N 89e45'58'W 60.00' L 2 S 89e40'49-E 45.37' CHORD 14.70 CHORD BEARING N 84e41'42-E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 6 28 LI FO 5' O/S 6' WOOD FENCE FO 30/S 5' UNDISTURBED BUFFER LOT 37 8' GRADING 9. 117 SO. FT. y Z C) O O O° o o Uzima1111pYOcn- i ` a 7. 5 N LOT 36 LANA1 17.0- Fry mm o rn n' MN I4. O' sm NA toTm IgaEt Fj•11 A m2m V- TWO STORY RESIDENCE Z yW FIN. FL. ELEr.: SI.O. o 0 W 00 H H 16. 5 10.0, il 0' 7.5 O 1. 1' Nto0.9' O O1 REFERENCED BEARING N 89'4049'w 954,46 ------ o W.c.i. v CIL CALABRIA SPRINGS COVE 50' R/W) . TRACT F PRIVATE ROAD 6 UTILITY EASEMENT CITY OF SANFORD LEGAL DESCRPTION- Lot 37. " CALABRIA COVE occordng to the plot thereof as recorded In Pbt Book 60. at Pages 8 - 16 of the Public Records of Seminde County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone "X accordriq to the Federal Emergency nt Agency. Letter of Mcp Revision TLOW Case NAer 56.04- 12 19 P. Doted March 8. 1 9 9 6. SETBACKS: Front 25' Rear 20' Side 75 ' Corner 25' Note: Bearings shown hereon are referenced to the CIL of CALABRIA SPRNVGS COVE as berg N 89e40'49"W. Vertical datum is based on NGVD per Engneerng construction plans by Burkett Engneerng Inc. Project No. 9709-3 1. Legend General Notes: , +/D %f O i III Benchmark datum) O/ S O. R.B. Offsetf OfficialRecordsBook1. This is a BOUNDARY Survey performed in the field on assumed PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or 8oW Back of sidewalk PC Point of Curvature subsurfaceleerial encroachments, if any, were located. C/L Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a CALL Central or (Delta) Angie Calculated p. C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved YAPCB Chord Bearing PG. P. R.M. Page Permanent Reference Monument Construction plans provided by the Client unless otherwise noted, and are shown CD Chord p/L Property Une onlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedC. M. Concrete Monument P O.e. Point of Beginning temporary Benchmark shown hereon. EL or ELEe Elevation P OC. Point of Commencement 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured). Pt. Point of Intersection Rights - of -way of record whether depicted or not on this document. No search of the F FO.Fl Elev Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I P iron Pipe PT. Point o! Tangency 6. The legal description shown hereon is as furnished by client. I Iron Rod R RED Radius Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length REV. Residence Denotes ! S"Iron rod w1fA yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R/W Right -of -Way SL" Iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted. LS. Land Surveyor yTBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mae N/ D(N&D) Measured Nail and Disk TYP. Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Cerillicatlon: Not valid without the signature and the original raised seal Ore •w by: AN ofaFI ridsNwasedSurveyorandMapper Chocked by: OP This rvey meets the requirements of the Florida mimum Technical Proper•d For: BEAZER dInChapter61G17- 6FloAdministrative Code. CERTIFIED TO: Job N•a6or: 01.003.02 Seel• 1'• 40. RAZZAKA. MOHAMMED 6 UMAIRAL FATEEN rlera•d:0a rl?Pierfoe1oru errriee• g•01BEAZER 7".. MORTGAGE CORPORATION Ror. 0811.01, HOMEBUILDERS TITLE SERVICES. INC.LAWYERS TITLE CORPORATIONL•gel D•rcrr riee: oe•oe-o erx, P.L.S. Fbrkla R fered L nd Surveyor o. 3i62 INSURANCE Model che•y: 04-20.01 Derae L. Prremienieckl, P.S.M. Registered Surveyorand Mapper No. 603 p WilllamR.Herx,P.S.M. Registered Surveyor and MapperNo.6092 Ef 2 2 2003 er. Neer• Politic. F irial or. s•r..y: Fieo1S•r.. 00-3-03 09•19.OJ Herx tt Associates Inc., Slate of FbridaLB 4937 L CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: Description of Work:-- tiistoric District: Zoning: Date: _ iue ZI do", Value of Work: Permit Type: Building Electrical __X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS.cw2CO Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: 70Contractor Name & Address: C4iE'/UcaiE'STLt/ t+tt TiP G'/gG .S T j sS, ,(/[? A"? s t7£,5S#1U1A-1l_ Ae L .._V7i/ State License Number: Phone & Fax:Cy47/ .32,9-ffO /p-? %+ 4'+%I Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I terrify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, F 713. Signature of Owner/Agent Date / is re of Contractor/A n Date A / f_ .__ I Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID ask APPLICATION APPROVED BY: Bld Coning: Initi & Date) Special Conditions: Pr' t Contractor/Agent's a e Notary -State of Florida Date FLORENM A DE GRAVEtMYCO"SS10N #001642kEXPIRES: CoAactdxgefl I IA06n to Me or Produced ID $ r Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) POWER OF ATTORNEY Date:— 03 1, F. O V fmm do hereby authorize to pull the t&C Ccx, _ permit for L C'0. 0- ua, p ingT3 jam. type of pemit address i t ttiyH,HS KEVIN N: DDI85410 Notary Public • sddo sh MVCaW*sionF007 Commission Nafionssn. Notary Personally known to me or drivers license # State of Florida, County of ©R. G on D.M day ofSukwle , 200B a TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: ZFP44C Address 1 CALABRIA COVE Address 2 LOT 37 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TH 1 Design Loads Roof: 37 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 SmMH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Engineer of Record THOMAS J. ANDERSON OF 521 VIA VERONA LN., ALTAMONTE, FL PE#47819 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 29-Apr-03 Truss Engineer: William M. Ranieri 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 if depicted with 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: F1 E1A F2 C1 F3 C2 F4 C2A F5 C3 F6 C3A F7 F8 F9 F10 F11 F12 F13 R1 R2 R3 R4 R5 R6 2PLY R7 R8 R9 R10 R11 R12 R13 R14 H1 E1 35 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers This placement plan shows the designation and relative location of each truss componentandistobeusedinconjunctionwiththecorrespondingtrussdesigns. The Truss Engineer's responsibility relative tothis structure consists solely of the design of the individual trusses, truss -to -truss connections and does not include the design of any supporting structural elements. The building des professional has final approval of the truss framing and/or truss placement plan. V. design of the temporag and permanent bracing, the diaphragm system, i shear walls and structural elements to resi lateral loads from wind and/or seismic activity is I the responsibility ofthe building%s;r professional. include, n of onal. Additional approval by the building William M. Ranien PE design professional shall inclu not be limited to, design loading, lengths, profiles, 6 pitches and depths. FL Lic. No. 427 4 T! T I, i11 T F Y I N, I I - ! <', ;r., : - , ', , !.. I- 61MPSON 1USKANT$AGI I HUS-26PR TI-111211 HHUS26-2 OR THD28-2 HHUS211-2 OR THD28-2 HHUS48 OR TMM HGUS28-2 OR TMDH26-2 HGUS2_16-2 OR THCH28-2 HGUS28-3 OR THDH25-3 SAJUR210 OR SKH21" HGIUS.418 OR THOH48__ THA422 OR MSH422 THAC-422 OR MSH422-IF 1.111H11V 11 C141 . 0 OR H64101F THJ OR Huc;is l.FF'441, - 11-F'44(- - Flj I111J UWU F'MtFAMtU FMUPI L,UMFUItM IINNUI (LVAU, * UIMtn,IUri I) JUISPIIIIrU pT IKUJJ Mr TOP CHORD 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2. 5X4 = W=2.5X4 2X4 ( R) = 2X4 (R) _— lllllllllllllllllllllll lllllllllllllllllllllllllllli ,,, 2. 5X4 W= 2.5X4 Le 19-10-8 Over Continuous Support aim R= 109 PLF W=19-10-8 Note: All Plates Are W2X4 Except As Shown. Pl_ T TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANGLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NS T17UTE, 583 0'O NOFR 10 OR.., SU{IE 200. MAGI SO M. WI 53 T19). FOR SAFETY PRACTICES PRIOR TO FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOPD SHALL HAVE. PROPERLY ATTACHED STRUCTURAL STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPDRTAN T" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CON TR Af TOR. gIPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO tIFI. G : iii Ho. 42704 I C I C j C L L Dl_ DL 40. 0 10. 0 5. 0 P S F P S F PSI R E F R 3 5 2-- 3 4 6 8 SmYTH LUMBER CO. ROOFTRussDlvnsiom DATE 0 4 / 3 0 / 0 3 DRW SLTUSR352 03120051 SL T-ENG IdMR 2722sour" APOPKABLVD. APOPKA. FL. 32703 FA1C 4072999? 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO'YISION5 OF NDS !NATIONAL DESIGN SPEC If IC AT f ON PUBLISH FO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE IOCAT ED ON THIS DESIGN. POSITION CONXEC TOPS PFR STATE OF I, BC 1- 0T. 1-D. LL d. d 55.0 PSF PSF SEON 7 3 17314 DU R FA C . 1.00 PROFESSIONAL ENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TIP U SS COMPONENTDESIGN SHONN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Apr 30 '0 3 1SPACING 24.0" JREF 1S20352_-ZO4 Lrl-44L - crr44t, - rZI — „ ,,, „_,. -- ,., ., ,,_,..,. ., ,..., ._„... TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL. BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 19.5" 1-8 -1-" I- I. 2X4 M W=2. 5X4 = 2X4 (R) 2X4 (R) = 4X6= 3X6= 2.5X4 = 2.5X4= 2.5X4 = 2.5X4 M 5X4=— 4X6= 2X4 M H 1, wmmrIs. IArm mAlmi 4 M 2Y4 IN 2 AXfim 3X6= W=HS2512 19-10-8 Over 2 Supports R=1081 W=7" 3X6= R=1081 W=3.5" 1 0 1 4-0 k- 0L PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD 6.10 OTY:8 FL 1 R Scale 375" Ft. NARKING R TRUSSES REQUIRE EXTREME XG CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLiSHEO BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR10 OR.. SU[TE 200. MADISON. Y1 53719M FOR SAF€TY PP.A C1, PRIOR TOFORMiNGTHESEFUNCTIONS. UNLESS OTHERWl SE [NO ICAiED. TOP CHORD SHALL HA'/E PROPERCY ATTACHED STUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. M. Ad _ lFl '••7••• -Ij/_ a ~ Cj: T C T C L L D L 40.0 10 . 0 P S F P S F R E F R 3 5 2- -- 3_4 6 9 DATE 04 / 3 0 / 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03120052ROOFTRUS3Dm5toN 2722 SOUTH APOPICA BLVD. APOPKIL, FL. 32703 407-299. 991FAX: AO7-29S9t53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT B€ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 80. AC IMG OF TRUSSES. THIS DESIGN CONFORMS WITH APPL ICkBLE PR OYISIONS OF NOS (NATIO XFL DESIGN SPECIE IC A7iON PUBLISHED BY THE AMERICAN FOP.EST ANO PAPER ASSOCIATION) AND TP [. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GAL*. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESiGN, POSITION CONNECTORS PER j NQ.42704 7 7i 7C QSTATE OF Sa• 71V. j" 40Rio pBC 6 C iOT.LD. DL L L 5.0 V . 55.0 Q PSF P S F PSF S L T E N G WM R SEON 28538 D UR F AC . 1 . 0 0PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SE AI ON " IS ORAWING INDICATES ACCEP T AXCE Of PROFE SS IOMAL ENGINEERING P. E SPONS IBI LITY SOLELY FOR THE TRUSS COMPONENT OES IGN SHOPN. THE SUITABILITY ANO USE OF THIS ti SPACING 24.01, JREF, - 1S2-D352Z04CERTIFICATEOFAUTHORI7ATION#9218 COMPONENT PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER. PER Apr 3Q 1r1`44t, - crf'441 - rsl TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 I H I 3 UW'J FKtFAMtU tKUPI I,UPiI'UItK IIV UI (LUAU) & U 1. I-ICN3 I UIV3J JUlDrl I, I[U oT IRu3O -... SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. + TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 20.5" _2.499" 3-3-0 f--9-1-8 10-6- 15' Tvp• W=2.5X4 = 2.5X4 = W=2.5X4 2X4 (R) =4X6= 3X4= 2.5X4 2.5X4 s 2.5X4 3X6= 4X6= 2.5X4: 3X6= 2X4 (R) r T-T- 1-0 8 1 4-08 3X6= 4X6= 3X4= 2.5X4= B2 2.5X4= 3X6= 4X6= 4X8= 3X4= 2.5X4= W=HS2512 = W=2.5X4 = 149 19-10-0 —1 L-c-2-10-8--j 26-5-8 Over 3 Supports R=1041 W=8" R=1522 W=4" R=330 W=4" PLl0VgP,AAj9Rl9Wn6Cp,W2X4 Wave TPI95 Except As Shown. R Design Crit: TPI STD 6.10 OTY:_ FL 1 R Scale 25" Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING [NSTALLING AHD BRACING). PU8LISHEO BY TPI (I'RIJSS PLATE INSTITUTE. 683 D'ONOFR IO OR .. SUITE 200. NAOISON, NI 63719). FOR SaF E:TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1ND[CATFO. TOP CHORD SHALL HAVE PR,DPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FUP.NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS, INC. SHALL NOT BE PESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSFS IN CONFORMANCE WITH TPi: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRIJSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN vM. e " 0.C4* [' I V N0.4Y%O4 : jSTATEOF i C r1 C BC BC L L DI- DL LL 40.0 10.0 5.0 O.Q P S F P SF PSF PSF R E F R 3 52-- 3 4 7 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 D A i E 0 4/ 3 0/ 0 3 DRW SLTUSR357 0312JOS3 Sl_T -ENG WMR SEON 11400407-2931 522 FAX: 407-299.9153 SP[CIF{CATION PUBLISHED BY THE. AMERiCAN FOREST kND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE. MADE OF 26GA ASTM A653 GR40 Galy. STEEL, EXCEPT a5 NOTED. APPLY CO NNECiORS 10 EACH FACE OF TP. U SS. AND UNLESS OTHERWISE L0CA TEO ON THIS DESIGN, POSITION CONNECTORS PEP. fR,Oty .I• TOT. LD. 55.0 PSF D U R F A C . 1 .00PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p,E SPOWS{BILITY SOLELY FOP. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS lLA` SPACING 24.0" JREF 1S2D352_704CERTIFICATEOFAUTHORT7ATION#9218 COMPONENT FOR99ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr 30 ,, kir r44t,. - Lr r44t, - TOP CHORD 4x2 SP ##3 BOT CHORD 4x2 SP ##3 WEBS 4x2 SP ##3 2X4 (R) 2.5X4m 2.5X4 = W=2.5X4 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS W=2.5X4 = 2X4 (R) a o-s 19 3 0 Over Continuous Support R=108 PLF W=19-3-0 Note: All Plates Are 142X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING-' TRUSSES RfOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8R AC ING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. HADISON. YI 53719), FOR SAFETY PRACTICES PRIOR TO IF'.. Cf R.F ORMING THESE FUNCTIONS. UNIE SS DTHERY ISE INDICATED. TOP CHORD $HALL HAYS PROPERLY ATTACHED STRUCTURAL PANEL 5. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILIN6. IMPORT.4 NT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$. INC. $HALL XOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS OESIGN CO NFOR.MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHER. ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER WL N...••a•• f i No.42704 STATE OF JS J yOR T C L L I C D L BC DL BC LL TOT, LD. 40.0 10.0 5.0 0.0 55.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 3 4 7 1 SMYTH LUMBER CO. RooFTRussDmstom 2722 SOQTH APOPKA BLvD. APOPKA. FL 32703 407-299.1522 FAx: 407.299-9153 DATE 0 4 3 0 0 3 DRW SL.TUSk352 03120054_ SLT-ENG WMR SEON 17323 D UR . F A C . 1.00PROFESSIONALENGINEERINGDRAWINGS160kTHESEALONTH[$ DRAWING 1M0 CATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOq THE TRUSS COMPO NE XT DESIGN SHOP N. THE SUITABIii7Y AND USE OF THIS AtE SPACING 24.0" JRE F, 1S2D 35?__7.04CERTIFICATEOFAUTFIORIIATION#9218 ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEP. ANMIONNTISECTIONApr 30 '03 ZE F441, - 4rV44(- - r5I TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I HiZ, UNU YKtKAKtLI rK'UM 1.'JMe UItK INVUI (LUAU) b U1"IL IYJ I'J IYJJ JV DI'iI- cu DI nUJJ ' SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11.5" 9-1-8 4X6= 2 X 4 III 2X4(R) = 4X6= 3X4= 2-.5X4= 2.5X4 W=2.5X4 2.5X4= 2.5X4= 3X4= 2X4= 3X6= W=3X6 iNm 2 X 4 III 3X6= 3 X 4 III T 1 01-4-0 Le 19-2-8 Over 2 Supports R=1044 W=7" R=1030 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:11 FL 1 R Scale WARNING" TRUSSES REOUIRE EXTREME CARE. IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER. TO MI8 91 (HANDLING INSTALEING AND BRAG IMG). PUBLISHED 8Y TPI (TR.USS PLATE INSTITUTE. 683 D'ONOFRIO DR., $U ITF 200. MAD [SO N. NI 63119), FOR SAFE T'! PR ACTICf:S PR [OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT STRUCI UP.AI PANELS. 80 TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO h• jIFl F r 4 r u0 427041sN17N T C TC B C L L D L D L 4 0.0 10.0 5.0 P S F P S F P S F R E F R 3 52-- 3 4 7 2 SMYTH LUMBER CO. ROOF TRuss Dms1oN DATE 0 4/ 3 0/ 0 3 D R W SLTU SR352 0312005S SLT-ING WMR2722SOETTHAPOPKABLvD. APOPKA,F1_ 32703 BUILD THE. TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF t sA .1.{.y- Bl. LL 0.0 PSF S E 0 N 17334 407299-1 522 FA): 407.2999153 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPFR ASSOCIATION) AND TPI. ALPINE CONNFL FORS ARE MADE OF 20GA ASTH A653 GR 40 GAL4. STILL. EXCE P7 A$ NO TEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN. POSITION CONNECTORS PER y 0 R •' ` a TOT L D . 55.0 P S F D U R F A C . 1.00 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONS 18ILi TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS it p SPACING 24.0" JREF 1S2D352__Z04 CERTIFICATEOFAITTFIOROJATIONs9218COMPONENTFOORANSECTIONPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER. PEP. Apr 30 '03 tlrr44k, - ItF44(, - rb) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I n1J UNU rMrrAKCu rmum Lvrwur r.n LIXrui Lt-vnua a vii-11 11a7 ov -- SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7-10-8 23.5" - 4 1- 1 2 X 4 III 2X4 (R) = 4X6= 3X4= 1-0-8 3 ). W=3X6 2X410 4X8= W=2.5X4 3X6= 2X4= 3X6= 4X6s 2X4 01 L1-4.11,j ge 19-2-8 Over 2 Supports ,1 R=966 R=1113 W=5.617" 3 X 4 III T 1 01-II4-0 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave 1PI95 R Design Crit: TPI STD 6.10 01Y:1 FI_ 1 R Scale =.375" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND I C L L 40.0 P S F R E F R 3 5 2-- 34 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE N"µ INS71 iUTE. 587 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO ••t 1F'I DPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORL T C D L 10.0 P SF DATE 0 4/ 3 0/ 0 3 SMVTH LUMBER CO. SLR UC TUR AI PANEL$. BOTTOM CHORD SHALL HAVE A PROPERLY AT TACHEO RIGSHALiO CE ILHAVE PROPERLY ATTACHED IN6. 114 ( IMPORTANT" FURNISH A COPY OF THTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i Nc"427y7 ' BC DL 5. V PSF DRW SLTUSR357 03120055ROOFTRussDms1oNPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * = i r 2722 SOl1TEE APOPKA BLVD. &UILD THE TRUSSES iM COXFOftNAMCE WITH TPI; OR fABRICATIMG, HANDLING. $HIPPING. INSTALLING ANO 7C j B C L L 0 . Q PSFF S L T E N G WM R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIORAL DESIGN STATE OF / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % lot-,407-2931522 SPECI CONNECTORS ARF. MADE OF ZOGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ORIO''` iOT.LD. 55.0 PSF SEON - 17342 FAX 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING at D U R . F A C . 1.0 0P.ESPONS IDI LI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SIT TAB ILIT Y ANO V5E OF THIS CERTIFICATE OF AumomzAmoN #92 18 AXiI99SECT NTFORANRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr 30 'O NSIo3 SPACING 24.0" JREF, - 1S2D352_ZO4 kLrrl+n1- - Lrrµw. - rid TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I MI,' UNII YRC—ICLI ItW'! l.VI'll IJ ?:' 1!—QI (L-1 O-UUI-- ' -1 -' I' — SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 111.65{" 7-10-8 10-4 2X4 m 2 X 4 III W=2.5X4 s 2X4 (R) = 3X6= 3X4= 2X4 III 2X4 III 3X4= 3X6= 1) R=908 W=3X6 90-321 2-X4= 2_-4-9--->j 19-2-8 Over 2 Supports 'I R=1180 W=5.617" 3X4 III T 1 01 4-0 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:l FL 1 R Scale 375" Ft.. WARNING** TRUSSFS REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HOB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58J D'ONOFR'0 DR.. SUITE 200. HAD ISO N, NI 5JT 19). FOP. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TGP CHORD SHALL HAVE PROPERLY ATTACHED_ 7 IC L L D L 40.0 10.0 P S F P S F R E F R 3 5 2-- 3 4 7 4 DATE 0 4/ 3 0/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j4••w't'f' Il. DRW SLTUSR352 03120057IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Na42704 o DL 5.0 PSFROOFTRussDmSwNPROOUCTS. INC. SHALL NOT BE RESPONSI8 LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i UC SLT-ENG2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND j S BC LL 0.0 PSFAPOPKA, FL 32703 B407-29952RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF WMR T SEON 17347 SPECIFICATION PUBLISHED BY THE AMER ICA4 FOREST AND PAPER ASS0C IAT IO NI ANDTPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO S A ti OR'0 T 0 1 LD. 55.0 P S F FAX: 407-2999253 EACH FACE OF TR LISS. ANDUNLf. SS OTHERWt SE LOCAT E I) Otl THIS DESIGN, POSITION CONNECTORS PER DUR. FAC. 1.00 ORAWINGS 160A-Z. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGMEERIHGP.E SPON SIBILITY SO LEt FGR THE TRUSS COMPONENT OESIGM SHOWN. THE. SUtT ABILITY ANO USf OF THIS SPACING 24. 0" JREF 1S2D352_Z04 CERTIFICATE OFAUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 30 ' 03 ANSI/TPI 1 1995 SECTION 2. ZVV44U - /VV44(, - ru TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. IH1J U11U YKtFAKLU YKUPI '„UMVUItK IP[YL11 +ILVAUJ h U1PIt[VJIUNZJ) JUDP1I I ICU DT iKUZ} iir K. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/2.40 TOTAL LOAD. 15" q 7-10-8 -7 I- I 2X4 III 2X4 (R) 2X4 (R) = 3X6= 2X4 III 3X6= 2X4 M 0iL 4MAINwvtj 3X6=— le 15-9-0 Over 2 Supports R=854 R=854 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:5 Fl_ 1 R Scale 375" Ft. WARN ING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BR Ar 7NG. REFER TO HIB-91 (HANDLING INSTALLING A"0 8RACINGj. PUBLISHED BY TP[ (TRUSS PLATE I NST[TV T E. 583 O'ONOFR[0 DP., SUITE 200. MAO ISO". W1 53719). FOR S0.F E7Y PR ACTIC F.$ PRIOR TOTIFI PERFORMING THESE FUNCTIONS. U- ESS OTHERWISE I,N CATEO. TOP CHORD SHALL HAY, P0.0PER LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N...ti iq, f- "'TCJ I C L T C D L L 40.0 10. 0 P S F P S F R E F R 3 5 Z-- 3 4 7 5 SM1CTH LUMBER CO. DATE 0 4/ 3 0/ 0 3 DRW SL1USf2352 31Zr 58ROOFTRUSSDIVISIONMPOREARFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO if "i704 =y Du DL 5 Q PSf S L T - E N G J W MR2722SOLR'H APOPKA BLVD. APOPKA, FL. 32703 4072991522 FAx: 407-2999153 BUILO THE TRUSSES IN CONFORMANCE KITH TF1: OR FASPICATIOG. HANDLING. SHIPPING. INSTALLING ANOgBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF sy' onto, ' w`..""' C I_ TOT. L LD. 55.0 0 P S F PSF SEON - 17357 D U R . f A C . 1 .0 0PROFESSIONALENGINEERINGDRAWING$ I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE St GN SHOWN. THE SU IIAOILITY AND USE OF THIS At SPACING 24.0" JREF. - 1S2D352_104CERTIFICATEOFAUTHORIZATION #92 18 COMPONENT FORBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSECTION 1Apr 30 IJ VV44l: - LrI'441, - F9 TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2X4(R) 1-0-8 2.5X4m W=2.5X4 2.5X4= I MIJ UVIU VKLFAKLU rKUM L'JMYUILK IIIVUI (L'JAUJ 01 U 11-IC IYJ I VIYJ) JUDI-III ICU DI IIYUJJ TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W=2.5X4 = 2X4 (R) 5-9-0 Over Continuous Support — Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI S-ID FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANp BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONOFRIO DR., SUITE .2(0. MAO ISON. NI 53719). FOR SAf ETY PP. ACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY kT7ACHE0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CONTRACTOR. ALPINE ENGINEERED PRODURTANINC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION FROMPRODUCTS. INC. 'HALL NOT BE RESPO NS ISLE FOR ANY DEVIATION FP.OM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN rpNFORMS WITH APPLICABLE PROVISIONS Of No (NATIONAL OE SIGN SPECIE [CAT ION FUBLISHED fY THE AHERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALFINE CONNECTORS ARE MADE OF 20GA ASTM A657 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R / fG Nc.$7 4 3NfL j STATE OF P yOR1w..•• IC Tt. BC B C TOT L L DI. DL L L I-D. 20.0 7 10.0 0.0 37.0 0 P SF P SF PSF P SF PSF R E F R 3 5 2_ - -3 4 7 6 DATE 0 4 / 3 0 / 0 3 SMYTH LUMBER CO. ROOF TRUSSDIVL4ION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 5522 DRW SIT-USR352 03120059 S L T - E N G / WM R SEON 17360FAX4O7-2J9LJ153 4 E ATHE}SEAL SONT TPR D U R F A C . 1.25PROFESSIONALENGINEERING160pRZSS. DP.AM lNGSCATNISHERWIDP..ANINGT INOOlCATESS AOCCEPGANCETOF OFESSIONA6RENGIN F ER LNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT pES1GN SHOWN. THE SUITABILITY AND' USE OF THIS A SPACING 24.011 JREF 1S2D352_I04CERTIFICATEOFAUTHORIZATION #92 18 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSIONEN/TPI 1 COMPONENT FORANSEPARTIU Apr 30 ' 03 LlF44t, - /VF441- - VIU) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SI_TUSR352 02196003 FOR GABLE DETAILS. 1-0-8 2X4 (R) 2.5X4 i n1J uNu rmcrFMcu rnuri .unruicm inrur Lt_uRuJ 9 U1r:C nJ I'J :v JJ JuorfI a: 1n-0 - SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 (R) i i i — i i i 11 2.5X4= 0 1-0 11-11-0 Over Continuous Support R=107 PLF W=11-11-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft.. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUSLESHEO BY TPI (TRUSS PLATE INSTITL!TE. 583 O'ONOFR IO OR., SU ITf 200. MADISOX, NI 53719}, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INIIICATEO. TOP CHORD SMALL HAVE. PROPEPLY ATTACHED M. e_ Q._ 5- •• -• v T C T C L L D L 4 O.O 10.0 P S F P S F R E F R 3 5 2-- 3 4 7 7 DATE 04/ 3 0/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03120060RooFTRussDMS10NIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 5.0 PSFTOCRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: ANY FAILURE TO 1- j 1 1 7C 7{ 7C S L T - E N G / W MR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. NAXOLING. SHIPPING. INSTALLING is pU C L L 0.0 P S FAPOPKA. FL 32703 407-2931 BRACING Of TRUSSES. THIS DESIGIICONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF LZ- 522CONNECTORSAREMADEOF20GAASTMA653ERAGALY. STEEL. E%CEP1 AS NOTED. APPLY CONNECTORS TO 0`O j P TOT.LD. 55.0 PSF SEON 17363 FAx407-2939153 EACH FACE OF TR U55. ANDUNL€.S$ OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 D U RF A C 1.0 0 ORAWlNGS160A- I.THE SEAL ON THIS DRAWENG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMRONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH I$ SPACING 2 4.0 J REF• 1 S 2 0 3 5 7__Z 0 4 CERTIFICATEOFAUTHOROATON #92_18 COMPONENT FOR ANY PARTICULAR BUILDING [S THE PESP ONSIBILITYOF THE BUILDING OF IGNER. PER Apr 3 U ANSI(TPI 1-1995 SECTION 2. Lrr44t, - Lrr44i- - rii) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5-4-8 - 8 I' I. 2X4III 2.5X4= 2X4(R) 7_X4 (R) 3X4= 2.5X4 = 2X4III 2X4111 3X4= 2X4 III 1 01 4-0 9—k- 3 H6 3X6m 11-10-0 Over 2 Supports 30 if R=638 W=7" R=638 'W=7" PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. P. EFER TO HI8 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI TRUSS PLATE i NSTl TUTE. 5B3 D'ONOFRIO DR.. SUITE 200, MAD ISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUR AI PANELS.BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.! rex-iimriW rc rPERFORMINGrc L L D L 40.0 1D.D P S F PSF R L F R 3 52_ -- 3 4 1 8 DAT E 04/30/03 SMYTH LUMBER CO. DRW SLTUSR312 0312006/ ROOF TRUSS DIVISION 2722 sour" APOPKA BLVD. APOPKA. FL 32703 407-299 1 522 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE P.ESPONSIBLE 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. iH IS DESIGN CO NFOP.MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER ICAN FOREST AND PACER ASSOCIATION) AND TP1. AL PINF CONNECTORS ARE MADE OF 2OGA AS TM A653 GP.80 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO j NQ,42704 1 tQ gTA7'E OF - I-Jf((, a1O f J BC BC T 0 T DL LL L D , 5.0 0.0 55.0 PSF PSF P S F SLT -ENG WMR t S E 0 N - 17293 FAX: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f, D U R F A C . 1 .0 0 PROFESSIONALENGINEERINGDRAWINGS 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P ESPONSIBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A` SPACING 2.4.0' JREF 1S2D352_Z04 CERTIFICATEOFAUT"ORI7ArTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSL/ TPI 1-1995 SECTION 2. Apr 30 IrI'IFnL, - Lrrn4L, - rlt ill - R 1„ 1 11 n-- L ",7 ., „ TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 2X4 (R) = 2.5X4 = 2X4 (R) 1-0-8 1 01 4-0 9J4 2.5X4= 6-7-0 Over Continuous Support R=106 PLF W=6-7-0 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. Note: All Plates Are W2X4 Except As Shown. PLI TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 1 R Scale 375" Ft. NARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BP. ACING. REFER TO HOB 97 (HANDLING INSTALLING AND BRACINGI. PURL ISHEO BY TPI (TRUSS PLATE INE.583 1":CFRIG OR., SUITE Z00. HAGS SON• MI 53719}. FOP. SAFETY PRACTICES PRIOR TO PERFORMING THESE: FUNCTIONS. VNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROCERIY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT 8E 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 TP.USSE S. THIS DESIGN CONFORMS KITH APPLICABLE CR OVISIDNS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANF.R ICAN FOREST AN0 PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE HAD f: OF 20GA AS TM A653 6R40 GALY. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO•N EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j Qt I 4 .p 1 uO. N o i N7 2 STATE OF A110 FL T C TC BC BC T0 T L L D L DL LL L D . 40.0 10.0 5. 0.0 55.0 Q P S F P S F PSF PSF P S F R E F R 3 5 2-- 3 4 7 9 SMYTH LUMBER CO. RooFTRu55Dm51oN 2722 SouTH APOPKA BLvD, APOPKA, FL 32703 407-299-1522 FAX 407-299-91 53 DATE 0 4/ 3 0/ 0 3 DRW SLTUSR352 03120062 SLT- ENG WMR S E 0 N - 17367 D U R F A C . 1.00 PROPE5510NAL ENGINEERINGDRANINGS160AZ. THE SEAL ON THIS ORAWTMG INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING FOR THE TRUSS COMPONENT DESGN SH,WN. THE SUITABILITY ANO USE OF TH[S RESPOOS181LITY SOLELYISPACING 24. 0" LIREFN 1S2D352_Z04 CEFMF7CATFOFAUTEIOROATION#9218COMPONENTFORANSECTIONPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O Apr 30 ' 03 tt'441, - r13) IN1J UMU `KtI'AKtU `KUM l,vrlruI r.K INFUI (LUAU) b UIPICIN,I UN,)) 3UDI91ifrU Dr IDUJJ -,D. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 2-10-8 17" 2-10-8 2X4111 2X4 III 2X4 91 2.5X4= 2X4(R) = 2X4 III 2.5X4= 2X4(R) 10-8 101II40 9_1f4 OL 2.5X4 = 2.5X4 = 2.5X4 = 2.5X4 7-2-0 Over 2 Supports R=382 W=7" R=382 W=7" DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI95 R Design Crit: TPI STD 19.630 OTY:12 FL 1 R Scale 375" Ft. WARNING - TRUSSES REQUIRE. EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BYTPI (TRUSS PLATE iNSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MAD I'ON. Wi 53719), FOR SAFETY PRACTICES PRIOR TO PE RFORM iNG THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. 7OR CHORD SNhL I. HAVE PROPERLY AiT ACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N• ZIS frrr_ C'` i v t t No.42704 1 IC L L TC D L UC DL 40.0 10.0 5.0 P S F P S F PSF R E F R 3 5 2 - 3 4 8 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 04 / 3 0 / 0 3 DRW SLTUSR352 03120045 SLT-ENG WMR2722SOLRHAPOPKABLVD. APOPKA, FL, 32703 407-299.1 5522 FAx: 407-29 91 53 BUILD THE TRUSSES I CONFORMANCE W1 TH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COMFOR MS WITH APPLICABLE PP.OVIS IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBL ESHED 8Y THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRbO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE I.00AT E0 ON THIS DESIGN. POSIT 10A CONNECTORS PER. 7f j STATEOFW% ' VI_"% V R`O Q/// Q "~'• p/ BCLL I OT . L D . 0. 0 55. 0 PSF P S F S E 0 N 17732_ D U R . F A C . 1.00 PROFESSIONAL ENGINEERINGORAYINGS160A,Z THE SEAI. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPO NF NT DESIGN SHOWN. THE SU[T AB ILIT'Y FND USE OF THIS CERTIFICATE OF AUTHORVAmN*9218 COMANSPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU[LOING DESIGNER, PER Apr 30 '0,1 SPACING 24.0" JREF 1S20352_7.04 Lrr44L - ktF 44U - Kt) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL_ LOADS LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) TC From 81 PLF at 1.00 to 81 PLF at 11.00 BC From 4 PLF at 1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 10.00 BC From 4 PLF at 10.00 to 4 PLF at 11.00 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 22.14 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS Al2.030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 M 2X4 KI 6F— —16 20-9-8 2X4 Al 2X4 M 2X4 N 2X4 (A ) 2X4 (Al) = 1 0 0 1-0 5-0-0 _1_ 5-0-0 _l 10-0-0 Over 2 Supports R=295 PLF U=146 PLF W=2-0-0 R=295 PLF U=146 PLF W=2-0-0 PLT TYP. Wave 1PI95 R Design Crit: TPI STD), FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRAC tNGREFER TO HIB 91 (HANDLING INSTALLING AN0 BRACING)PUBLISHED BY TPI (TRUSS PLATE INSTITUT. E. 583 D'ONOFRIO DR., SUITE 100, MAD 1SON. YI 5771.9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHE() STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FUP.MISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M. a G ZIFI .....y N0. 42704 1 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-- 3 48 1. DATE 0 4 / 3 0 / 0 3 SMYTH LUMBER CO. RoOFTRussDm510N DRW SLTUSR352 03120063 SL T-ENG WMR 2722SOEJTmAPOPKABLVD. APOPECA. FL 32703 407- 299.1 522 FAX 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVt$IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TRE. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ESTATE OF j= I •f 44ti` R BC T O T. LL L D. 0. 0 3 7.0 PSF P S F S F 0 N 12672 D U R F AC . 1.25 PROFESSIONALC=FIGINEEAING DPAWINGS 160 k-Z. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOP. THE TRUSS COMPONE HT DE5[ON SH,WN. THE SUITABILITY ANO USE OF THIS SPACING SEE r ABOVEJREF, 1S2D352_7.04 CERTIFICATEOFAUMORRATION#9218 T1FOOR ANY COMPONENTSECTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 30 03 Lrr'441, - Lr Y44L, - TOP CHORD 2x4 SP ##3 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 K Intl uNu rRCr AnCU rnum Urirvf— L(Ir UI LL. VA— n-!!I-ILI'JaV—) 120 MPH WIND, 22.14 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDI-=5.0 PSF. 5X4= DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 —16 20-9-8 2 X 4 III 2X4(A ) - 2X4(A1) 100L I-0 I_ 5-0-0 _1_ 5-0-0 _I 10-0-0 Over 2 Supports R=428 U=241 W=3.5" OR 24" R=428 U=241 W=3.5" OR 24" PIA TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OiY:2 FL i R Scale 375" Ft. WARNING'' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFEP. TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. HAOISON, NI 53119). 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. M q i GVh4tiPlc, i' p 1 C L L 1 C DL 20.0 7.0 P S F PSF R E F R 3 5 2-- 3 48 2 DA ZT E 04/30/03 SMYTH LUMBER CO. DRW SLTUSR352 03120064RooFTRUSSDmswN2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407 299 1 522 FAX 407-299.9153 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RESPON518 LE FOR ANY 0EY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 8RACTNG OF TRUSSES. THIS DESIGN CONFOPMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN P F.01F iC ATION FUEL (SHED BY THE AHER ICAN FOREST AND CAPER ASSOCIATION) AND TPI. ALP IHE CONNECTORS ARE MADE OF ZOGA ASTM A553 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN UNLESS OTHERWISE L0CATEO ON THIS DESIGN. POSITION CCNNE CTOR.S PER. No. 42704 ' 7 7C i 7C STATE OF t Cti10'.. w•'•`'•_. E BC DL B 1. L L T O T , L D . 10. 0 0 . 37. 0 D PSF PSF FP S F S L T - E N G WM R S E O N 17373 D U R . F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS 760 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P. ES PONSIBI1LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUf TAB IL I TY AND USE OF THIS SPACING 24.0" JREF 1520352 7.04 CERnnr-ATEOFAumORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION Z Apr 30 Lrr44t, - Lrf44t, - KS TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 5X4= 2X4 T 2-3-15 1 2.5X4= 1m 2.5X4= 1_ 5-0-0 _I_ 5-0-0 _I LE 10-0-0 Over 2 Supports R=370 U=180 R=370 U=180 120 MPH WIND, 22.39 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. T 2-3I- 15 Lf 9 -12 PLT TYP. Wave 1PI95 R Design Crit: TPI STd FLBC 6.10 OTY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE i NSTITUTE. 583 O'OHOFRIO OR., $U1 TE 200. HAD ISON. YI 53719), FOR SAF ETV PRACTICES PRIOR Tp PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOTCATED, TOP C.RD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSTOLE FORANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. TF115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PU8LISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC TOPS AP.E MADE OF 20GA AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN0 UNLESS OTHERWISE LOCAT EO ON THIS DESIGN. POSITION CONNECTORS PER Lf1l• F f A I N No. 42704 STATEOFr R o R'0TC T CB C B CTOT LL D L D L L L L D . 2 0.0 7. 1 0. 0. 0 37. 0 0 0 P S F 1 PS FPSF P S F P S F R F F R 3 5 2-- 3 4 8 3SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299.1 522 FAx: 407-2939153 DATE 0 4/ 3 0/ 0 3 D R W SLTUSR352 03120065 S L T - E N G / WMR S E O N - 17375 D U R FA C . 1.25 PROFESSIONAL ENGINEERING. DRAWINGSi60A-2. THE SEAL ON THIS DRAWING INDICATES ACCfP7AXCE OF TABI IS10NAL ENGINEERING R ESPO NSIB[ LITY SOLELY FOR THE TRUSS COMPONENT Of SIGN SHOWN. THE SUITAB IL TY AND USE OF TM[S SPACING 24.0" JREF, - 1S2D352_Z04 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Apr 3 0 - r l'444. - tr 1'4 It 1, - K 4 ) Intl UNU I n C I EU IIUl7 I'l I'!IU1CI I I I u 1 `, 1.vn111 1. 1111 v 111J I I. I , IIII TOP CHORD 2.x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 20.91 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 I_12.40 TOTAL LOAD. 2 X 4 III 3X610 6(- 3- 10-3 12 5X4111 3X4= 2X4( A1) L-- 7-0-0 Over 2 Supports R= 891 U=428 W=3.5" R=1614 U=787 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER' SPECIAL [- DADS LUMBER. OUR.FAC.=1.25 / PLATE DUR.FAC.=1.2.5) TC From 54 PLF at 0.00 to 54 PLF at 7.00 BC From 20 PLF at 0.00 to 2.0 PLF at 7.00 BC 370 LB Conc. Load at 2.02, 4.02 BC 1248 LB Conc. Load at 6.02 PI- 1 TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SV IT 200. MADISON, WI 53119), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iHDICAtED. TO P CHORD $HALL. HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w G T C T CI_ I. DI_ 2 0.0 7. 0 P S F P S F R E F R 3 5 2-- 3 4 8 4 DATE 0 4/ 3 0/ 0 3 SMY TH LUMBER CO. DRW T SR3 i2 03120a55 ROOFTRu39DIVISION2722 SOuTii APOPKA BLVD. APOPKA, FL 32703 407 299-1 522 IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER A'S0:IATiON) ANO TPI. ALPINE C ONNECIS ARE MADE OF 20GA AS TM A653 GR 40 GAL V. STEEL. EXCEPT A$ NOTED. AFPLY CONNECTORS TO j y4Z% 1 j gs 7CsiSTATE OF y O R O :.• BC B CT O T DL L L L D . 10. 0 0. 0 37. 0 PSF P S F P S F S LT - E N G / W MR S E 0 N 12747 FAx: 407-299-9153 EACH FACE OF TRUSS. AN0 UN Lf SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y"••s••'_.1 DUR. FAC. 1.25 PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBLL € TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS pLEwv SPACING 24.0" JREF 1S2D352_Z04 CERTIFICATEOFAUTHORRATION#92 T 8NSf PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER OI99ANYANSIJTPITI FOR Aar 30 '03 ZrF/141, - ZVF'441, - K5I IM13 UMU VKErAKCU rRVI'I %_VMrUirn inru! LLUAU3 n uu-IC-1-01 --til— ul -0 1"'. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 20.66 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 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 17.83 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.83 TC 381 LB Conc. Load at 7.00 BC 405 LB Conc. Load at 7.00 BC 706 LB Conc. Load at 7.77 3X4= 5X4= a T 2- 3I- 15 1-12 5X4 (A1) _ I 7-0-0 _I_ 7-9-8 _1_ 3-0-8 _1 17-10-0 Over 2 Supports R=1622 U=685 W=3.5" R=1252 U=614 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING`" TRUSSES IEOUIRE EXTREME: CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDWARNREFERTOH(B -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). F'OR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLf SS OTHERWISE IND I<AT ED. TOP CHORD SHALL HAVE PROP ERIY ATTACHED STRUCTURAL PANELS, DOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGIDCEILING.{4 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FAOR iCA Ti MG. HANOL ING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Lf FI I1I0.4Y704 fSTATEOFfj TC TC BC BC L L D L DL LL 20.0 7. 10.0 0.0 0 P S F P S F PSF PSF R E F R 3 5 2-- 3 4 8 5 DATE D 4 3 0 0 3 SMYTH LUMBER CO. ROOFTRussDm5loN 2722 SOVTH APOPKA BLVD. APOPKA. FL, 32703 DRW SLTUSR352 03120067 SLT-ENG WMR S E O N 12735 407-299.1 522 FAx: 407.29991 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AM0 PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS APEMADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTf.0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER I ' f yv0R .,, T01. L D. 37.0 P S F D U R F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING R ESPONSIBIL lTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB IL IT Y AND USE OF THIS aaii Aic SPACINGSFE ABOVE JREF, - 1.S2D352_Z04 CFRTIFICATECM` AUTHORRATION#9218 ANSIJTENTiFOR ANY E PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr 30 '03 Lrrn4u - KU erL-TJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense 02 20 SP #2: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.00 to 54 PLF at 7.00 TC From 170 PLF at 7.00 to 170 PLF at 18.06 TC From 54 PLF at 18.06 to 54 PLF at 37.00 BC From 4 PLF at 1.00 to 4 PLF at 0.00 BC From 2.0 PLF at 0.00 to 2.0 PLF at 7.00 BC From 64 PLF at 7.00 to 64 PLF at 18.06 BC From 20 PLF at 18.06 to 20 PLF at 36.00 BC From 0 PLF at 36.00 to 0 PLF at 36.00 BC From 4 PLF at 36.00 to 4 PLF at 37.00 BC 452 LB Conc. Load at 7.00 BC 1614 LB Conc. Load at 18.06 n1J UFU rnCrNn[U InUl'l 1U19r UICI i-Ul i,LVHUJ a U:i-iu.atVna) ILU o. 1 .1 n. 2 Complete Trusses Required EE==!= NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: l ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 20.66 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 L1240 TOTAL LOAD. 5X6- 3X6= 5X8= 3X6= 5X6= v n B2 rI 3X1.0= HS612= 3X6M HS612= 3X10= 3X8(B1) = 3X8(B1) 18-9-12_ 100 10-0 7-0-0 1_ 22-0-0 _i_ 7-0-0 _1 le 36-0-0 Over 2 Supports >11 R=3712 U=1189 W=3.5" R=2.894 U=927 W=3.5" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 19.630 OTY:1 FL 1 R Scale 1875''Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADI50N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INpICATFO. i0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL 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 p't FI•. f' j- J r : / f No•42704 S1i ' T C IIl. 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 ?_ -- 3 4 8 6 SMYTH LUMBER CO. ROOF TRussDivisioN D AT E 0 4 / 3 0 / 0 3 DRW SLT(USR352 03120046 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7yf s 7 STATE OF BC LL 0.0 PSF 407.2991 sz2 SPEC IF Ir AT ION PURL [SHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE GRWO GALE. STEEL. EXCEPT AS NOTED. CONNECTORS 70 CONNECTORS AREMADEOF2UNLP, chi LyyO RI.,, T 0 TL D . 3 7.0 P S F S E 0 N 17736 FAX: 407-29391 53 CAPPLYONNECTORS SSTH OTHERWISEEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.25 PROFESSIONAL ENGLNEEBTNGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE. OF THIS SPACING SFE ABOVFj JREF 1S2D352_Z04 CERTIFICATE OFAUTHORRATIoN #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI IA995 SECTION 2. Apr 3 0 ' 03 kcrt'44t, - cr1`144k, K/) lll, UMV — -- kl—. , „ , ,,. ,1 --- TOP CHORD 2x4 SP 2 12.0 MPH WIND, 21.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6m 2.5X4 5X6= 2X4 2X40 6 r— --1 6 F-z: ---" a 18-9-12 3X6(A1) 5X6= 3X8= 5X8— 2.5X4m 3X6(A1) F-= 1-0-0 1 0 0 i 9-0-0 I 18-0-0 _I_ 9-0-0 _I 36-0-0 Over 2 Supports R=1390 U=476 W=3.5" R=1390 U=476 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HUl 91 (HANDLING TNSTAL.LING AND BRAP)NG), PUBLISHED BY TPI !TRUSS PLATE 1NSTITU TE. T D'ONOFRIO DR., SUITE 260. NAO ISON, W( 53719). FOR SAFETY PR ArT ICES PRIOR TO PERF ORMIXG THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HA YE PROPERLY kTiAC MEO STRUCTURAL PANELS. BOTTOM CHORD SH0. LL HAVE A PROPERLY ATTACHED RI610 CEILING. at F lF I_ T C T C L L D l- 2 0.0 7.0 P SF P S F R E F R 3 5 2-- 34 8 7 DATE 0 4 / 3 0 / 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03120058ROOFTRUSSDIYISIONIMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALT. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO- i No.42704 . BC DL 10.0 PSF S L T - E N G / WM R2722SOUTHAPOPKABLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TR US SE 5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7C 7f j 7CSTATEOF . BC L L 0.0 P S F S E 0 N 12793 4072931522FAX: 407-299-91 53 SPECIFICATION PUBLI SHED BY THE AMf R7C AM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Jj OR10 :•' T I0T L D . 37.0 P S F D U R F A C . 1.25 PROFESSIONALF-NGTNEERINGDRAWINGS 160 A-2. THE SEAL ON THIS ORAWTMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFO NSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUi TAB IL IT AND USE OF THIS SPACING 24.0" JREF, - 1S2D352_Z04 CEanFTCATEOFAIJTFIORTLITION #92T8 ANST2N1"T1F0195NSE PARTICULAR BUILDING IS THE P. E SPO NSIB IL I T Y OF THE BUILDING DESIGNER, PER ADr 30 crrFl+L - Lrr4l+t, - KO TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "I" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X6= 3X8= I f I UI1'.l —M1 —MCV r mum L mrUICR Isir Vi — . 11 1 — - 11-11 —— 12. 0 MPH WIND, 21.66 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2- X4 2X40 6 r— (A) (A) 6 18- 9-12_ X8= 3X6( Al) = 5X8 2X4III 5 3X6( Al) = 1- 0-0 1 0-0 a I 11-0-0 I_ 14-0-0 _I_ 11-0-0 36- 0-0 Over 2 Supports R= 1390 U=482 W=3.5" R=1390 U=482 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:?_ FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIP.E EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18'91 (HANDLING INSTALLING AND BR ACINGj. PUBLISHED SY TPI (TRUSS PLATE INSTIIU TE. 583 D'ONOFRtO OR .. SUITE 200. HAO(SO N, W( 53T19j. FOR SAFETY PRACTICE$ PRIOR. TO P ERFDRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 10P CHOP.O $HALL HAVE PROPER L'! ATTACHED STRUCTURAL PANf.I S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. IMPORTANT**. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED• rRODUCT5. INC. SHALL NOT BE RESPONSIBLE FOP. ANY DE'/IATION FROM TNIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES LN CONfOR.MANCE XITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SREC" TlCATION PU8ITSHFD BY THE AMERICAN FOREST AX0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1 FI•. N0. 412704 STATE OF s S A f T C T C BC B C TOT T0T. L L D L DL L L L D. 20. 0 7. 0 1D, 0 0 . 37. 0 0 P S f P S F PSF P S f P S F R E F R 3 5 2-- 3 4 88SMYTH LUMBER CO. ROOF TRW59 DimioN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1 522 DATE 0 4/ 3 0/ 0 3 DRW SLTUSR351. 03120059 S L I - E N G / WM R S E O N - 12802 FAx: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y..•O R1•• D U R f A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P, E:SPO NSIBILItV SOLEtY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t Y,. i SPACING 24.0" JREF 1S2D352_7-04 CERTIFICATEOFALITHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Apr 3 0 LFN44(, - LI•F'441, - K? TOP CHORD 2x4 SP d#2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #k3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X6m 2.5X4= inLzI uNu rnr_rAmtu rm m Lunru,.Tn inrui ti--vV a u1rlLllj Lv—j JUDrR I II I-- 1111. 120 MPH WIND, 22.16 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. DEFLECTION MEETS L/360 LIVE AND 1-1240 TOTAL LOAD. 5X6m 2. 5X4 O, 2.5X4lk 6 r (A) (A) 6 18- 9-12 X = 5X8= 3X6( Al ) = 2X41N 5 8 — 2X4 M 3X6(Al) 1- 0-0 1-0-0 13- 0-0 I 10-0-0 I 13-0-0 36- 0-0 Over 2 Supports — ,I R= 1390 U=487 W=3.5" R=1390 U=487 W=.3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 01Y:2 FL l R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING ANO BRACING). PU8LISHEO BY TPA] (TRUSS PLATE i NST1TUTE. 583 O'ONOFR [0 DR., SUITE 200, HADISO N, W1 53714J. FOR SAFETY PR AC Tt{ES PRIOR TO P ERFOP.HING THE SF FUN{ilON$. UNL E55 OTHERWISE INO lCATEO. TOP CHORD SHALL HAYS PROPERLY ATTACHED/'" STRUCTURAL PANELS. BOTTOM CHORD SHALL HAtlf A PROPERLY ATTACHED RIGID CEILING. fMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. iN{. SHALL NOT BE RE FIG OX$18LF FOR AXY DE V[ATION FROM, THIS DESIGN ANY -AlLURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR fABR IC Ai ING. HANDLING. $HIPPING. IN, AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPE{ tF IC ATlON PURL ISHED BY THE AMf.R EC AN FOREST AND PAPER ASSOCIATION) AXO TPI. ALPINE COMMFCTOP. S ARE MADE Of 20GA ASTM A653 GP.80 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p" N"«N" flT wNo. f NO" 42704 t 8TATE OF R;, Ay T C i 1C BC BC TOT. LD. L L D L DL LL 2 0. 7. 10. 0 0. 0 37. 0 0 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 3 48 9 D A T E 0 4/ 3 0/ 0 3 SMY TH LUMBEli CO. ROOFTRu55DrvlstoN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 FAX 40 7.2H99?53 DRW SLTUSR352 03120070 SLT- ENG WMR. SEON - 17183 D U RF A C . 1.25 PROPEsstoNALENGtNEE1RINGDRAWINGS 150 A- Z.THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Df 51 GN SHOWN. THE. SU t TABIL ITY ANO USE OF THIS AL SPACING 24.0" JREF 1S2D352_ZO4 CERTIFICATEOFAUTHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEP. ANSI/ TPI 1-1995 SECTION Z. A pr 30 ' 0 3 A 7FP44C - ZFP44C - RIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER,. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X6= 5X6= 120 MPH WIND, 22.66 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X641 5X6 6 r 6 A) (A) 18-9-12_ 3X6(Al) = 5X6= 3X8- 5X6= 2X4III 3X6(A1) 1-0-0 1-0-0 to v i_ 15-0-0 _1_ 6-0-0 _1_ 15-0-0 _I 36-0-0 Over 2 Supports R=1390 U=491 W=3.5" R=1390 U=491 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING-` 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:. 58J D'ONOFk 10 DR „ SUITE 200. MADISON, W[ 5J719). FOP. SAFETY PRACTICES PRIOR TO 11F1 TC L L 20.0 P S F R E F R 3 52_ -- 3 4 9 0 SMYTH LUMBER CO. PF. RE DRMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUC TUR aI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j T C D L 7.00 P S F D A T E 0 4 / 3 0 / 0 3 DRW SLTUSR3S2 03120071ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 Z. BC DI_ 10.0 PSFPRODUCTS, INC. SHALL NOT BE: RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y7C7C S L T - E N G / WM R2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OP. FABRICATING. HANOL[NG. SHIPPING, INSTALLING AND t pC L L 0.0 P S FAPOPKA, F- 32703 BP.ACI NG OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PPOY ISIO NS OF NOS (NATIONAL DESIGN STATE OF p 407299-1522 SPECIFICATION PUOL ISHED 8Y THE AMER IC AX FOkE ST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299.9153 CONNECTORS ARE MADE OF 20GA ASTM A650 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNI..FSS OTHERWISE LOCA TEO ON THIS DESIGN, POSITION CO NNEC TOPS PFR t0R1,01. TOT.LD. 37.0 PSF SEON 17204 DU R F A C 1 5DRAWINGS160aZ. THE SF AI. ON THIS DRAWING INOICAIES CC TAN OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBIIIT'I SOLELY FOk THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS A " 2_ SPACING 24.0" JREF 1S2D352 Z04CERnFICATEOFAUTHOR17ATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIIO[NG OESIGNER. PER Apt30 ANSI/ TPI 1 1995 SECTION 2. ZFP44C - ZFP44C - R11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X6= 5X6= 120 MPH WIND, 23.16 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X60 5 X 6 6 6 A) (A) 18-9-12 X = 5X1 = 5X6= 3X6(A1) = 5 6 0 3X6(A1) 1-0-0 1-0 0 A=w I 17-0-0 _11-0-0 _1_ 17-0-0 _1 GE 36-0-0 Over 2 Supports BIN! R= 1390 U=498 W=3.5" R=1390 U=498 W=3.5" PI- T TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 1 R Scale 1875" Ft. WARNING" TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITU TF. 583 D'ONOFRIO OR., SUITE 200. MAO ISON. W1 53719J. FOR SAFETY PRACTICES PRIOR TO RERF ORHING THESE FUNCTIONS. UNlE 5I OTHERWISE INDICATED. T0P CHORD SHAH HAVE PROPERLY AT 7ACHE:O STRUCTURAL PANEI S. BOTTOM CHORD SHALL HA YE A PR OPFRLY k7TACMEO RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN ?0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT Bf RESPONSIBLE FOP. kqY Df YIA7ION FROM THIS DESIGN; ANY FAILURE TO M. T tIFI i`•: ffG1No"42%O4 lFL CT C BC LI_ D L DI- 2 O. 7. 10. 0 0 0 P S FP S FPSF R E F R 3 5 2-- 3 4 9 1 DATE 0 4/ 3 0/ 0 3 MYTH LUMBER CO. RooFTRussdmslON DRW SLTUSR352 03120072 S L T - E N G / W M R 2722SoumAPOPKABLw. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING DF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROYISIONI OF NOS (NATIONAL DESIGN 7 / t XSTATEOFSp BC L L 0.0 P S F S E 0 N 17383 407-299-1 522 FAX: 407-29"153 SPECIFICATION PUBLISHED 81 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. At. PINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FA OF TRUSS. AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POST T ION CONNECTORS PER I: A { (. VVV0{O r o T L D . 37.0 P S F D U R FAC . 1.25 PROFESSIONALENGINEERINGDRAWINGS 150 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPO RENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PACING 24.0" JREF 1S2D352_704 CERTIFICATEOFAUTHORUATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Apr 3Q i ZFP44C - ZFP44C - R12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense J2, T3 2x4 SP #2: BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT- REOUIREMENTS. 5X6= 120 MPH WIND, 2.3.41 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 L1240 TOTAL LOAD. 5X61 T3 5 X 6 T2 6 r— 6 A) (A) y18-9-12 3X6(A1) m 5X6= 5X8 — 5XU— 3X6(A1) 1-0-0 1-0-0 a 18-0-0 18-0-0 ,) Le 36-0-0 Over 2 Supports R=1390 U=501 W=3.5" R=1390 U=501 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 01Y:6 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. INSTITUTE. 583 D'ONGFP.IO DR.. SUITE 200. MADISO N. Wi 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAY E PROPERLY ATTACHED a t•tIFI •.• wCj(t 1 C T C L L D L 2 0. 7.0 0 P S F P S F R E F R 3 52-- 34 9 2 D AT E 0 4 / 30 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG[[) CEILING. il4V ORW SLTUSR352 03120013IMPORTANT** FUP. N ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 BC DL 10.0 PSFROOFTRUSSDIVISIONPRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SL T-ENG WMR2722SouTHAPOPKABLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN l 7CSTATEOF BC LL 0.0 PSF 4072991522 SPEC IF iCATION PUBLISHED BY THE AM ER ICAM FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF 20GA ASTM A653 GP.40 GALY. Si EEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OR Q TOT.LD. 37.0 c PSF SFON 17395FAx 407-2959153EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•'•`• D U R F A C 1 5 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING wyip`` PROFESSIONAL ENGINEERING R ESPONSI8IL [Tv SOLELY FOR THE TRUSS COMPONENT OES IGN SHOWN. THE SU ITABII ITv AND USE OF THIS CF.FMFICATEOFAUTHORVATION#9218 TIFORANY COMPONENTBUILDING IS THERESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 30 'ut SECPARTICULAR SECTION SPACING24.0" JREF 1S2D352_Z04 it-F'441, - 11-1'441, K13) n 1, -- Ll. ,. .. „ 1,. 1,,.,1 1-1111 _ 111..11 ,..,.. TOP CHORD 2x4 SP 2 :T2, T3 2x6 SP #2: 120 MPH WIND, 20.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 1 Dense :B2 2x4 SP SS Dense: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND 1-1240 TOTAL LOAD. 8X1010 3X4= 7X6= 3X4= 8X10 qP4611MR411 No wism", PaAP vn B2 2n v 5X4 = HS1018 = 3X8= HS1018 = ?_ . 5X4 = 4X10( 63) = 4X10(B3) 1- 0-0 1-0-0 a — 7- 0-0 I 22-0-0 _I_ 7-0-0 _I 36- 0-0 Over 2 Supports 'I R= 2778 U=884 W=3.5" R=2778 U=884 W=3.5" 18- 9-12 PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L Z O.O P S F R E F R 3 5 2-- 3 4 9 3 BRACING. REFER TO HIB 91 (HANOLING INSTALLING ANO BR AC ING). PUBLISHED BY TPI (TRUSS PLATE I" IT (TUTE. 583 D'ONOFRIO DR., SUITE 200. MAO ISON, Wi 53719). FOR SAFETY PRACTICES PRIOR TO ~tIFI _ PE:P.F OR ING THESE FUNCTIONS. UNLESS OTHERWISE INDf CAT ED. TOP CNORD SHALI HAY€ PROPERLY ATTACHED ,••t T C D L 7 , O P S F DATE 0 4 / 3 0 / O 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.— ROOFTRUSSDIVISION '; IMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fNGINEERED No. 42704 BC DL 10.0 PSF DRW SLTUSR352 0312.0074 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y = ? 2722 s013TH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7f li B C L L 0 . 0 P S F S L T - E N G / WM R APOPKA. FL 32703 BP. AC ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO' (NATIONAL DESIGN STATE GF s 407- 299-1 522 SPECIFICATION PUBLISHED SI THE AMERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE S A - CONNECTOR$ ARE MADE OF ZOGA AS TM A653 6R40 GALY. STEEL. EXCEPT A$ XOTEO. APPLY CONNECTORS TO •y O R1V T 0 T . L D . 37. 0 P S F S E 0 N 17672 FAX: 407-29991 53 EACH FACE OF TP.USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST ION CONNECTORS PER ••... PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING ` ' DUR . FAC . 1.25 • _ RESPONS[B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIIITY AND USE OF THIS _.- CERTTFIC- ATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 30 ANSI7TP1 1 1995 SECTION 2. SPACING SEE ABOVE1 JREF - 1S2D352_ZO4 7FP44C - R14) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP ##3 BOT CHORD 2x4 SP ##3 WEBS 2x4 SP ##3 SPECIAL LOADS LUMBER DUR.FAC.=1.2.5 / PLATE DUR.FAC.=1.25) TC From 81 PLF at 0.00 to 81 PLF at 13.00 BC From 20 PLF at 0.00 to 20 PLF at 13.00 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 20.79 FT MEAN HGT ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 (— __1 6 18-9-12 2X4(A1) i 5X4 = 2X4(A1) _ 1_ 6-6-0 _1_ 6-6-0 _1 L— 13-0-0 Over Continuous Support _1 R=101 PLF U=50 PLF W=13-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:l FL 1 R Scale 375" Ft. NARNING— TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H[8 -91 (HANOL ING INSTALL IMG AND BRACING). PURL"""' BY I" (TR.USS PLATE M Q_ It71ry`,-- TC L L 20.0 P S F R E F R 3 5 2-- 3 4 9 4 INSTITUTE. 183 D'ONOFRIO DR., SUITE 200, MADiSON, N! 53719}. FOR SAFETY CRArT[CES PRIOR TO PEkF ORM"" THF. SE FUNK IONS. UNLESS OTHERWISE INDICATED. TOP r"ORO SNAIL HAYS PROPERLY ATTACHED I'FI/j:.vl G/lr C' T C D L 7.0 P S F D A T E 04/ 3 0/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.— 7 DRW SLTUSR3F2 03120041IMPORTANT". FURNISH A COPY OF THIS DESIGN TO THF. INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 BC DL 10.0 PSFRooFTRU5SDM5WNPRODUCTINC. SHALL NOT BE RE $RDNSIBLE FOIX ANY DEYIATION FROM THIS DESIGN: ANY FAILURE TO 1 = y S17C7Ci1C S LT - E N G / WM R2722SOEITHAPOPKABLvD. APOPKA, FL 32703 BUILD THE TP.USSES 1N CONFORMANCE WITH TPI: OP. FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF OR HS NITH APPL I{dOIE PROVISIONS OF NOS (MATZO NAL DE $1GN$TATE OF t BC L L 0.0 P S F 407-299.1 522 SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i A OR`Q TOTT L D . 37.0 P S F S E Q N 12854 FA%: 407-299 9153 EACH FACE OF TRUSS. AND UNLESS 0THERNISE IOCATE0 ON THIS Df SIGN, POSITION CONNECTOR$ PFR, N•.{r`• D U R F A C 1.25DRAWINGS160A-Z. THF. SEAL ON THIS OP.AWING INDICATES ACCEPTANCE OF PROFESSIONAL EM(,INEERINGPROFESSIONALENGINEERINGRFSPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OP THIS SPACING SEE ABOVFj JREF iS2D352_104CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 3 0 ANSIJTPI 1 1995 SECTION 2. Lr r441, - Lr r44l, - N1. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 V 2X4 (A1) LCi-5 or— 9-10-13 —I 9-10-1 Over 3 Supports P,=360 U=193 W=4.95" ll1J 11— 1111 Ll LU1-- n —1Ur ri r r . r i 11 — i1. 120 MPH WIND, 20.65 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. Z R3214 U=187 3-9-15 R=33030 U=180 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R Scale 375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING fNSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR 10 DR., SUITE 200. MADISON, NI 63119}, FOR SAF F. TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH SHALL MAY PROPERLY ATTACHED STRUCTUR kL PANELS. BOTTOM CHORD SHAH HA4E A PROPERLY ATTACHED RIGID CEILING. u 1`1^~•. X FIC4 .F 0 T C L L T C D L 20.0 7 0 P S F P S F R E F R 3 5 2-- 3 4 9 5 SMYTH LUMBER CO. DATE 0 4/ 3 0/ 0 3 DRW C( TUSR352 031200J5ROOFTRI/SSDMSION 2722 SOETTH APOPKA BLvD. APOPKA-FL 32703 407-2991522 FAX: 407-2999153 IMPORTANT" Fr9RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IN_ SHALL NOT BE RESPONSIBLE FOR AN OEYI ATION FROM iNIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFfC ATI ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE CONNECTORS ARE MADE OF 20GA AST. A653 GR40 GALY. STEEL.. EXCEPT AS NOTED. APPL'I CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NO•as%04 STATE OF ty:IOR'Q• V r BC DL BC L L TOT.I-D. 10. 0.0 37.0 0 PSF P S F PSF S L T - E N G / WM R SEON 45926 D U R . F A C . 1.25FROPESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES XCCFPTANCE OF PROFESSIONAL ENGINEERING R E SPDXSIB lL.ITY SOLELY FOR THE TRUSS COMPO WENT DESIGN SHONX, THE SUITABILITY AND USE Of THIS i SPACING SEE ABOVE JREF 1S2D352_Z04CERTIFICATEOFAUTHORrZAnON#9218 COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr 30 ZFP44C - ZFP44C - E1 TOP CHORD 2x4 SIT #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. It-0 y(E 7-0-12 _I c7-0-0 Over 3 Supports R=335 U=180 W=3.5" I h I J LIWU FHtFAKtU hKIJM LUMFUItH INFU ; LLUAUJ h UI Pit NJIVNJI JUUI'I11ItU Gr IMUJJ r m- 120 MPH WIND, 2.0.66 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. 2 R= 1 6 U=180 3- 10-3 R= 7A U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 O-Ty:14 FI_ 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. 1 C L L 2 0.0 N S F R E F R 3 5 2-- 3 4 9 6 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DP SUITF 200. MADISON- WE13i19). FOR. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE NOICATED. TOP CHORD SHALL HAY E PROP PLY ATTACHED I i.0 STRUCTURAL PANELS, 80 TTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. M I C D L 7, 0 P S F SMYTHLUMBERCO. D /T E 0 4/ 3 0/ 0 3 DRW SLTUSR352 0312.0076 TRUSSIMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r No.42704 C BCDI-10.0 PSF ROOFDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE. TO S L T - E N G 4JM R 2722SOUTHAPOPKABLVD. APOPKA, FL. 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TP.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN i 7C STATEOFBC L L 0.0 0P S F 407- 299.1 522 SPEC iFIOAT ON PUBLISHED B'Y THE AMERICAN FOAI ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONRECTORS ARE MADE OF 20GA ASTM A553 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ft VVV L• O RVOr I/ TOT L D . 37.0 P S F S E O N 12717 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER c D U R F A C 1.25 DRAWINGS 150AZ. THE SEAL ON THIS ORAWING IWDICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING k` 4 PROFESSIONAL ENGINEERENGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDES{GN SHOWN. THE SUITABILITY ANO USE OF THIS SPACING 24. 0" JREF 1S2_D352_104 CERTIFICATE OFAUTHORrzAT10N#9218 COMPONENT1FOOR ANY BUILDING IS THE RESPONSiBILITYY OF THE BUILDING DESIGNER, PER Apr 30 SECTIOICULAR kt.rrvtt. - r_1Aj „ 1 ... 1 —11111 — TOP CHORD 2x4 SP #2 120 MPH WIND, 20.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 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. 0-4-15 1 2 = 17D2 U=180 3-10-3 R=76 U=180 2-X4 (A1) 6-11-4 _I L-6-10-8 Over 3 Supports- R=261 U=180 W=2" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H16 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TP! (TRUSS PLATE It T C L L 20. 0 P SF R E F R 3 5 2-- 3 4 9 7 I. PERFORMING THESE ESOFUNCT{ONSORUNL. E SSTTO O THERWISEOINDICATED. TO PICNORDF OHAL IFHAYE PPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c p~FI I C D L 7.0 PSF DATE 0 4/ 3 0/ 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03120048 ROOFTRUSSDIVISION2722 50uTH APOPKA BLVD. APOPKA, FL. 32703 407- 299-1 522 FAX: 407-29"153 PRODUCT. INC FURNISH A COPY OF THIS DESIGN N THE INSTALLATION HISCONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT OF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFTCATIOR PURL [SHED 0G THE AMERICAN FOREST . S PAPER ASSOCIATION) AND TPI. ACONNE STN A653 6Rd6 GAL V. STEEL.. EXCEPT AS NOTED. APPLY CONNECTOR$ TO CONMECTOR$ ARE WADE OF 206A AST M EACH FACE OF TRUSS. AND UNLESS OTHERWI Sf LOCAT EO ON THIS DESIGN. POSITION CONNECTORS PER No" 42704 = 1 1 t7fSTATE OF S j yvO `,( BC BC TOT DL LL L D . 10. 0 0. 0 37. 0 PSF PSF P S F SLT- ENG A, - WMRS E O N 12875 D U R F A C 1. 2 5 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL I GINEEP.ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUItAB ILITY AND USE OF ?H iS Ai• SPACING 24.0" JRFF 1S2D352_Z04 GFRTiFtcATEOFAUTNORIZATTONA9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Apr 30 E IIrt'44t, - 1.Ft'441- - (:1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F- 2X4(A1) 11 0-01-0-121 1-0-0 Over 3_upports 0 - 1FV 1U 1800 18-9-12 U=180 R=175 U=180 W=3.5" IH1J UWU PRtF'ARLU FHUM (.UMPUILK INPUI (LUAU) f U1MtNJ1UNJ) JUbMIIItU by IHUJJ MFH. 120 MPH WIND, 19.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI(STD), FLBC 6.10 OTY:8 FL 1 R Scale 375" Ft. WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M q,._ T C L L 20.0 P S F R E F R 3 5 2-- 3 4 9 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 183 O'GNOFRIO DR., SUITE Z00. HAD II N. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED CWA, T C D L 7.0 P S F D A T E 0 4/ 3 0/ 0 33MYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH THIS jfj 0 ROOF TRu55Dm5lom A COPY OF DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED if {.1No.42704 S BC DL 10.0 PSF DRW SLTUSR352 03120G77 2722 SOETTH APOPKA BLVD. FROOUCTS, INC. $HALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO THE TRUSSES S L T - E N G / WM RAPOPKA. FL 32703 BUILD IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ST . OF j BC L L 0.0 P S F 407-299.1522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 70OFZUXLESSTO7HERNISEdLOCATEOGALETH[SEDESIGNA$POSITIONCONNPROFESSIONALTOT. LD. 37.0 PSF SEON 12711FAx: 407-2999153 EACHEFACESOFRTRUSSE ANOMADONCONNECTORSNFERORSN. p!,i D U R F A C 1.2 5 DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ENGINEERINGRESPON$IIII ILITYSOLELV FOR THE TRUSS COMPONENT 0ES [GN SHOWN. THE SU [TAB IL[TY AND USE OF THIS CERTIFICATE OF AuTHORRATION #9218 ANSIONENT1F01996NSECTRTICZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr 3Q SPACING 24. 0" J R E F 1 S 2 D 3 5 2_Z 0 4 Lrr,+w,, - to TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 2 R456 U=180 1-1I0-3 1 -12 R=26 U=180 I-a-0- 1 OF —3-0-12--->j 3-0-0 Over 3 Supports R=198 U=180 W=3.5" 120 MPH WIND, 19.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:7 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE nM TC L L 20.0 P S F R E F R 3 5 2-- 3 4 9 9 INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED rR ODUCTS. [NC. SHALL NOT BE P. ESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ S[TH APPLICABLE FROV[SIONS OF NOS (NATIONAL DESIGN SPECIE ICAT[ON PUBLISHED BY THE AMER[CAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MAOE OF 20GA AS7M A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN. POSITION CONNECTORS PER rl i 'No"42704 = ijSTATEOF Y t O R1CP T C BC BC TOT. D L DL L L L D . 7.0 10.0 0.0 37.0 P S F PSF P S F P S F DATE 0 4 / 3 0 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1 S22 FAx: 407-299iJt 53 DRW SLTUSR352 03120078 S L T - E N G / WM R S E Q N 12713 D U R F A C. 1.25 PROFESSIONALENGINEERRVGDRAWING$ 160 A-Z. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1S20352_7.04 CERTIFICATEOFAUTHORIZATION *92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANs1TTr1 1-1995 SECTION 2. Apr 30 - ZFP44C - C2A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6f 2 470 U=180 0-4-15 1-10-3 R=30 U=180 2X4 (Al) I2-11-4-3-j 2-10-8 Over 3 Supports R=113 U=180 W=2" 120 MPH WIND, 19.94 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. PL-T iYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE"•""• INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. HAO ISO N, NI $3719). FOR SAFETY PRACTICES PRIOR TO PERF ARMING THESE FUNCTIONS. UNLESS OTHERWISE iNO IC ATED. TOP CHORD SHALL HAVE PROP F.RLY ATTACHED STRUCTUPAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e_ FI w rjG F1 1 C L L T C D L 20.0 7.0 P S F P S F R L F R 3 5 2-- 3 5 0 0 SMYTH LUMBER CO. DATE 0 4/ 3 0/ 0 3 DRW SLTUSR352 03120049ROOFTRUSSDIVI510N 2722 SouTH APOPKA BLvo. A. FL 32703 IMPORTANT" FURNISH A CpPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RES TONSI8 LE FOR ANY DEYIAT ION FP. OM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AM OFBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Nu.42704 7C i7C STATE OF BC DL pBC LL 10.0 0.0 PSF PSF SI-T-ENG WMR SEQN 17.864407-299-T 522 FAx: 407-2999153 SPECIFICATION PUBLIMA D,SHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION} TPI. ALPCO INE TO EACHFACEOFRTRUSS. AND UNLESSOF IOGA TOTHERWISE4LLOCATEDONETHISEDESIGN. POSITNO DION CONNECTORS PEP CONNPROFESSIONAL yOR' TOT .I_D. 37.0 PSF D U R . F A C . 1 .2 5 ENGINLERING DRAWINGSt60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPONSIBLIITY SDLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN O USEOF THIS p E SPACING 24. 0" JREF 1S2D35?__Z04 CERTIFICATE OFAUTHORRA710N #9218 COMPONENT FOR ANY PAIX T ICULAR8UI LOING iS THE RESPONSIBILITY OF THE BUI LOIN DESIGNER. PER k N111TPI 1-1995 SECTION 2. Apr 3 0 ItE E•44(- - Lrt'441- - Us) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 Rh114 U=180 2-10-3 12 R=50 U=180 I! 0-0 (E 5-0-12:0- 5-0-0 Over 3 Supports- R=264 U=180 W=3.5" I HIJ UMU tKtVAMtU rMUM vdnrUltrc tnrUJ 1,LW11LIJ n ULPltnJI'J1131 JUDrliI ItU DI IMUJJ rirw. 120 MPH WIND, 20.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:7 FL 1 R Scale 375" Ft. WARNING," TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P SF R E F R 3 5 2-- 3 5 0 1BRACING. REFER SO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TP1 (TRUSS PLATE INSTITUTE. 583 O'OMOFRIO OR.. SUITE 200. 7ADISDN. WE53719), FOR SAFETY P0.ACTICES PRIOR TO PE THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDERFOR pp.^N• 4 af1`. / jj_ -77 C' T C D L 7.0 P SF DATE 0 4 / 3 0 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JJJj i DRW SLTUSR352 03120079ROOFTRUSSDm5loNIMPORTA.NT'* FURNISH A COP'V OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN'Y DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM R2722SouTmAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OP. FABRICATING. HANDLING. SHIPPING. 1NSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SUITE OF BC L L 0.0 PSF SPEC IFICATION PUS LISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Pjf407-299.1 5Z2 CORRECTORS ARE MADE OF ZOGA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0)R,O TOT . L D . 37.0 P SF S E 0 N - 12715 FAX: 407-299-9153 EACH FACE OF TP. USS. AND UNLESS OTHERW ESE LOCATED ON IHtS 0ESIGM. POSI T to CORNEC TORS PER D U R F AC 1.25DRAWINGSI60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A{, PROFESSIONAL ENGINEERING RESPOMSEB ILITY SOLEtY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1S2D352-_7.04CERTIFICATEOFALRNORWATTOPI#9218 COMPONEENT1FOR ANSECTRTIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 30 '03 k[.r r4 1 u - Lr 3i1) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0- 4-15 2 h 01 U=180 2- 10-3 12 R= 53 U=180 2X4 ( A1) 4- 11-4 EE 4-10-8 Over 3 Supports R= 187 U=180 W=2" i n i a unu r nrrnn[u r nv r, v rir u; n Tier ui Li.. U ova n L'I ri ulai vn of II , - - .. 12. 0 MPH WIND, 20.44 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT 1-YP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0I-Y:1 FL 1 R Scale 375" Ft. WARH( N... TRUSSES Rf.OU[RE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE w Mrye- IC L L 20.0 P S F R E F R 3 5 2-- 3 5 0 2 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. HAD ISON, Wi 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN0 CkTED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.•"' I/'_ F' p T C D L 7.0 P S F DATE 0 4/ 3 0/ 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03120050 ROOFTRussDmslON2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 FAx: 0407 2999?53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES )N FOR WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS INATIDNAL DESIGN SPfCIFICATiDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AP.E MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLf SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER F ni0,42704'' 1 St / STATE OF t t 0 io. , ,' r, ...'• A``• BC B C TO 1 DL L D . 10. 0 0. 0 37. 0 PSF P S F P S F S L T - E N G / W MR S F O N 1.?_ 8 6 9 D U RF AC . 1.. 2 5 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE: SEAL ON THI$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSIBILI7Y SOLELY FOR THE TE LI SS COMPONENT 0ES )GN SHOWN. THE SUI TAB IT AND USE OF THIS SPACING 24.0" JREF 1S2D352_Z04 CERTIFICATEOFAUTEN0RRATTOFl#92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ IPI E 1995 SECTION 2. Apr 3 0 ASCE 7-93: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C t1, 2X4 BRACE GABLE VERTICAL SPACING I SPECIESI GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 1" BRACE •• I) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B i / #2 3' S" 5' ll" 6' 0" 7' 0" 7' Z" 8' 4" 8' 6" 10' I1" 11' 3" 13' 1" 13' S" U S P F 3 3' 4" 4' 11" 4' II" 6' 5" 1 6' 5" 8` 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" l0' 0" 13' 1" 13' 1" ml Q STANDARD 1 3' 3" 4' 2" 4' 2' 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 6' 7" 11' 8" 11' 8" 1 3' 9" 5' It" 6' 4" 7' 0" 7' 6" 8' 4" 8' I1" 10' 11" ll' 10" 13' 1" 14' 0" 2 3' 8' S' 11' 6' 4' 7' 0' 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' i" 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 DFL STUD 3' 6" 4' 11" 4' II" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' Z" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" it' II" I I1' 11" i 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6"' 12' 11" 14' 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' II" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11' S' 11" 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" JsJ 0 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" CID 3 4' 0" 6' 2" 6' 2" 8' 0" B' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 1 4' 0" 6' 1" 6' 1" 8' 0" 6' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" i STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" l u S.. P F 3 4' 2" 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" J H STUD 4' 2" 6' It" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' !0" 14 0" 14' 0" I STANDARD 4' 2" 5' IL" 5' Il" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4 7" 7' 5 I 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0': 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" I1' 0" 13' 10" 14' 0" 14' 0" 1 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" 12' 5" 12' 5" IA' 0" IA' 0" SYMM 2X4 #2N OR BETTER DIAGONAL BRACE OPTION VERTICAL LENGTH MAY BE 18" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 670# tBRACEATEACHEND, MAX WEB TOTAL LENGTH IS 14'. 4 rORBETTERDIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" f IN TABLE ABOVE. I DOUBLE CUT L 1ASSHOWN) AT L UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -PLR HEM -FIR 1 2 STANDARD 2 STUD 3 1 STUD I ANDARD DOUGLAS FIR -(ARCH SOUTHERN PINE 3 3 STUD STUD STANDARD I STANDARD GROUP B: HEM -FIR 1 h BTRIF1 SOUTHERN PINE DOUGLAS FIR -LARCH t I 2LLI GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0' OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) _L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" LX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN It' 6" 2X4 GREATER THAN It' 6" 1 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. j• n ' ' ' ' ' THIS DRAWING REPLACES DRAWING A10030E WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98-CAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 WONGFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRHCTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Na• 42704 DATE 09/IO/OI SMYTH LUMBER CO. HAVE A ORFURNISHLY CAAECOPYGOFID CTHISNDESIGNROOFTRUSSDIVISION IMPORTANT-- TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DRWG A12030EC0901 ENG2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE OF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMBANDGR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i /C R Q:•; TOT. LD. 60 PSF DNLESS OTHERWISE LOCATED ON THIS DESIGN, NATES SEAL ONTHISqPROFESSIONALCONNECTORS PER'//;,,/ 0 AL SITION F NGINEE ENGINEERING ELL FORTE SHOWN.NCEOF RESPONSIBILITY EPONESIBOILTHECOMPONENTDESIGNCenTFPROFESSIONAL NG THISSO FOR ANY pC SI BUILDING THERESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Wit Pl'•(":,.""`; MAX. SPACING 24.0 GABLE DETAIL SOUT /\`'"/ ABOUn FOR LET -IN VERTICALS IIrda RIGID SHEATHING 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" 114 OR 2X3 2XB GREATER THAN 4' 0", BUT LESS THAN it' 6' 2X4 2X8 GREATER THAN 11.' 6" 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE. WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 42X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T' REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.0 PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' X 3 TOENAILS AT 4" O.0 PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699. A08015EN0699. A07015EN0699 A11. 030EN0699, A10030EN0699, A09030EN0699. A08030EN0699, A07030EN0699 ASCE 7-96 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901. A11015ECO901. A10015ECO901. A08515EC0901 A13030ECO901. A12030ECO901, A11030ECO901. A10030ECO901. A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 S11030EN0699. S1003OEN0699, S09030ENO699, S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 ' T" REINFORCING MEMBER 2X4 " P" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L' TO "T" REINFORCING MEMBERS, MULTIPLY " P" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 " L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACE11 WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 % 2x6 40 7• 50 110 MPH 30 FT 2x4 10 % l0 Z 2x6 50 % 50 % 100 MPH 15 FT 2x4 0 % t0 % I 2x6 30 % 50 % 100 MPH 30 FT 2x4 t0 % t0 7• 2x6 40 Z 40 R 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 % 90 MPH 30 FT 2x4 l0 % 10 % 2x6 30 % 50 % 80 MPH 15 FT 2x4 10 Z 20 % I 2x6 10 % 30 % 80 MPH 30 FT 2x4 20 % 10 % 2x6 20 % 40 % 70 MPH 15 FT 2X4 0 % 20 Z 2x6 0 % 20 % 70 MPH 30 FT 2x4 10 % 20 % 2x6 l0 % 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24' O.C. SP y3 T" REINFORCING MEMBER SIZE = 2X4 P" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 WARNINGy- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED r `r'•-•.•••••• "/ FICA•. y REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS y. V•.•!• (n ''11 `•, G G •, i L DATE 10/24/01 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 3 •', 1 DRWG G BLLETINI 001 ROOFTRU55DIVISIONALPINEENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 1 ;• No. 27 0 474 _ ENG DLJ/KAR 2722SOuTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS 8 * APOPKA. FL 32703 WITH APPLICABLEI PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 2ss1522 OGA AMERASTMA653GR40ANFTGALV.PAPER STEELAEXCEPTT ASN ) AND NOTED TPI. APPLYNE CONNECTOSARE MADE OF CONNECTORS TOEFACESTATEOF TOT. LD. 60 PSF FAx: 407-299-9153 EACH OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••• R. FAG. ANY CERYFIOFESSIONAL CATEOFAAUTHORtzATION1N921B DRAWINGS160 A-Z THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENT SUITABILITY AND USECOMPONENTI SHOWN.THETH£ FOR ANY PARTITY SOLELY FORTHE: TRUSS CULARBUILDING Q`; •• y%/ O ••• 4 OR BNG UILDINGa(` Fe„ ....... • : 7AX SPACING 24.0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. SOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D r 4-0-0 MAXI 12 12 MAX.(— 1YZX4 W2X4 1V2X4 8-0-0 MAX -I 12 12 MAX. 4X WIX3WIX3 6-0-0 WIX3 MAX SPACING) W2X4WIX3 16-0-0 MAX WIX3 12 12 i<1AX.(— 1Y4X4 WIX3 WIX3 6-0-0 WIX3 WIX3 W5X4/SPL D (MAX SPACING) W2X4WIX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E-NAI Yf W2X4 W4X4 r3F OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 " OC PLANa,tilalsllsruu // SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ' /yy Q •/V THIS DRAWING REPLACES DRAWING A105 WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, N. 4 INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED ; •• V %'••, TC LL 30 30 40 PSF REF VALLEY DETAIL FOR •' BY TPI (TRUSS PLATE INSTITUTE, OR D' THESE WI. E INDICATEDSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED„ UN SUITETIONS 2UN MADUNLESS OTHERWISE C DL 20 15 7 PSF DATECHARDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALE •, 06/25/99TOP ySMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING N O. 4 2 7 04IMPORTANT•• FURNISH A COPY OF THIS DESIGN T THE INSTALLAT113N CONTRACTOR. ALP[ ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = RC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/VAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI1 OR FABRICATING, = IC LL 0 0 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ', STATE OF 407-299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi FAO,• OT. LD. 60 57 PSF55 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TFAX: 407.299.9153TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /'•,• O 1 P•.' ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL /y,I DURYAC.1.25/1.33 1.15 Ll51 ` oPROFESSIONALENGINEERINGENGINEERINGSOLELYORTHEFORANUSCOMPONENTTHE .• ```W AND RESPONSIBILITY G SHOIS WN. ICULAR BDESIGNCERTIFICATEOFAUTHORIZATIONM921BRESPpNSIBItITYOFTHEBUILDINGDESIGNER, PER AN$1/TPI 1-1995 SECTION 2. /////,S/Ort et•.vl a 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") COMMOND) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VAI.TRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B). (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 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) f-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. 1, h , L (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) L RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON. Wi. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAX: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIiATIONM921 THISSUITABILITYANDUSEOFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN I+ LYL1Y1V Lv 11\VJJI:.rJ t11 G.`t Vl. 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 GIRDER Al;ll/w/N/N111111 THIS DRAWING REPLACES DRAWING V105-CONV v`a NftlC k. G F •'• N0. 42704 STATE OF L••: c n R 10 P;. C LL 30 DL 20 BCVL 10 B* IL 0 TOT.LD. 60 30 15 10 0 40 PSF 7 PSF 10 PSF 0 PSF 57 PSF REF CONV. VALLEY DATE 06/25/99 DRWG VALCONVF0699 ENG MLH/KAR 55 IC.1.25/1.33 1151.15 CING SEE ABOVE yyy' n 8 0 Alcople TOP CHORD 2X4 y2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 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. A A EITHER PLATE LOCATION IS ACCEPTABij 1: W C 20' FLAT TOP CHORD MAX SPAN II MAX SIZE OF 2X12 2 OR BETTER A A E E E E OP'PIONAL B SPLICE B / BD B D-SPLICE B 2' Tu B B tl B C C C 4C w 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 I.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER. OR BETTER, AND 80%. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. coo oo O o 0 0 0 0 0 2 o 0 0 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ,+.'•' 1if i/AWING REPLACES DRAWINGS 634,016 634.017 & 847,045 WARNI NG-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.•' INSTALLNG AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHEDBYTPI (TRUSS PLATE AtV N/ MAX LOADING REF PIGGYBACK INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL F1 1 •., ll..,q jrLi 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE k PROPERLY ATTACHED RIGID CEILING V DUR. FAG. IMPORTANT> FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL 33 Al50 D R ING PIG BAC KB06 99ROOFTRu55DIVISION 272250urHAPprICABLVO. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, s ' ;• : NO.42704 PSF AT ENG DLJ/KAR APOPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1.25 DUR. FAC. 407.299-1522 FAx: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION STATE OF 47 PSF ATCONNECTORSPER DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL j A •. 1.I 5 DUR. FAC. PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION#921 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j iol:w•. nRi ACING 24.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA 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 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ 4 ++ 9.5 MAX 18" 3X8 TRULOX ** MAX C ) 4 3X12 TRULOXC 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE I::.ij•bNllllh/(Jjjh S DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 r'vARNING a TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED + TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR `\ \,••'•••'• ; SAFETY PRACTICES PRICR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, V•, Q'rIF'cn • DL — PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL `, `7 TSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE '•- B &DL 10.0 PSF DRWG BCFILLER0699ROOFTRU55DIV•SION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS " 2722 SOUTH APOPKA BLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ' * No. 42704 CcLL — PSF -ENG DLJ/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH _ _ APOPKA_ FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = * _ I 0' LD. — PSF407-2981522 aMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFAx. 407-299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER % 1 DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i 00 S ` FAC.I.O/1.15/1.25/1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHEy •. ACERTIFICATEOFAUYHOR12ATION8921SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEyiO •• i.' • ACING 24.0RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. b_ '•_ L (1 Q 10 1 STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N i WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG j LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N, 2-00-00 ' 2-09-15 1 #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 COMMON TRUSSF 1 HIP TRUSS J5 J3 Jl J JI J3 J5 J7 J7 I J7 J' I J 5 7- 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 i J3 HJ 3) 16d TOENAILS J5 J7 12 12 W2X4300 s 2 12 00 / 4.24—, ALTERNATE LOADING W2X4 W2X5 W3X4 TCLL 20 PSFfOR SIIMPSON TCDL 20 MAX PSF spa THJA26 BCDL 10 PSF i i I I TOT.LD. 50 MAX PSF 9-10-13 OVER 2 SUPPORTS IDUR.FAC. 1.25 R=463#, W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES iqj DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 CHANDLING INSTALLING AND BRACING), PUBLISHED iF C LL 30 MAX PSF REF 7' STBK CS BY TPI CTRUSS 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 AND BOTTOM CHORD SHALL CIF Cq••• Tom• y DL 15 blAX PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.• FURNISH A COPY OF THIS TO V ( ' BC L 1 O PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION 272250UTYI APOPKA BLVO. DESIGN THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, 3 '*' • No• 42704 0 PSF ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH L 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 OT= LD. 55 MAX PSF 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 DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i STATE OF3 O t FAC. 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE 1.3 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ij, O •••/ C1P•' CERTIFICATE OF AUTHORIZATION 9921 B; RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Y ACING SEE ABOVE N,*,,... y0N Al .:, CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. j WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 i ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (I) SCAB PER FACE. ATTACH WITH LOd NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH rr WARP11NGe 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. 563 D'OVOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rrIMPORTANT— 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 APOPKA BLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, 27 22 SOUTH HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS <NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM FAx: 407-299-9153 A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AIRHORIIATION M921Q SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THECERTIFICATEOFRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IFIC,gTF,p No. 412704 R STATE OF T-BRACE OR L-BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579,640 LL DL It DL LL I LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR FAC. ACING FLOOR GABLE) IM1S UW6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). OUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4' DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = j DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES LVEM TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL- BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. Continuous Support VARIES Note: All Plates Are W2X4 Except As Shown. Ji, PLT TYP. Wave TPI-95 R Design Criteria: TPI STD t```"• gyp` ' ' •• 'o, FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRL EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRA({NG. REf ER TO HIB 91 (HANDLING INSTALLING AND BRACINGi. PU8LISHEO BY TPI (TRUSS PLATE ` 1NIT1 TOTE. SBD D'ONOFR IO OR., SUITE 200. MApI50N, NI 577191, FOR SAFETY PRACTICES PRIOR TO PERfORM [NG THESE FUNC T(O NS. UNLESS OTHERWI±E IND ICATEO. TOP CHORD SN ALL HAVE PROPERLY ATTACHED y, v .'tJv • L L D L 40.0 10.0 P S F P S F R E F R 3 5 2-- 1 5 3 7 2 OAT E 0 7 1 5 0 2SMYTHLUMBERCO. IAUC YURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N o 4 2 70 4 TRUSSDIV{SION IMPORTANT FURNISH A COPY DINT HIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y• Bt= ROOF NCPRODUCTS, INt. SHALL NO BE RESPOSIBLE FOR ANY DEVIATION FRON iH IS DESIGN; ANV FA ILDR f: TO DL 5.0 PSF DRW SLTUSR352 021?bD03 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE NI iH TF 1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACENG OF TRUSSES. THIS DESIGN CONFORMS VIf TIIAPPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN i STATE OF BeLL 0.0 PSF SLT-ENG WMR 407 299.1 522 1 EC If AT10N PURL ISHEOBY THE AMER !CAN FO F..E ST AND PAPER ASSOCIATION( AND TPI. ALPINE S E 0 N 11184 FAX: 407.299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i T . L D . 55.0 P S F EACHFACEOFTRUSS. AND UMIES$ OTHERWISE IOC ATfD ON THIS pESIC.N. POSITION CONNECTORS PfR DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING ArCEPTANCE O/ ^ / O r :,•'-`N i R 1 b UR FAC. 1.00 FROM PROFESSIONALENGINEERINGINDICATESOFPROFESSIONALENGINEERINGRESPO NSf8lliiY SOLELY FOR THE TRUSS COMPO WENT DESIGN SHOWN. THE SUITABILITY AND OF THIS c• 0 \' F •.. •• _•Ly CERTIFICATEOFAUTHORIZATION#92 ISUSE COMPONENT ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1FORSEPARTIPARTICULAR2.`hl• JREF 7 1RU8352L17 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR NEAR MIDSPAN FOR TRUSSES NOR S WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900y MAX. 6X6 TRULOX FOR P = 4400y MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2 CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.0 OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O C BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER. PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.146" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLACK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3") NAILS. FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION NARROW FACE AiN COMMON T 0.148" x 3") NAIL I LNWIDE FACE. CROSS SECTION DETAIL 4 CROSS SECTION DETAIL 31 iP 3 1 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500g 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"XI.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION AT TO3.5"" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5. 5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS SWIMD LACES DRAWINGS 1.070,976 798517 T620,124 & T615,469 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Z` LL PSF rCFIC ••• F REF SY42 CONNECTION 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 CHORD SHALL t. T y 9V n• yDL PSF DATE 06/25/99 T SMYHLUMBER CO. A CEILING. y ROOF TRUSS DIVISION IMPORTANT.. ANOT..RFURNISH AECOPYGOFTHISTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR DEVIATION FROM B L PSF No- 42704 'IDRWGCNSY42PLO699 ENG MLH/ KAR 2722 SOUTH APOPKABLVO. ANY THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH BC RL PSF APoPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA44 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE z •: OTg' LD. PSF 407-299-1522OF20GAASTMA653GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L •• STATE OF FAX: 407-29"153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS ENGINEERING RESPON RESPONSIBILITYSOLELY THISDRAWINGATHIE GTRUSSCOMPONICATES ENTTHEi lOw•• FAC' 1"00DESIGNEPTANCE SHOWN SUITABILITY ANDUSEOF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O,' i ^ CERnFICATE OF AUTNORRATTONN92{Bt i RESPONSIBILITY OF THEBUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. FF7....OR ACING P 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 CURVE DELTA ANGLE RADIUS Map OUrveyTANGENT CHORD C 1 I1e15'00" 75.00' 14.73' 7.38' 14.70 LINE BEARING DISTANCE L I N 89e45'58"W 60.00' L 2 S 89e40'49-E 45.37' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 A 28 LI 15' UNDISTURBED BUFFER LOT B- GRADING ; 9. 117 SO. FT. y o O N O rpm N • e; O { 0 D-I si 2- 1 m LANAI rn a m 4. 0' m m ELEY. a A C' Orom y•Z+ TWO STORY RESIDENCE Z rFIN. FL. ELEY.:$0.0. o , w J6. O'w 4e. 0'D h I 18. 0 v. 1 LOT 36 CHORD BEARING N 84e41'42"E FLOOR SLABELEVATiON ROWNMUST BE ENT_ROAD UN.55 OF ADJACENT APPROIJED L2 FD I,R.A CAP SC L8+57J6 O CAT H BASIN REFERENCED BEARING N 9'40 49'W 954 46 CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD d UTILITY EASEMENT CITY OF SANFORD LEGAL DESCRPTION.• Lot 37. " CALABRIA COVE ' according to the plot thereof as recorded in Pbt Book 60. at pages 8 - 16 of the Pubic Records of Semnde County. Florida FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone 'X" accorcinq to the Federal Ernergency nt Agency. Letter of Mop Revision LOW) Case Limber 96-04 12 P. Doted March 8. 1 9 9 6. General Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on p 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, If any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, ere 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 %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. U Denotes P.C.P. (Permanent control point) 01 Denotes Permanent Reference Monument AREAS: DRIVEWAY. 580 SO. FT. LEAD WALK: 28 SO. FT. SETBACKS: FqTE DATA Front 25' Rear 20' 1 M'ERVIOUS SO.. FT. - 26 x Side 75 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA -2.375SO. FT, Note: Becrngs shown hereon ore referenced to the CIL of CALABRIA SPRNGS COVE as being N 89`40'49'W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engmeerng, Inc. ProjectNo. 9709-3 1. Legend ID Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CA. Centerline PC Point of Curvature n Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated dPCP Permanent Control Point CB Chord BearingP Page CD Chord R.Rf .M Permanent Reference Monument C M. Concrete Monument P Property e EL. orELEV Elevation P.. O.B. Point of Beginning piFINAL EL. Elevation (Measured) P. O. C. Point of Commencement FD. Found P. 1. Point of Intersection Fin. Fl. Elev. Finished FloorElevation PRC. Point of ReverseCurvature 1. P. Iron Pipe PT. Point of Tangency I. R. Iron Rod R Radius L Arc Length RAD Radial LineLB Licensed Business REV. Residence LS. Land Surveyor Ram MeeMeasuredTBMTemporary B TemporaryBenchmarkN/ D(N&D) N. R. Nail and Disk Not Radial TYP. r/-//- Typical Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the s ature and the original raised seal grow. by. AM of aFlorida licensed Surveyor a appo cheated by: OP This survey meets the requireme s of I F da Minimum Technical Prepor od For: 6EAZER Job Neater: 01.005.0? idsascontainediChap1G17- lords Administrative C e. JobSee1'- 40' Sketch of Le of Description t ionPlot &lee Pgroraed: 06-?S-QI 9 PReY. oete oil$ X : 06. 7- I Th i s is not O Survey Preporod vote. 0.d 6oe.dr Leyel De. eri tie+: OB-08.01 ReY.FieitM F loor EIe.:06-?4.01 William Hen, P.L.S. FloridaRegisferad ndSurveyorNo.3182 model cho.yor 04-20.03 Re.. Hoe+ e Pantie. : OS-06.03 DaraeL. Priemienieekl, P.u^M. Reglsfered rrveyorand Mapper No. 6030 For+dot ie. serYey: William R. Hen, P. S. M. Registered Surveyor andMapperNo. 6092 F i . o l s e rYe y : Hen dAssociatesInc., State of Florida LS4937 FORM 600A-2001 FLt RIDA ENERGY EFFICIENCY CODE OR BUILDING CONSTRUCTION Florida [' , Partment of Community Affairs Residential U1/hole Building Performance Method A P Qject Name: FP44 -- -----_ .._- Builder: BEAZE #COMES Address: 10 k 0 \., r P -'""" Permitting Office: 0i.:,n...` City, StAe: Permit Number:J Owner:^, ,_ Jurisdiction Number: i Climate Zone: entral i 1. New cogs Vuction or existing 2. , S family or multi -family I 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (111) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types j a. Raised Wood b. Slab -On -Grade Edge Insulation, 0 c. IOthers 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10, Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family a. Central Unit Cap: 60.0 kBtu/hr _ 1 - i SEER:12.00 - 4 _ b. N/A Yes - 2475 W c. N/A I 438. 0 ft' - 13. Heating systems 0. 0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr - 0. 0 ft2 - HSPF: 7.80 _ 0. 0 ft2 b. N/A I R= 11.0, 404.0 ft= _ c. N/A R= 0.0, 172.0 111 161. 0 ft' I 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons R= 4.2, 1153.E 113 - EF: 0.86 _ R= 11.0, 879.0 ft2 _ b. N/A R= 11.0, 432.0 f1' c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 30.0, 2475.0 ft2 _ 15. HVAC credits PT, - I ( CF-Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.18 Total as -built points: 34843 PASS Totalbasepoints: 36352 I hereby certify that the plans and specifications covered by this calculation are in ct pliance with the Florida Energy Code. J PREPARED BY. _ " i V;k`_ DATE: I hereby certify that this building, as designed, is in compliance with the Florida E ergy Code. OWNER/ AGENT: DATE: Review of the plans and specifications covered by this ogztME srgr calculation indicates compliance y~y"_,. with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. oon WF BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2475.0 25.78 11485.0 Single, Clear SE 1.0 17.0 46.0 56.64 1.00 2604.7 Single, Clear SW 1.0 16.5 23.0 52.82 1.00 1213.3 Single, Clear SW 1.0 11.0 5.0 52.82 1.00 263.6 Single, Clear SW 4.0 11.0 6.0 52.82 0.79 251.4 Single, Clear NW 24.0 6.5 23.0 37.74 0.53 461.8 Single, Clear NE 1.0 17.0 23.0 43.65 1.00 1001.4 Single, Clear SE 1.0 17.0 23.0 56.64 1.00 1302.4 Single, Clear NE 6.5 8.5 60.0 43.65 0.65 1699.2 Single, Clear NW 1.0 17.0 23.0 37.74 1.00 866.1 Single, Clear SE 1.0 6.0 40.0 56.64 0.96 2183.0 Single, Clear SW 1.0 6.0 20.0 52.82 0.96 1017.0 Single, Clear SW 4.0 6.0 25.0 52.82 0.61 799.5 Single, Clear SE 1.0 6.0 20.0 56.64 0.96 1091.5 Single, Clear NE 1.0 6.0 30.0 43.65 0.97 1271.4 Single, Clear NE 1.0 5.0 16.0 43.65 0.95 665.7 Single, Clear NW 1.0 6.0 15.0 37.74 0.97 549.8 Single, Clear SW 1.0 6.0 10.0 52.82 0.96 508.5 Single, Clear SW 1.0 6.0 30.0 52.82 0.96 1525.5 As -Built Total: 438.0 19275.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 432.0 0.70 302.4 Concrete, Int Insul, Exterior 4.2 1153.6 1.16 1338.2 Exterior 2032.6 1.90 3861.9 Frame, Wood, Exterior 11.0 879.0 1.90 1670.1 Frame, Wood, Adjacent 11.0 432.0 0.70 302.4 Base Total: 2464.6 4164.3 As -Built Total: 2464.6 3310.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 50.0 7.20 360.0 Exterior 50.0 4.80 240.0 Base Total: 50.0 240.0 As -Built Total: 50.0 360.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2475.0 2.13 5271.8 Under Attic 30.0 2475.0 2.13 X 1.00 5271.8 Base Total: 2475.0 5271.8 1 As -Built Total: 2475.0 5271.8 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 172.0(p) -31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31.90 5486.8 Raised 565.0 -3.43 1937.9 Raised Wood, Adjacent 11.0 404.0 1.80 727.2 Raised Wood, Post or Pier 11.0 161.0 1.83 293.8 Base Total: 7407.6 As -Built Total: 737.0 4465.8 INFILTRATION Area X BSPM Points Area X SPM Points 2475.0 14.31 35417.3 2475.0 14.31 35417.3 Summer Base Points: 49170.8 Summer As -Built Points: 59169.7 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) 59169.7 1.000 1.087 x 1.150 x 0.90) 0.284 0.950 17970.7 49170.8 0.4266 20976.3 59169.7 1.00 1.125 0.284 0.950 17970.7 EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2475.0 5.86 2610.6 Single, Clear SE 1.0 17.0 46.0 8.34 1.00 385.5 Single, Clear SW 1.0 16.5 23.0 9.22 1,00 212.3 Single, Clear SW 1.0 11.0 5.0 9.22 1.00 46.2 Single, Clear SW 4.0 11.0 6.0 9.22 1.07 59.2 Single, Clear NW 24.0 6.5 23.0 12.23 0.99 278.0 Single, Clear NE 1.0 17.0 23.0 12.00 1.00 276.0 Single, Clear SE 1.0 17.0 23.0 8.34 1.00 192.8 Single, Clear NE 6.5 8.5 60.0 12.00 1.00 720.6 Single, Clear NW 1.0 17.0 23.0 12.23 1.00 281.0 Single, Clear SE 1.0 6.0 40.0 8.34 1.02 341.0 Single, Clear SW 1.0 6.0 20.0 9.22 1.01 186.4 Single, Clear SW 4.0 6.0 25.0 9.22 1.21 278.3 Single, Clear SE 1.0 6.0 20.0 8.34 1.02 170.5 Single, Clear NE 1.0 6.0 30.0 12.00 1.00 360.1 Single, Clear NE 1.0 5.0 16.0 12.00 1.00 192.1 Single, Clear NW 1.0 6.0 15.0 12.23 1.00 183.1 Single, Clear SW 1.0 6.0 10.0 9.22 1.01 93.2 Single, Clear SW 1.0 6.0 30.0 9.22 1.01 279.6 As -Built Total: 438.0 4535.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 432.0 1.80 777.6 Concrete, Int Insul, Exterior 4.2 1153.6 3.26 3760.7 Exterior 2032.6 2.00 4065.2 Frame, Wood, Exterior 11.0 879.0 2.00 1758.0 Frame, Wood, Adjacent 11.0 432.0 1.80 777.6 Base Total: 2464.6 4842.8 As -Built Total: 2464.6 6296.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 50.0 7.60 380.0 Exterior 50.0 5.10 255.0 Base Total: 50.0 255.0 As -Built Total: 50.0 380.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2475.0 0.64 1584.0 Under Attic 30.0 2475.0 0.64 X 1.00 1584.0 Base Total: 2475.0 1584.0 1 As -Built Total: 2475.0 1584.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:,,, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 172.0(p) -1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 565.0 -0.20 113.0 Raised Wood, Adjacent 11.0 404.0 1.80 727.2 Raised Wood, Post or Pier 11.0 161.0 0.47 75.8 Base Total: 439.8 As -Built Total: 737.0 1233.0 INFILTRATION Area X BWPM Points Area X WPM Points 2475.0 -0.28 693.0 2475.0 0.28 693.0 Winter Base Points: 8159.6 Winter As -Built Points: 13336.1 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) 13336.1 1.000 1.078 x 1.160 x 0.92) 0.438 0.950 6377.6 8159.6 0.6274 5119.4 13336.1 1.00 1.150 0.438 0.950 6377.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 i FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 20976 5119 10256 36352 1 17971 6378 10495 34843 PASSWB EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge(WIaRES'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 cfrn/sq.ft. window area 5 cfmisq.tt. 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 comers; utility I penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends j_ from, and is sealed to, the foundation to the top_plete. Floors 606.1.ABC.1.2.2 i 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 G 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, Yihavecombustionair. 6A.22 0TMFR PRFSCRIPTIVF MI=ACI IPF-Q imiict hn me* nr nvwft,&A rl by -11 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 i Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric fforcutoas 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 j efficiency o_f78"/0. -- -- —' ---- Shower heads 1612.1 Water flow must be restricted to no more than 2.5_gallons per minute at 80 PSIG.,__ Air Distribution Systems 610.1 i 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 4.607.1 - — Separate re_ _accessible manual automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeE/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft=) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Raised Wood b. Slab -On -Grade Edge Insulation, 0 c. I Others 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ I _ SEER:12.00 4 _ b. N/A Yes _ 2475 ft' c. N/A 438.0 ft' _ 13. Heating systems ft0.0 ' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ 0.0 ft' _ HSPF: 7.80 ft0.0 ' b. N/A R=11.0, 404.0 ft' _ c. N/A R=0.0, 172.0 ft' _ 161.0 ft' 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=4.2, 1153.6 ft' _ EF: 0.86 _ R=11.0, 879.0 ft' _ b. N/A R=11.0, 432.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2475.0 ft' _ 15. HVAC credits PT, CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone hearing) certify that this home has complied with the Florida Energy Efficiency Code For Building onstruction through the above energy saving features which will be installed (or exceeded) fin this home before final inspection. Otherwise, a new EPL Display Card will be completed ased on installed Code compliant features. SBuilder Signature: Date: Address of New Home: City/FL Zip: Q NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarrudesignation), your home may gualify 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.ucfedufor information and a list ofcertified 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project For: BEAZER HOMES Notes: SUTHERLAND FP-44 Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OFInsidedb70OFInsidedb75OFDesignTD32OFDesignTD18OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46418 Btuh Structure 38776 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 46418 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 39456 Btuh Method Construction quality Simplified Average Latent Cooling Equipment Load Sizing Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Area Heating Cooling Infiltration 4111 Btuhft) 2475 2475 Total latent equip. load 7703 Btuh Volume (ft3) 20910 20910 Air changes/hour 0.70 0.40 Total equipment load 47158 Btuh Equiv. AVF (cfm) 244 139 Req. total capacity at 0.70% SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make BRYANT Make BRYANT Trade Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 40600 BtuhHeatingoutput0Btuh@470FLatentcooling17400BtuhHeatingtemprise0OFTotalcooling58000Btuh Actual heating fan 1933 cfm Actual cooling fan 1933 cfm Heating air flow factor 0.042 cfm/Btuh Cooling air flow factor 0.050 cfm/Btuh Space thermostat Load sensible heat ratio 84 sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wreghtSoft Right -Suite ResidentialTM 5.5.06 RSR26017 2002-Apr-10 10:13:05 tC E:\Files\beaxer\"4\2469.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2666 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.70 ach x 20910 W x 0.0167 = 244 cfm 2. Winter infiltration load 1.1 x 244 cfm x 32 °F Winter TD = 8587 Btuh 3. Winter infiltration HTM 8587 Btuh / 478 ftz Total window = 18.0 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20910 ft3 x 0.0167 = 139 cfm 2. Summer infiltration load 1.1 x 139 cfm x 18 °F Summer TD = 2760 Btuh 3. Summer infiltration HTM 2760 Btuh / 478 ftz Total window = 5.8 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 139 cfm = 4111 Btuh rroceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 38776 Btuh Sum of ventilation and structure loads = 40261 Btuh Rating and temperature swing multiplier x Equipment sizing load 0.98 sensible = 39456 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4111 Btuh Equipment sizing load - latent = 7703 Btuh Construction Quality is: a No. of Fireplaces is: 0 SoWtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Apr-10 10:13:05 ACCA EAFiles\beazer\fp-4412469.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHIVVAL J: fin to. 1 Name of room Entire House ENTRY/LIWDIN KIT BRKFST2Lengthofexposedwall348.0 ft 62.0 It 13.0 ft 28.0 ft3Roomdimensions16.0 x 26.0 It 11.0 x 13.0 ft 11.0 x 10.0 ft4CeiingsCondit. Option 8.4 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft') Htg Clg ft') Htg I Clg fta) Htg Cig ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1185 395 122 263 Exposed b 12C 2.9 1.9 1408 0 0 0wallsandc13C3.2 1.2 432 188 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 37.0 368 13601 80 2957 0 0 69 2550 glass doors b 8C 37.0 60 2218 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 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 27.9 39 1086 0 0 0 0 0 0 glass doors NE/NW 39.4 190 7486 0 0 0 0 46 1812 Cooling E/W 0.0 0 0 0 0 0 0 0 0SE/SW 56.6 199 11279 80 4111 0 0 23 1090 South 0.0 0 0 0 0 0 0 0•"•' 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 50 736 497 33 4116 3211 0 0 01 0 0 0 b 10D 14.7 9.9 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 9 Net a 14B 4.6 2.1 903 4159 1859 282 1299 581 122 563 252 194 895 400exposedb12C2.9 1.9 1212 3491 2356 0 0 0 0 0 0 0 0 0 wails and c 13C 3.2 1.2 432 1361 505 188 592 220 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1656 2809 3686 0 0 0 0 0 0 0 0 0b0.0 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 0d0.0 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 0f0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 172 4458 0 62 1607 0 13 337 0 28 726 0Note: room b 19G 1.1 0.0 404 459 0 0 0 0 0 0 0 0 0 0 perimeter c 20B 2.6 1.1 125 320 137 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 118.015.8 4781 8587 27601 113 20301 652 01 0 01 69 12401 398 13 Subtotal loss=6+8..+11+12 42198 8971 900 5410 Less external heating 0 0 0 0Lesstransfer000p Heating redistribution 0 0 0 0 14 Duct loss 100/ 4220 10°/ 897 10% 90 100/ 54115Totalloss = 13+14 46418 9868 9901"" 5951 16 Int. gains: People Q 300 6 1800 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 35251 6192 1452 3701 Less external cooling 0 0 0 0Lesstransfer0000Coolingredistribution0000 18 Duct gain 10°/ 3525 10 610 10°/ 145 10°/ 370 19 Total RSH gain=(17+18)'PLF 1.00 38776 1.0C 6811 1.00 1597 1.00 407120Airrequired (cfm) 1933 1933 411 340 41 80 248 203 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF tsoi=t Right -Suite Residential- 5.5.06 RSR26017 2002-Apr-10 10:13:05Ar-Z A E:\Files\beazer\fp-44\2469.rsr page 1 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin to. 1 Name of room FAM BTH2 BR2 LIV/DIN OPN BLW 2 Length of exposed wall 23.0 It 18.0 ft 28.0 ft 42.0 ft 3 Room dimensions 13.0 x 19.0 ft 12.0 x 6.0 ft 12.0 x 13.0 ft 16.0 x 26.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg W) Htg Clg ft') Htg I Clg W) Htg CIg W) Htg I Clg 5 Gross a 14B 4.6 2.1 113 169 122 0 Exposed b 12C 2.9 1.9 0 0 0 336 walls and c 13C 3.2 1.2 103 0 141 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 IC 37.0 0 0 0 0 23 850 85 3142 glass doors b 8C 37.0 60 2218 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0•"' 0 0 0 0 dIC 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 27.9 0 0 0 0 0 0 33 957 glass doors NE/NW 39.4 60 2364 0 0 23 906 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.6 0 0 0 0 0 0 52 4006 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 10D 14.7 9.9 0 0 0 17 250 169 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 00 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 53 244 109 152 701 313 99 456 204 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 251 723 488 walls and c 13C 3.2 1.2 103 324 121 0 0 0 141 444 165 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 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 416 706 926 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 0d0.0 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 18 467 0 28 726 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20B 2.6 1.1 0 0 0 0 0 0 0 0 0 0 0 0isdispl. 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 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 18.0 5.8 60 1078 346 17 305 98 23 413 133 85 1527 491 13 Subtotal loss=6+8..+11+12 4460 1724 2889 6097 Less external heating 0 0 0 0Lesstransfer0000 Heating redistribution 0 0 0 0 14 Duct loss 10 446 100K 172 1 OOA 289 100/ 610 151 Total loss = 13+14 4906 1896 3178 6707 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8„+12+16 4140 580 1408 6868 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 101/ 414 10°/ 58 10% 141 10° 687 19 Total RSH gain=(17+18)'PLF 1.00 4554 1.00 639 1.00 1549 1.01 7555 20 Air required (cfm) 204 227 79 32 132 77 279 377 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrsghtsot Right -Suite Residential^" 5.5.06 RSR26017 2002-Apr-10 10:13:05 E:1Fileslbeazerlfp-44\2469.rsr Page 2 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANVAL J: tin to. 1 Name of room SITTING MBR MBTH BR3 2 Length of exposed wall 7.0 It 48.0 It 22.0 ft 19.0 ft 3 Room dimensions 18.0 x 7.0 ft 23.0 x 16.0 ft 11.0 x 11.0 it 11.0 x 17.0 ft4CeiingsCondit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft=) Htg I Cig ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2A 0 0 0 0 Exposed b 12C 2.9 1.9 56 384 176 152 walls and c 13C 3.2 1.2 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 20 739 30 1109 16 591 15 554 glass doors b 8C 37.0 0 0 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 27.9 3 51 0 0 0 0 0 0 glass doors NE/NW 39.4 0 0 30 1182 16 630 15 591 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.6 17 829 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 36 104 70 354 1020 688 160 461 311 137 395 266 walls and c 13C 3.2 1.2 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 a 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 16D 1.7 2.2 126 214 280 368 624 819 121 205 269 187 317 416 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 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 44 50 0 perimeter c 20B 2.6 1.1 0 0 0 48 123 52 77 197 84 0 0 0 is dispi. 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) r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 18.0 5.8 20 359 115130 5391173 16 287 921 15 2691 87 13 Subtotal loss=6+8..+11+12 1416 3414 1742 1586 Less external heating 0 0 0 0Lesstransfer0000 Heating redistribution 0 0 0 0 14 Duct loss 100/ 142 10°/ 341 10% 174 109A 15915Totalloss = 13+14 1557 3756 1916 1744 16 Int. gains: People @ 300 0 0 1 300 0 0 0 0 Appl. ® 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 1346 3215 1387 1360 Less extemal cooling 0 0 0 0Lesstransferp0p0 Cooling redistribution 0 0 0 0 18 Duct gain 10°/ 135 109 321 10 139 10°/ 13619TotalRSHgain=(17+18)'PLF 1.00 1480 1.00 3536 1.00 1526 1.00 1496 20 Air required (cfm) 65 74 156 176 80 76 73 75 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wvr140Htsoft Right -Suite Residential TM 5.5.06 RSR26017 2002-Apr-10 10:13:05 A E:\FHes\beazer\fp-44\2469.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2469 10.19.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHIVUAL J: /in to. 1 Name of room UTIL BTH3 BR4 2 Length of exposed wall 0.0 ft 6.0 ft 32.0 ft 3 Room dimensions 6.0 x 13.0 ft 20.0 x 6.0 ft 20.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg W) Htg Cig W) Htg Clg ft') Htg Clg Htg Cig 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 0 48 256 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 a 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 30 1109 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0""' 0 0 0 0 it 1C 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 27.9 0 0 0 0 4 77 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 56.6 0 0 0 0 26 1243 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 0 0 0 48 138 93 226 651 439 walls and c 13C 3.2 1.2 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 16D 1.7 2.2 78 132 174 120 204 267 240 407 534 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 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 120 136 0 240 273 0 perimeter c 20B 2.6 1.1 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) r 0.0 0.0 0 0 0 0 0 0 0 0 0 12 infiltration a 18.0 5.8 0 0 0 0 0 0 301539 173 13 Subtotal loss=6+8..+11+12 132 478 2978 Less external heating 0 0 0 Less transfer 0 0 0 Heating redistribution 0 0 0 14 Duct loss 100/( 13 10°/ 48 100% 298 1/ 15 Total loss = 13+14 146 526 3276 16 int. gains: People ® 300 0 0 0 0 0 0 Appl. ® 1200 1 600 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 774 360 2467 Less external cooling 0 0 0 Less transfer 0 0 0 Cooling redistribution 0 0 0 18 Duct gain 10 77 100% 36 100% 247 19 Total RSH gain=(17+18)•PLF 1.00 851 1.00 396 1.00 2713 20 Air required (cfm) 6 42 22 20 136 135 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. Wr"at F'1t50iT Right -Suite Residential TM 5.5.06 RSR26017 2002-Apr-10 10:13:05ACME:\Files\beazer\fp-44\2469.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2469 10.19.00 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 ENTRY/LIV/DIN a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 46.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 11.5 5.0 47.4 23.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 10.0 1.0 76.4 5.0 0.0 a n sw a C n 0 n 1 1 90 1.0 4.0 10.0 1.0 76.4 6.0 0.0 KIT BRKFST a n nw a c n 0 d 1 1 90 1.0 24.0 1.5 5.0 39.4 23.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 39.4 23.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 23.0 0.0 FAM b n ne a c n 0 d 1 1 90 1.0 6.5 1.5 7.0 39.4 60.0 0.0 BTH2 BR2 a n nw a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 39.4 23.0 0.0 LIV/DIN OPN BLW a n se b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 40.0 5.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 20.0 2.5 a n sw b c n 0 n 1 1 90 1.0 4.0 1.0 5.0 76.4 25.0 25.0 SITTING a n se b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 20.0 2.5 MBR a n ne b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 30.0 0.0 MBTH a n ne b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 16.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Apr-10 10:13:05 kCA E:\Files\beazer\fp-44\2469.rsr Page 1 BR3 a n nw b c n 0 d 1 1' 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 UTIL BTH3 BR4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 30.0 3.8 wrightsoft Right -Suite ResidentialTM 5.5.06 RSR26017 2002-Apr-10 10:13:05 AC(:;K E:\Files\beazer\fp-44\2469.rsr Page 2 16 15 15 aC to IG MASTER DAMPER PAWL ILATH 4- 12.6 local g 7- 90 so 7' flASTER 3- bath duct 1 4- to oof ..P tO.10 4-d 4 1- 14w14 rag 90 0.6 1- 14dryerduct6145 210 t. 'mf cap 94.14 ag ITT 1-d lQx6 lKd ins 7!) bath duct t. —F Cap X bath QlCt eo roof cap \ 0 7 rag BATW 3 — it C 4' 12, 4' r 2. 1 rag 14x8 11cd l7s 8. A-d 1-d 10 130 GROOM 4 UPPER LIV/01M nmr—j 25 20 Must have a ninintot clearance of 4 inches around the Gil' handle, per the State Energy Code, Ali duct has an r=6 insulation VQ(LW Z IF woo X 0 0 I Li L CD C':' NJ ' q- 0 I U I IE LL) 0- LLJ (r)0M L. V) CD n Rating z z Z I-- CO 0 Z) < cy— in a- -1 (5 a o 42 BY 2' nbrdl6 wardl6 3' bath duct to a0! Cap irar 23 A/C SLAB R MIN i WALL O SD ton v/5hv l240v 1ph 18.16 Men 24.18 raa ptatiarn " blb^ 23 Must have a mlw-int clearance of 4 inches around the air handler Owe the State Energy code. Alt duct has an r=6 insulation value. G ,SN O"s r, Yr hEt F J O N o (U I O wwoN\ F- O EMU Q Lw w V 0 0w _ l O ED v o Q (r) w a a1t L oQ Rating zo > o .. .. > z z o w i Q-m1--C ECI CL J 0a a BOWEN ENGINEERING' CORPORATION ESM265 1528 VA9.l' AA STREET • MANDO, FL 02804 I SEC JOB No.. JOB NMIE SHUT NO, OF CALCULATED BY OAT% . DRAWN 9Y DATE -- - -- ...- I 0,ssTVaa 6ARIER (FLA.ZLM.Cow L&MsrI ED #T low I Ksv (pt.A. S%M4.ca06 LAT&,r) I NEt. A"rzkofts , "T' 1, A411 low+% x I /rr V ii V-4 Mi, z:•-baA ) P-4 EAa++ s o J± P, r+ o a Ge ' r .a 9 aQ _ P i"' cao6 s ul I q E S sad EJECy . o-i erR, 11oc1e, co eg Mca- iae -yp S CAsT I p dd A.-i ,1I EAQA • Plt. t 4o tti MoQ A R Mir sr A Ip•+ . pee n Cs licp-oE-4.IPc Ate, vc IJeEe REco "G-caft4lo—s. C IP-.s 'loG A DI + c W' i « pl I o r oQ 9 I ^ c. y . .T- r :.. Or O w iT 4 X fir i (e v p I I o ... I MA N V p Ci J .P "Jpf- 10(n311i- FIEF-!9Z-tr06 x'19N6,:6 e'ZO07 '9Z'IFIf JUL-26-2002 02:52 AM mm• y/r r 01 Pn A 1Rf FA77 77-, .3 'r r•ti,, ItrMtrClttllM .. w w r tri+ ,,(01)77 iW 79, 7Wry Mmo,Pat:1t1(7ArfL_ I l A M1 did 1 03 Thum* JW, a. tOalra'" 4 HUMCANE ENGIIVE]"sERING & TESMG INC. r '4*pW' C'MIW411011 pffl ur ra rer.4 V40OWK Uniform &a* Air hosars TAW July 12tb, 2001 REPORT NLWER: IETI-K-1041 h1.1 Tl1FACTURBR: Mulia, IM, 9300 Flair Dtlw, Suite 107, M Monte, CA 91731 ThNI' LM,ATION' Hlvr aaao FT1jieeeriep & 7'ert1e.8 lna, OS-12 NW 64 SVW Ivbm IL 33166 NOTMATION NO: IZ11010211(l,QAh WADE COL'NI'Y, FLORmA) SBCCT LISTING No.: TL - 9WA I.AH C KR1'WK'A11()1' NV"FF,R; 111d)417.0z PRODUCT: Hollow (law Block walltwindow PRCVUCT DESCMMON, Hollow Claw Blocks Nominal Dimartsioa: 7 34" x 7 3/4" x 4" PRCQLTCT Sin! r",aide x 72" high DRAWING NIJlvtM; 97.18. Al-Ferow Capaadoa. Dune 4.12.97 NOTE'.' NETT rturN&d Jruwtnx is up) int writ /xa!'t u!'tht, rgwt. DE61ONLOADS *4: +as aad -85, TFAT WM'ESBED BY, (full or P01W) Syad W*W Ali FLD. (MTD Mr, r dyM1#0Wm W Leonardo a SrAru, E.1. (MTI) Wl'T1Cfi3SiTi4 BNCINEEIt: Hector ..td. madim, P.B. (l!1SP - 612 NW "h lb%M. ftr o, "g, 3314. Phone (002) 0076M fEM (00M) 90l-1023 m1p:.-%W4rJ retaanoaNND,"M l4a1n wn,w Ow rk .W1.AhT.tl»\ tn• re.r b: T wa inn tt r..,,rrqC MY paY '-v=A w6"H a00f iAX '. Cvnurwdlon Details PRODUCT: Fixed Hollow OLaa Block Wall/Windew DF. l1CRIPTIONOF u.vrrdel) l{L! 72" wide s 72" hith 10. t:e o yyi: Now fixed MATERIAL CILARACTnusTICs a Glosieu mstwidr 71IA" x 7 3141. x 419 Hollow Glow 131"he t3lachv Atethrid: Plorsdft [llsaa block M star atcoseding ASTAt a 87tier Type 9mmtarDayW Opaims; 72" wide z 72" high M wwY ellohmTmwice. f'" Ot. R L CRA33 KLOCK sore'. go", ROM. a0111. The iwriseatat joints *we rsinforew Wm a t-S.'ti" wide borisoutalladdertype (V n M %ire oteps) steel rappon IYi: 00% si8oe06 soelard was applied along loththe otrtet par11pe1ar bo%vm wood beak and glad black& 7bmad2sNm lltkxdra wow buullsd In a Ix10 rdmd al sY1a12 weed *arm. INGTALLATION P3iRL1 TBR A11.3/41* x 24'•x 0.037- chink sail Us was boaded to the 1tiw• LasW glace blookr and aushored to the sububub p with (2) 010 x 1 i /2" wood amenw wkk wphen. 000R NO. MLTW1-1041 hp a of J. era. r e_r. - „- JUL-26-2002 02:52 AM to Mrw ar illllis" Ur Rm.rr ? w ?my flab' 11 Ksi@ I N4 Re rPII i v ,a Tmn m am* a, mu Mr, +1(ftaau Teat Rmsuks rrmy,bw. &ago -AM Awiir. T'we Prop ppo MWPOW n. tint rAd Ddleotioa Iret Delleotion I11e Sal ischm) Recovery 10wdkn noon&) Polar Load Half ted +64 0.07 0.00 1.0'1 001 1(NI an I t 11.14 1 (1.02 1.12 fum) 11N1 it) 1' I,ad +1 R U.i9 11(13 1, 11.06 R4 qA N A i Malfte t 114 n.OR 0.A0 0.08 0. 1fN1 till DOW 1 AS 1 0.23 0.02 0.21 0.00 100 30 z«t tone 1 -138 o.a7 0.02 o.35 0.0 07 30 vnvonw U.aaa [ edr was pegorrWN M 9000rdaRCe MRR AMM &JF PU-DV. Conclfrudion IUD dam wu toted in scoardams WO Protocol PA44-202 ofMbui•Dads Coutty, FlwW wWwul My tlWkLIoV4 4 W Md tho pUafurUtwwv MWmmnU or AST M E330.90. It also tttta L Ilrt roquiralawU of Boutltm BkWdind Codo ooctw 1701.4. Ito uWlo was iafact st *c colAlkan d each tut. Nt 'I'h', Tke mbmm r mift were oheatnodMUMS the deaTtpwWd tsvr MaM & whICA tadleata cONWraRco with MO POIbmwilce r@qu w #Rlar ofdu refooficafspacjfwatto ar. TAa report dov WA constu IN cerOcatton of th specOwns acted, Syod INVAW Alin Ph. D, P.R. Pr4dont HWAX V, Medina, Reeldatt INIh er ROW No. ICTI-010041 Mp 3 W 7. SHEATHIN: BY OTHER' CAULK B EXTERIOR F BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME HE GLAZING IT SEE NOTES FIN TYPE - FP.AME SILL PERIMETER CAULK -- BY OTHERS' M8 INSTALLATION — ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN SHEATHING BY OTHERS e NL I) DESIGN PRESSURE CADACITY OF WINDOW a INSTALLATION IS 400 PSF, 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING OC99 IN. DIA NAILS. PLACE .099 NAILS 6' FROMJDOWNCORNERSMAXB8" O C MAX. BETWEENTrER> j) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 5' MAX. FROM CORNERS h 24' 0 C MAX. BETWEEN. 4) SHIM AS REO'D. AD_ACET TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHNA. MAX. ALLOWABLE SHIM STACK TO BE 1 /4'. NSTALLAT:ON 1 WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6061 HOR SCREW (TYP) 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIM AS REO'O. GLASS CHARTS. SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOL:ATELY TRANSFER LOAD FROM WINDOW TO THE I/4- MAX. STRUCTURE. SHIM SPACE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 15 NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS 7 SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE wINDOw FRAMING SYSTEM. CENTRAL - FLORIDA R. O. A. F. MANUFACTURER NAME: aFtii 11MlVl)M MASTER FILE # a ANDOW HEIGHT I L /4- MAX. SHIM SPACE SHIM AS REO"D SEE NOTES 1- MIN. '1-- 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 Mt HE ELEVATION VIEWED FROM EXTERIOR 1/4" MA%. SHIM SPACE V STWO By FRAMING HIMASREO'0 By OTHERS FIN TYPE FRAME JAMB 1* MIN EMBEDMENT SHEATING BY OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR / 8 INSTALLATION ANCHOR SCREW (TYP.) Y INDOW WIDTH PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WIDTH 0 O O O O O 0 O 0 p WINDOW O O ' HEIGHT / 2 O GELEVATION VIEWED FROM EXTERIOR SHEATHING BY OTHERS y8 INSTALATION ANCHOR SCREW SHOWN (TYP) EXTERIOR---\ FINISH BY OTHERS PERIMETER CAULK — BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 8 SCREW INSTALATION ANCHOR SHOWN TYP.) EXTERIOR — FINISH BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN N8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SHEATING SHIM AS REO'D. 2 X WOODSEENOTES) BY OTHERS 1" MIN, FIN TYPEMBEDMENTWINDOWEFRAMECAUL ETWEEN JAMB BY & FIN BY 0'—RS 2 x WOOD BY OTHERS 1" MIN EMBEDMENT r I SHIM AS REO'D. SEE NOTES) It, SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW 14TH.-7 ANCHOR (TYP.) O 0 0 O I` 0 SILL STOOL 0 0/ BY OTHERS 24" O.C. MAX. (TYP.) 0 0 WINDOW EQUALLY SPACE ANCHORS (TYP ) HGT. 0 0 0 / 0 SHIM AS REO'D. 0 0 SEE NOTES) o 0 0 0 O 6' MAX (TYP) 2 x WOOD BY OTHERS WOOD r-6- MAX. (TYP) CAULK BETWEEN WINDOW FINI' MiN & SHEATHING ELEVATION EMBEDMENT tom— VIEWED FROM EXTERIOR SECTIONION 1 a 3 nIFfZAI A-LUM/Nc1M MASTEM FILE # 3 _ -- COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO, OF y8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REG'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL EA. JAMB HEAD SILL 0 EA. JAMB 16 x 30 109 109 2 2 2 2 2 3 16 x 40 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 16 x 60 50 2 2 3 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 x 60 48 48 2 2 3 2 2 4 28 x 30 57 57 2 2 2 2 28 x 40 52 52 2 2 3 2 2 3 28 x 50 46 46 2 2 3 2 2 4 28 % 60 40 40 2 2 3 2 2 4 30 x 30 52 52 2 2 2 2 2 2 30 x 40 49 49 2 2 3 2 2 3 30 x 50 43 43 2 2 3 2 2 4 30 x 60 40 2 2 3 2 2 4 38 x 30 at 2 2 38 % 40 40 3 3 3 3 3 3 38 x 50 40 3 3 3 3 3 4 B x 6 a 3 3 3 3 5 40 x 30 40 40 2 3 3 2 40 X 40 40 3 3 3 3 3 3 40 X 50 40 3 1 3 3 3 4 40x60 4 3 3 3 3 3 5 4 4 4 4 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSmLLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN, OIA NAILS OR 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I" EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED NTH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. PrD Rr aRo C1 r . ..AaGw El-lEER"G. +r:. 250 mZk•..*;;,..: RA'er. SUTM. '5o. •.c 'RDw. F.O* A. 3. •A. -KIp E s4)-a'-9365 ;...o2-BC5-o36E ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE J, WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON I SHOWN CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS d 1 1/4' MIN. EMBEDMENT 1/4' SHIM SPACE MAX. FXTERI WINDOW II BUCK HEIGHT HEIGHT FLANGE TYPE SILL STOOL WINDOW FRAME BY OTHERS SILL Iq v BUCK WIDTH 1/4' SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB PERIMETER CAULK I BY OTHERS I WINDOW WIDTH EXIERI CAULK BETWEEN WINDOW FLANGE WOOD BUCK SECTION 2 WIN H PERIMETER CAULKBY iBYOTHERS a A CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULXEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAL NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESWE CAULK OR APPROVED EQUAL. 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS MAY VARY PER THE REOUIREMEN S OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15Q INSULATING GLASS SINGLE HUNG SERIES. WINDOW WTH. A 8 C ONE BY WOOD BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SHIM — SHIM AS REO'D SEE NOTES) G CONCRETE OR MASONRY OPENING BY OTHERS 4 INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN CAULK BETWEEN WOOD BUCK k MAVY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS DOW E K 2 G 1-..1 ELEVATION VIEWED FROM EXTERIOR i/J 02 Zr—oz CMiTTtF&tAL FLLOIR IIy IL $.O. LF< MM GJ kCrUE ,I+SG is `c PIRERA AR Ur41,lJ uM M.. A C'1"in.R RURAL iL COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART E K 2 G 1-..1 ELEVATION VIEWED FROM EXTERIOR i/J 02 Zr—oz CMiTTtF&tAL FLLOIR IIy IL $.O. LF< MM GJ kCrUE ,I+SG is `c PIRERA AR Ur41,lJ uM M.. A C'1"in.R RURALiL COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WOTH/HHOGHT EXTERIOR INTERIOR HEAD JAMBSSIZE 12 19 1/5 X 26 99 99 B F.G 13 19 1/0 X 38 3/e 78 78 8 F,G 14 19 1/8 X 50 " 59 59 B F,G 14+4 19 t/s X 54 We 54 54 B F,G F.G14+5 15 19 1/5 X 55 5/8 19 t/s X 63 52 45 52 45 B B F,G 16 1 19 its X 72 40 40 a F,G, IH2 1H3 26 1/2 X 26 1/2 X 38 3/8 51 51 8 8 F,G 1H4 26 1/2 X 50 5/3 44 44 B F,G F.G1H4+4 26 1/2 X 54 5/5 42 42 B F,G1H4+5 26 1/2 X 55 3/8 41 41 8 F.G1H5261/2 X 63 40 40 B 1 26 t X 72 40 F,G 30X2 30 1/2 X 25 56 6 B F,G F,G3OX3301/2 X 38 3/8 44 44 8 F,G3OX4301/2 X 50 SA 40 40 40 B F,G3OX4+4 30 1/2 X 54 5/0 40 40 8 F,G3OX4+5 30 1/2 X 55 5/8 4O 40 B B F,G3=5 3OX6 30 1/2 X 63 30 1 t2 V 72 40 40 40 1 F H I 22 37 x 51 51 B F,G 23 37 X 38 3/0 40 40 B F,G 24 37 X 50 3A 40 40 8 F,G 24+4 37 X 54 AA 40 40 B F.G F,C24+5 25 37 X 55 3A 37 X 53 40 40 40 40 B a F,G.H,I 5 37 X 72 40 40 F H 4826 4838 48 x 26 48 X 36 3A 46 40 46 40 B B F.G F.G 4&W 48 X 50 5/5 40 40 B F.G 484+4 48 X 54 5/5 40 40 B F,G,H,I 484+5 48 X 55 WS 40 40 40 40 8 B F,G,H,I F.G.H.: 4883 48 X 63 32 53 1/8 X 25 45 45 B F,G 33 34 53 1/s X 38 3/5 53 //e X 50 5/5 40 40 40 40 B B F.G F,G,H,i 34+4 53 t/5 X 54 5/5 40 40 B F.G,H.I 34+5 53 1/s X 55 5/8 40 40 40 B B F.G,H.I F,G,H,I35 36 53 t/e X 63 53 t X 72 40 40 40 B F G H I Nm1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DES:CN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/10' DIA. TAPCONANCHORSOFSUFFICIMTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON QUIRT. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL fe SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. YNCYI OT: rI . 1cM,. 1 FV,a , — 1n,Wv.1— r ., ,,.,... — r-.....—_. SHEATHING BY GT:ERS pR S__ 5Y OTHERS PERIMETER CAULK 5Y OTHERS INSTALLATION ANCHOR — DOOR vIDTH tm-/a• MAX. SHIM SPACE INSTALLATION A.NCHGR SHIM AS RE'D'D -8 SCREW TWO BY WOOD B8 SCREW SEE NOTES) 1-1/8 MIN. BY OTHERS EMBEDMENT TWO BY v000 CAULK BETWEEN TWO BY WOOD BY OTHERS DOOR FLANGE T OTHERS SLIDING GLASS L SHEATHING DOOR FRAME CAULK BETWEENJAMBHOOKSTRIPL SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. 1/4' MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR 1-1/8' MIN. I 1-1/8' MIN. R8 SCREW \ EMBEDMENT EMBEDMENT ZTEMPERED GLASS n ( TYP.) -- CAULK BETWEEN I I n ter"- LOSHEATHING I LA su IL 7,r.r ^_ IL SLIDINGSLIDING GLASS DOOR FRAME SILL SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) D DOOR HEIGHT D ! EMBEDMENT I G A 1-1/4' MIN. J A DA V j LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CCNCRE'E 3/15' DIa. TaPCON SECTION A -A 4 SHEATHING 3Y OTHERS PERIMETER SHEATHING , CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO (TYP.) L STUCCO OR SIDING OR SIDING 3T OTHERS BY OTHERS SLIDING GLASS DOOR 1:NTERLOCK SECTION B-D HOOK STRIP DETAIL A I) pp(gt MATERIALALUMINUM ALLCr 6063. 2) X8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CMBE PENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SLPFFICIEntLENGTHTOACHIEVEMIN. EMBEDMENT OF 1-1/4' INTO MASONRY .02 CONCRETE. 3) INSTALLATION ANCHOR CHART BACK DF THIS SHEET. / •/ USE SILICONlZEO ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD t IAMBS 51 USE S IL ACTDOOR ACRYLIC CAULK EDR PERIMETER HEAL AROUND EN"Or, UA C' CDOOR. 6) IF EXACT DOOR SIZE 'S NOT LISTED IN SIGN P CwRT, RUSECO ANCHOR pu wTltr LIStEp WITH NEXT j LARGER ;iZE, FOR THE APPROPRIATE CESIGN PPETSURE RCO'D. Tl FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t CONFICJRAT!CM TO FINISHED CPEMING. B PLACE IvANCHORS. TALLATION ANCRS. IN FRONT OF "COX :TRIP AS SHOVN. B) GLASS THICKNESS MAY VARY PER REOWREMENTS Oi ASTM C1300 GLASS CHARTS I 9) DOOR UNIT IS APPROVED USING TEMPCPrD GLASS IN ;!NGLE GLAZ-E 72 iNSULATING BASS 10) JAMB / SiLL CORNERS ARE TO BE SEALC1) WITH A •MALL JOINT -EFM ;EALEP II) SHIMASREO`D. AT EA. SET OF INSTALLATION ANCHORS, MAX. ALLOVABLE SHIM STACK TO BE I/4' 12) ALL :NT'•:LATIOM ANCMCRS MUST BE MADE OF CORPOSIDN RESISTANT MATERIALS A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0. REPRESENTS FIXED =ANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ITH BACK OF TM!S SHEET. EXTERIOR ELEVATION ) A) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTWKS 'A - A', 'B-B' L HOOK STRIP XTA1L APPLY TO INSTALLATICN OF ALL APPROVED CONFIGUPA-IONS. 2 PANEL DOOR j1404N 15) FLORIDA _ XTRUDERS 1000 SERIES GLASS DOOR IS SHOWN.. TH:S PRIM' ALSO APPLIES TO 2000 SERIES AND Soo SERIES. REVI DESCP. IPTION DATEEXTRUDERS I L_ P I I, ANT.INC.salvFOrD FL TITLE: SLIDING GLASS DOOR j INSTALLATION WITH TS SCREWS fin I DRAWN BY: 3B ! APPROVED BY: 2002 ATE: 12/17/01 SCALE: Ni S DWG #lLEX01.27 S!-%T 1 OF EN 8 SC-REW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR SIZE AND SIZE LIP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF T 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 6 6 6 8 8 8 4 4 4 5068 XX, Ox, XO 60 x 80 6 6 6 8 8 8 4 4 4 6068 XX- OX, XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 xx, Ox, x' 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX. x0 120 X 80 2 8 8 8 4 4 4 5080 XX, Ox. XO 60 x 96 6 6 6 i0 10 0 5 5 5 6080 xx, Ox, X 72 X 96 8 8 8 10 10 10 5 5 5 8080 xx, Ox, x0 96 X 96 10 10 10 10 10 10 5 5 5 10080 xx x (^ 120 X 96 10 10 10 5 5 5 50100 xX, Ox, X0 60 X 120 6 6 6 12 12 12 6 6 6 60100 xx, OX, X0 72 x 120 8 8 8 12 12 12 6 6 7 c0, xx nX. x 96 x 120 io 10 10 2 12 12 6 7 8 9068 OXO 109 i/8 X 80 12 I2 12 8 ! 8 8 4 4 4 12068 OXO 145 1/8 X EO 14. 14 14 8 8 a 4 4 ( 4 15068 OXO 181 1/8 X 60 16 16 16 8 I 8 8 4 4 4 9080 OX0 109 1/8 x 96 12 12 12 0 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 I 5 5 5 150°0 OXO 181 1-/8 x c6 16 16 16 10 10 10 5 5 5 90100 OXO 109 1/8 x 120 12 12 12 12 12 2 5 7 i3 120100 OXQ 145 !/8 X 120 114 4 14 12 12 12 5 7 3 9068 XXX 106 5/8 x 80 i2 12 12 a 8 a 4f 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 xxx 178 5/8 x 80 8 1 a 8 I 4 1 4 4 9080 xxx 106 5/8 X 36 12 12 12 10 10 10 5 5 5 12080 xxx 142 5/8 X 56 I 14 14 i4 0 10 10 5 5 5 15080 xxx 178 5/8 X S6 I 16 6 16 10 10 10 5 5 5 90Ioo xxx 106 5/8 x 12Q 12 12 12 Ic 12 i2 I 6 7 I 8 120100 Xx.x 142 5/8 X !20 4 14 4r 2 12 12 6 7 I 8 10068 OXXO 119 5/8 x 20 12 12 12 6 8 i 4 4 4 12068 Oxx0 143 5/8 x c0 i4 14 14 E 8 8 4 4 4 16068 XXQ 191 5/8 X ?0 18 18 8 8 8 8 I 4 4 4 10080 F-,XXU 119 7/ 12 12 12 12080 OXX0 143 5/8 X c6 I 14 14 I 14 1n I ?0 10 5 5 5 16060 cxx0 191 5/8 x 5 18 18 18 10 0 5 5 I 5 1001co OXXQ 119 5/8 x !20 12 12 12 is 12 12 6 7 8 i%J100 OXxC 143 5/8 X 120 14 14 14 12 12 6 7 8I160000XXO1915/8 X I20 18 18 19 12 12 6 8 1 ' c: XXXX i / i/4 X hJ 12 2 12 6 d 8 4 4 12068 XXXX 14, 1/4 X 20 14 14 14 C 8 8 4 4 4 I6u68 xxxx 189 1/4 X 20 16 16 16 8 8 8 i 4 4 f 4f 10080 xxxx 11 1/4 X i 12 12 12 YU 10 lu i 5 12050 xxxx 141 !/4 X 55 14 14 14T 10 10 0 5 5 5 16C80 xxxx 16S 1/4 X 3 16 6 16 7 10 10 I 5 5 I 5 1001^0 XXXX 117 1/4 X l=,3 12 12 12 i2 II 12 5 7 8 l201C0 XXXx 141 i/4 X 1=0 14 14 14I 12 f 12 7 8 60 c0 xxxx 189 1/4 x 120 6 16 19 12 12 5 1 7 NC H{ R NOTES: Wt/ nn ., w!•n-nv nOrKrTnir. %i/T%it Dv ,fnnr, 0 1ry 114 : 7PM7 Crjr:,no (1:•.1. aT'TI C - FLORIDA FX DUDES INT. IN. SANFCRO, _ nnc: SLMNG GLASS XOR INSTA__ATl ry WITH #3 '-REW'S 3a" " iC/=1101 CDNCR::- UK Sri•' e 2;'C'nHASGNRY' OPENING zY C:Tr_i5 CAULK ;:TVEEN DOOR FLANG__ B. V,a:; BUCK CAULK ?ETVE:N PERIMETER CAULK BY OTHERS 1 WOOD BUCK 6 MAS'Y. OPENING/ BY OTHERS sTvcca vaYeTI:ERS a INSTALLATION ANCHOR 98 SCREW (TYP. WHERE — TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME SILL 7 D A d A INSTALLATION ANCHOR 3/ 16' Cit.. TAPCON INSTALLATION ANCHOR X3 SCREV (TYP. WHERE ONE ? Y WOOD NAPCI?NS AFc: NGT RECT.) BY OTHERS 1 1/4' MIN. EMBEDMENT T7 (' j/dMAX. I D I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHT it a EMBEDMENT a • if A 1-1/4' MIN. LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED CF CONCRETE D A D INSTALLATION ANCHOR 3/16' D:A. TAPCON SECTION A - A SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. G. D. WIDTH 1/4' MAX. SHIM SPAC; 1 1/ 4' MIN. FF i EMBEDMENT o ONE BY WOOD 1 BUCK BY OTHERS CAULK BETVEEN Q WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK Ilk CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK bETVEEN 3/16' DIA. TAPCON WOOD BUCK L MAS•Y. OPENING BY OTHERS SLIDING GLASS DOOR \a CAULK BETWEEN HOOK STRIP HOSTRIP t d WOOD BUCK 1 1-I/ 4' MIN. EML DMENT Q 1 d 1 ONE BY WOOD BUCK BY OTHERS STUCCO -- BY OTHERS IL& CWTAAfiAj JF4t9uAQDA B.O.AmF.TEMPERED GLASS —, SECTION B i AG'I'LJRER<TYP.3 GLASS DOOR s J<Abg.- SLIDING INTERLOCK RASTER MAE# — HC10K STRIP DETAIL A D WOR MATERIAL: ALUMINUM ALLOT 6063, 21 TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDiiM7 DF 1-1/ 4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME ME"SERS. N) YA CONANCHORCHARTONBACKOFTHISSHEET. S) USE Sit ICONIZED ACRTLIC CAULK BEHIND BOOR FLANGC AT HEAD 6 JAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERINCTER SEAL AROUND EXTERIOR OF DOOR. 7) IFOR EXACTDOSIZEISNOTLISTED1NSIGNORCHART, USE ANCHOR OIywTItT CUSSED VITM HEzi LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RE". B) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 6 CONFIGURATION TO FINISHED OPENING PLACE YAPCOMS. IN FRONT Or NOOK STRIP AS SHOWN GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH XB SCREV: 3 B Or SUFFICIENT LENGTH TO PROVIDE HIM. A/B' EMBEDMENT INTO vOQD BUCK. It) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULA%mG GLASS. 12) JAMB / SILL CORNERS ARE TO BE SEALED VITM A SMALL JOINT SEAM SEALER. 13) SHIM AS REWD. AT EA, SET OF INSTALLATION ANCHORS- MAX ALLOWABLE SHIM STACK TO BE INN'. 14) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RES;STANT NACR/ALS- l51 WHERE X. REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 161 NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWIMG. HOWEVER INSTALLATION EXTERIOR ELEVATION SEC71ONS 'A -A', 'B-B' t HGGX STRIP OCTAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN COFIGURATIONS. 17) INSTALL ONE TAPCOM in CACM PAIR OF FACTORT APPLIED IMSTALLATION HOLES UNLCSS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. 16) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS SHCvN, TH41S PRINT ALSO APPLIES TO 2000 SERIES AND S00 SERIES. REVS DESCRIPTION DATE INI EXTRUDERS i F L O P I D A INT. INC. SANFOP•D I'Ll I I I TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPAwN BY: ,$ j APPP' OVED BY: f II na- ir.m/?i/(li kzr_ir "7c inwr _. rN rVnin- APCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO f UP 70 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGUPATION 45 PSF 60 PSF 70 PSF I 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 5068 xx, x. x0 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, Ox, XO 72 x 80 4 4 4 4 4 4 3 3 4 4 5 58068XX, x, XO 96 X 80 5 5 5 4 4 4 3 4 510068XxOx. XO 120 x 80 6 6 7( ) 4 4 4 5080 Xx, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 Xx, OX, XO 72 X 96 4 4 4 5 5 5 4 5 6 8080 Xx, OX, x0 96 x 96 5 5 5 5 5 5 4 6 6 10080 xx x, X0 120 x 96 6 4 1 7 01) 5 5 5 4 6 6 50100 xx, Ox, XO 60 X 120 3 3 3 6 6 6 5 6 { 7 60100 Xx, OX, XO 72 X 120 4 4 4 6 6 6 6 7 8 80100 xx, x. x 96 X 120 5 5 6 6 7 (D1) 6 If8 9 12068 OXO 145 1/8 X 80 7 I 7 D2 I15068OXO1811/8 x 80 8 0 ( ) 9 ) 4 4 4 3 4 5 9060 OXO 12080 OXO 109 1/8 X 96 145 i/8 X 96 5 7 5 8 (Dl 6 Ste) • 7 1 -5 Z+ i -4 • 14w1:. • • 5 4 I4 6 6 6 6 15080 OXO 181 1/8 x 96 8 9 5 5 5 a 6 6 90100 OXO 109 1/8 x 120 5 5 6;:hjs S„'i: D1) 6 8 0 120100 OXO 145 1/8 X 120 7 6 6 7 (Di) 6 8 10 9068 XXX 106 5/8 X 80 3 5: -•: - - 6., _. • '= 4- 4 -° 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 4 3 I 4 5 15068 XXX 178 5/8 X 80 1 8 in O I I 1 4" 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (Di) 9 (D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 11 O 3 5 5 5 4 6 6 90100 XXX 106 /8 X 120 5 6 6 6 717 6 I 8 10 120100 xxx 142 5/8 X 120 7 q /n;D Tn (n--) 6 6 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (Di) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 a (D1) 1 4 4 4 3 4 5 16068 OXXO 191 5/8 X 80 9 t0 (DI) 12 03) 4 4 4 3 4 5 l d UXXU 1 /b X 7b b 6 7 CD1) j > 4 b b 12080 OxxO 1143 5/8 x 96 17 8 (D1) 9 (132) 5 5 5 I 4 I 6 I 6 16000 OxxO 191 5/8 X 96 9 n ) 1a ( 5) I 5 5 1 5 4 6 6 100100 OXXO 119 5/8 x 120 6 6 7 (DI) 6 6 w) 6 5 10 120106 OXXO 143 5/8 x 120 7 DD I 7160100OXXO1?1 5/8 x 120 10 CD1) 93 )) 16 (D7) 6 6 D1) 6 8 t0 10063 Xxxx f Ili 1/4 x 80 rb 6 6 4 4 4 4 1068 XXXX D C 4 5l6068XXXXI !89 1/4 X 80 9 (Di) 0 (D2) 2 D4) 4 4 4 3 I 10080 XXXX 117 1/4 X 96 b 618 7 (DI) 3 I 4 6 6I612080XXXX1411/4 X 96 7 DI) 9 (D2) 5 5 15 4 4 6 516080Xxxxt891/4 x 96 9 (Di) j s (4) 15) 5 4III 5 5 I xxxx 117 i/4 x 120 6 I 6 7 (DI) 6 I 6 I cLl) 6 I 8 I t0 F1001001=0!00 Xxxx I 141 1/4 X 120 7 I c (Di) I IC (n I` 7 <IIt) 6 I 8 lil IO 60100 XXXX 189 1/4 X 120 iO CDc> t3 (D5) i5 (J7) 6 5 it 7 (Di) If `8 10 V %, V FE 2 , nno ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPCONS ARE P.EO'D. 2) 'D1' MEANS, INSTALL TWO TAPCONS IN ONE SET OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS - A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B. SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD & 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. 0: SECONDLY, AT EACH END OF JAMS NEAR HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER, THAN AS LISTED IN A & 2. r -} EXTRUDERS 1 C1 D ! A INT. INC. SANFORD. FL. TITLE: SLIDING r-',.ASS DOOR TA;CON GL=SS C'.-'A-T 3QpLY S V I V dL S:k: N, TT •'G __3.7 . Sent By: RCS INC; HUU-21-2M2 iq3 i 52 00000000000; CLOPAY BLDG. PRODUCTS—TC Feb-3-03 3:36PM; Page 2 P.01i06 CLOPAY B .4LDINQ PRODUCTS COMPANY 8585 Duke Bfvd. Mason, OH 415040 FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (53) 770-6062 FAX # (513) 770-4853 DATE: 8/21 /P2 Q George a Iastings C RCS MESSAGE: George, 1 pre forwarded to reviews the c as you wish. Thanks THIS FACSII ENTITY TO PRIVILEGEI PNQn #/FAX#: (407) 854-9551 6 the attached Florida Building Code (ASCE7-98) windload calculation to be aver you wish. In the vast majority of cases, once the engineer/architect nt, the issue Is resolved. Please forward the windload calculation method IILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR MICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS AND CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 3 AUG-21-2002 it9:52 CLOPAY BLDG. PRODUCTS—TC P.02i06 G*RAGE DOOR WIND LOAD DESIGN PRESSURES PER SCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 The Florida Building Code states "Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE7." [FBC Section 1606.1.11 Garage doors ake considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry d ' rs, and windows transfer the wind to a supporting structure. The exterior walls of a building considered the "Main Wind -Force Resisting System" and use a different calculation m od. The calculation method presented below is for components and cladding on buildings with nean roof heights less than or equal to 60 feet. Step 1: Deter4ine the Basic Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V. for your geographic region. ASCE7-98 uso values based on 3-second gust wind speeds in miles per hour. Per the Florida Building Code"C 1619). Miami -Dade Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Determine the Importance Factor, I The lmportane4 Factor,1, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Table 6-1 in ASCE7-98. For residential construction, I = 1.00. Step 3: Determdne the Mean Roof Height The mean roofeight is determined as the average (not peak) height of the roof from the ground. If the roof slops is loss than 10* then the cave height may be used. Y Step 4: Detergine the Exposure Category The exposure "cry is based on the local terrain of where the building is located (Section 6.5.6). The tw# exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is refined as "urban and suburban areas, wooded areas, or other terrain with numerous elosy spaced obstructions having the size of single-family dwellings or larger." Exposure C is 4efined as "open terrain with scattered obstructions having heights generally less than 30 ft. Thi category includes flat open country, grasslands and shorelines in hurricane prone regions.'T, The Florida Building Code defines the hurricane shoreline as within 1500 feet ofthe mean hi#i tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C pail the Florida Building Code (FBC 1619). Step 5: DeterI(C&Q, ne the Velocity Pressure Coefficient, Kz The velocity psure coefficient, Kz, is determined from the exposure category and mean roof height (Table). The Kz factor for Exposure B (C&C) up to 30 ft. mean roof height is 0.70. For Exposure the KZ factors are as follows: to 15' Mean Roof Haight: Kz @ 0.85. 20' Mean Roof Height: KZ - 0.90. Y 25' Mean Roof Height: KZ - 0.94. 30' Mean Roof Height: KZ — 0.98. Sent By: RCS INC; 00000000000; HUU-21-2M2 10:53 CLOPAY BLDG. PRODUCTS—TC GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE748, CHAPTER 6 (continued) Feb-3-03 3:37PM; Page 4 P.03/06 Step 6: Topoorephle Factor; KKzt This factor is qsed for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Kjj — 1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind Pirectlonatity Factor, Kd The wind directionality factor for C&C is Kd = 0.85. See Table 6-6. Step 8: Deteroine the Velocity Pressure, qZ The velocity pressure, %, is calculated from the following formula (Section 6.5.10): 0.00256KZ KZt KdVrI (in lb/ft2 or PSF) Step 9: Deter+lne the External Pressure Coefficients, GCp There are three I external pressure coefficients, GCp, for components and cladding and therefore garage doors. a first external pressure coefficient is for positive pressure and the other two coefficients , negative pressures. One negative pressure coefficient is for `Zone 4' and the other coeffici t for `Zone 5. Zone 5 is the wall region in the comer of the building (also called the End Zone) 0afined as "100/a of minimum width or 0.4h [h = mean roof height], whichever is smaller, but not less than either 40/a of minimum width or 3 feet." Zone 4 is the wall region that remains after a btracting Zone 5. See Figure 6.5A. According to 4e "Guide to the Use of the Wind Load Provisions of ASC.E7-98" published by ASCE Press (efe p. 18), for components and cladding with a tributary area (A) of between 10 W and 500 ft2 the followiag formulas are used for GCp: GCp 4 +1.1766 - (0.1766)(logto(A)) GCpt 4) --1.2766 + (0.1766xiogio(A)) GCp(3) =-1.7532 + (0.3532)(1oglo(A)) The GCp value[may be reduced by 10% if the roof slope is less than 10°. Step 10: Dete"e the Internal Pressure Coefficients, GCpp1 The internal p e coefficients, GCpi, are determined from' able 6-7. For enclosed buildings GCpi = +/-0.1 For partially -enclosed buildings GCpi = +/-0.55. Sent By RCS INC; 00000000000; CLOPRY BLDG. PRODUCTS—TC GARAGE D OR WIND LOAD DESIGN PRESSURES PER ASCE7 8, CHAPTER 6 (continued) Feb-3-03 3:37PM; Page 5 P.04i05 Step 11: Dete"at the Design Loads, p The design ioa0s, p, are determined from the following equation: p — gh[fGCp) - (GCpi)] where qh = qz since C&C are evaluated at the mean roof height. For the negati ; design load, the final design load is a function of how much of the garage door opening is in Zone 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then t whole door is calculated for Zone 5. According to the "Guide to the Use of the Wind Load P isions ofASCE7-98", a weighted average may be used for components and cladding when etermining the negative design pressure [p. 77]. This means that if 25% of the garage door 'ng is in Zone. 5 and 75% of the garage door opening is in Zone 4, then the final negative desi94 pressure has a proportionally greater influence from the calculated Zone 4 pressure than dke calculated Zone 5 pressure. Prepared by MM4& W. Westerfield, P.E. Florida P.E. 495 Clopay Buildir* Products Company 2002, Clopaj Building Products Company Sent By: RCS INC; RUG-21-2002 Ito s 53 00000000000; Feb-3-03 3:37PM; CLOPAY BLDG. PRODUCTS—TC kGE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 (Florida Building Code) Example Page 6 P.05/06 A 16'W x 7'M tarage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean rooMieight is 15 feet. The garage door opening is located 2' from one of the corners of the home. 11he home is located in Florida in the 130 MPH basic wind speed zone and is determined to $a in the Exposure B category. Step l: Deter ine the Basic Wind Speed, V Given: V =1 MPX Step 2: Determ e the Importance Factor, I For residential onstruction: I =1.00. [Table 6-1 j a Step 3: Detera the Mean Roof height anThemeroc eight was given as 15 feet, xis Step 4: Deterq 1ne the Exposure Category Given: Expo B. Step 5: Deterae the Velocity Pressure Coefficient, KZ The velocity p .f ure coefficient is: Kz = 0.70 for up to 30' mean roof height Exposure B. [Table 6- 5] Step 6: Topookaphie Factor, K d Use Kzt = 1.0 Om this example. Step 7: Wind, irectionality Factor, Kd The wind dircoonality factor for C&C is K.d — 0.85. [Table 6-61 Step 8: Deterine the Velocity Pressure, qz The velocity p ssure, q., is calculated from the following formula (Section 6.5.10): q, - 0.002561(Kzt KdV21 — 0.00256(0.70)(1.0)(0.85)(130=)(1.0) — 25.74 PSF - qh Step 9: Determine the External Pressure Coefficients, GC p Forthishome, hc Zone 5 region is defined as 10% of the 40' minimum building dimension, or 4'. Since the ns wlmgedooropeningislocated2' from one of the comers of the home, this mea that 2' of the S"e door opening width is in Lone 5 and the remaining 14' feet of the garage door opening mOdth is in Zone 4. Sent By: RCS INC; nuu-t1 e1lJYJG 1'C •'J 00000000000; Feb-3-03 3:38PM; I.LUh'HT to-L)U, "UllUl: I b- I Garage Door Resign Pressures Per ASCE7-98 Example (continued) Page 7 P.06/06 The area (A) ofthe garage door is: (16 ft)(7 ft) =112. Therefore: r GCp +I.1766 - (0.1766)(logco(112)) _ +0.8147 GCp(,i P44) _-1.2766 + (0.1766)(iogco(112)) =-0,9147 GCpx,i ne s> _-1.7532 + (0.3532)(logio(112)) _-1.0294 i Step 10: Dete a the internal Pressure Coeflieients, GCPt In this exampl the design loads will be calculated for both enclosed and partially -enclosed. The internal prenuife coefficients, GCpi, are +/- 0.18 for enclosed and +/-0.55 for partially -enclosed. Step 11: Dete"ne the Design Loads, p The design 1 , p, we determined from: p = gh[(GCp) - (GCpi)] For an enclo building: The positive d gn load is: p = 25.74[0.8147 + 0,18] = +25.60 PSF. The negative d sign load for Zone 4 is: p - 25.74[-0.9147 - 0.181= -28.18 PSF. The negative 'gn load for Zone 5 is: p = 25.74[-1.0294 - 0.18) = -31.13 PSF_ For a partially-Onclosed building: The positive design load is: p = 25.74[0.8147 + 0.55] _ +35.13 PSF. The negative design load for Zone 4 is: p - 25.74[-0.9147 0.55] - -37.70 PSF. The negative design load for Zone 5 is: p - 25.74[-1.0294 - 0.55] _ -40.65 PSF. Since 87.5% of the garage door opening is in Zone 4 and 12.5% ofthe garage door opening is in Zone 5 (see St 9), the weighted average negative design load for this garage door opening is: Enclosed built Partially-encic Rounding the For enclosed For partially - Prepared by M Florida P.E. N Clopay Buiidh C 2002, Clopa 28.18 PSF)(87.50/*) + (-31.13 PSF)(12.5%) - -28.55 PSF building: (-37.70 PSF)(87.58/o) + (-40.65 PSF)(12.5%) = -38.06 PSF loads to the nearest tenth of a PSF, the final design loads are: 25.6 PSF & -28.6 PSF building: +35.1 PSF & -38.1 PSF k W. Westerfield, P.E. 48495 Products Company Building Products Company TOTAL P.06 Sent By: RCS INC; AUG-26-2M2 11k19 CLOPAY 8 85" Duke Mason, OH 00000000000; Feb-3-03 3:38PM; LWAY BLDG. PRODUCTS-TC FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (31 ) 770.6062 FAX # (513) 770-4853 DATE:- 8/2614 TO: GeorgetHastings 0 RCS ply- QNE #/FAX#: (407) 854-9551 Ala imhar of naAjaae includina Cover sheet: 3 MESSAGE: Page 8112 P.01/03 Cover page a 'd p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" as pubished b ASCE Press. Two weeks ago 1 attended an ASCE seminar in Covington. KY on wind load ught by Dr. Kishor Mahte (one of the authors of the guide). I asked him to confirm the g e door calculation write-up I sent to you. He did and said the procedure was correct. 3. THIS FACsi LE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO CH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED D CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 9/12 AUG-26-2002 11y20 CLOPAY BLDG. PRODUCTS—TC USE OF THE 10shor C. Mehta and Dale C. Perry Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; AUG-26-2002 11.20 ^.LOPAY BLDG. PRODUCTS-TC GUIDE TO THE US$ OF WIND LOAD PROVISIONS Typical calculations of design pressures for puarlin in Zone 1 For maximum negative pressure p - 18.0[(-0.8) — (t0. I8)) p = -17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure p = 18.0[(0.3) — (—+0.19)) p - 2.1 psfwith positive internal pressure p = 8.6 psf with negative internal pressure p - 10 psf minimum net pressure (controls); 6.1.4.2 Tab4 3.7.10 Net Roof Component Pressures, psf Page 10;12 P.03/b3 77 Component Positive Negative ti Zones 1, 2, and 3 Zone 1 Zones 2 and 3 Turlin J, panel 12.2 - l 9.4 -41.0 nstener 12.2 -19.4 -41.0 A. 10sgA 12.2 -19.4 .41.0 Ar 500 sq ft 10.0• -17.6 -28.4 mnumm net pressure controls, 1.4.2 S J case of girt that transverses Zones 4 and 5 (71, Q Width of Zbne 5: i smaller of a 0.1(200) = 20 ft Or a = 0.4(36.7) = 14.7 ft (controls) but not Icss than 0.04(200) — 8 ft or 3 ft 1 Weighted average design pressure P=14.700.0) + l 0.3(-18.9) _ .19.6 psf25 This procedure of using weighted average may be used for other components and cladding. 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SO( Or OOOR. im J fi 11aRIq A Q w. ow. SRa TRUN Wkwm !0 /aY LR6 tGt7AAIA {) /11 Y@T w 9CW.YS. M6,'N' 9RET NCK PbCN Mc.Ora t0 CK1A /MORi 1 q T IRA. SaAYS Mb r3..s5b xJl/O.0 T.IfAOL. NOIEiORA. NNIS m ICIr WIN dE 1/C' /011 !NTT t 9 1 r Yt- 41i RYIgIC SQimS alp fA0 ONX TKIPMER LOAD. 01 tr0 CU1511E tkt'.0 Y1MaE I GE!• . 4 ETA /- ,UOl : OM iN',IO M. W GALL Aitl NOf:ER is A+ ` 3 Sit[ LVIOL J _ SCC®®N ArM1 .E3R Nt1D, rc. WAR dl mllFUPM 90 xfa) LMSId F9:f .NA14E wm r J9m" rErz3m ACL J-:.R [-.LAW.v t.' t/ Crl/Ga•E1PWP EOA. •iYY. IftnN_ -.fEV L- du! MAM Lam ON( IN earlpatnwAa. (Adf Sm Non Mev emN LT'W' rtF porA«FwalsaAwrw JCi a a•~ . Iro W'R ar x aAnWOW. magnw. aEJEYt2 OE9C14 LCA01, +24_c- PSr 111 -24.5 PS.- E-CH Scc t iE R.E wo-7eNsteLm' orrkc xronwwt SF tMT LWS. +YJA PSF & -37.0 PSF a DOORCOMBOc M"" cumAOfE Um INfLRI/ P PART NO.: - IDE7AL m wm v'& m TOiER11'ICES e.. cefitms ae ,Y2R; A. A auA IANr. L .0 - tiOS aAYNNagINRa is Ra 1 iLl-1ft LK rxxItitY..r ixrM a t an.1 A. eN.arL raAn : W A15OE5C't27P110N: M7E)EL EAST Wt, fi-0 z H-0: 24/-24.5 Or_" L_11D . 400 = a/IS/703 AYJS P -•-i t nq •.. wa.'.b .moo _.ot+y DRAWN L1: S/AY OATi:: k LT5 fEm4ijYe._GAaryO je 4 _ WelkFCJavA19rS1AamFS..eA_lOtI.i:.ry:r/ua2v' E3.r OWGNd.'- I7TY Nwr DATE:VIVO* IZE 10213— P. EJ W , l r PRODUCT PERFORMANCEDRTR CODE METRL-EDGE STEEL DDDR Ill WDDD FRRMB PRODUCT CERTIFICRTIon SHEET O 1- ON 4 , 22,, Valid for the following side -hinged door arrangements: OPROUE ODORS - sv, numim HEIGHT: Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: y ®®n ®o goo as00angoas Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel 000 r D 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: El -. C3® ®® ®® 1]® [3® 0® U " as 0 Do s o go go a00 ego ago go 09 1: ao 680 Series 129 Series 200 Series 12R. 12L. 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series DP fSS. C> - &S I C) IMPRCT L' MULTI ME STL WD OP o Entergy. f .. Entry Systems 0..an. " We " of w.nwi .ewov _ .".1 W.AK81—. A.Kn me W.0- aw ww., ro tN,q..0-4 nws.. M IA M I•DADE NIIANII-DADS COUNTY, FLORIDA METRO -DADS 1:L.AGLER BUILDING I)UILDINC CODE COMPLIANCE OFFICE METROZADE FLAGLER BUILDING 140 WEST' FI.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)375-29us Premdor Entry Systems c:oN•rRAc-roR I.icF.Nsim., saccriON 911 E. Jeferson, P.O. Box 76 (305)373-2527 FAX(305)375-2558 Pittsburgh ,KS 66762 coyriz%croit F:NFoitcF:DiliN•r mvisioN 305) 375-2966 FAX (305) 375.290s I'RODUt: t' CONT1tot. DIVISION 305) 375-2902 FAX (305)172.6331) Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raul Koangucz Chief Product Control Division THIS IS TILE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 d Fraitcisco J. Quintana, R.A. Director Nliami-Dade Count,. - Building Code Compliance Oflicc sWS0001\pc2000\\temphtes\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 JUN 0 5 2.001 APPROVED EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 SIE Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS - 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of the approved drawings, as identified in Scction 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building rcial or the South Fltici a Building Code SF13C) in order to properly evaluate the installat' f hiss stem Ma cl Perez, P.E. Product Co Examiner Pr I ct Control Division j J Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. Tile engineer needs not reseal the copies. S. failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP- ANC ' 1 jjz a_ 14tt Manuq Perez, P.E., Product Con rtSl 'xaminer Produ ntrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) 110 K t/A IN` 1 NcNt 1ALttln«t I int M Ail'I li"" 1 1/(!• NIMIMI/1 (NIId(Nt 148 1/2' MAX 77 1/4' 7A• 37 1/4• MAX MAX MAX Y Low SIAR(S . 1O'a MAX SCC •AIC ) ws MAX s• MAX MAX wa ts' DC 15• OC Is' oC IS• D.C. IS' O.C. IS• 0C. D.C. IS• D.C. r5. MAX MAY MAX MAX MAX MAX MAXI MAX MAX III II j' fNvS. ISI III - r vSIa lANI 771 j Y i A• ` li I+1 MNIGI 17 I/ 18' O C INOCSPACING I YVYNarirna1aM 17 1/ 1 AMAa IB• 0 C TOP, Of•/ DOOR TO 4 Or LOCK III I t• (nvs ISI IN CACM INSIIC .ANI I j A C SpACiNG 5 1/2' ! MAX DLO j _ j 80 1 mix t6' 17 I/ MAX I 1 RIF f OC. SPACING IB',OC oa4CALIStoics j u! I OC ISi. MAX iACING1111 j8• 6' A 11+ • 11 1jr' Nlrl JI (MI[NI 1171 NJ (• L;(*"1(. )III' wN IAPEDrl . IS . O.C. Is• OC. Is' OC. I714A IS' OC. Is• O.C. 15' O.C. NJ' O.C. IvYNIr1.V' (NI(p(Nt w MAX MAX MAX MAX MAX MAX MAX A• MAX MAX . Ar— S• MAX ''AI NAY MAY 1/ t' • t• LM S1AR[S SEE MOVE ATTACH ASTRAGAL THROW BOLT NB X V LONG STRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITH1110x13/4' HOLES rLATHEADSCREWS ( NOTES L) ': 000 BUCKS BY OTHERS. MUST BE ANCHORED NB % 1 3/4•' LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. rLATHEAD SCREWS 2) THE PRECEDING DRAWINGS ARE INTENDED TO L.H. INSWING R.M. INSWING QUALIFYTHEFOLLOWINGINSTALLATIONS, A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED ASCOMPLY114G NTH TH STRUCTURAL WOOD BUCK. SWTMF A C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 010 WITH RATINQS HERE VATER INFILTRATION REQUIREMENT IS NEEDED x VHERE VATER INFILTRATION REOUIREMENT IS NOT NEEDED Positive AE tnsF 5ROVED N BY PRO CT CONTROL DIVIS101 BUIL CODE COMPLIANCE OFiI( M M I 1/2 EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO, V1-03/'/12 r 6• PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT Y UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR MASONRYOVERHANGSUCHTHATTHEANGLEBEIVEENTHEEDGEOFCAMPYOROVERHANG4 . IT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5THREESTAPLESPERSIDEJAMBINTOHEADERONSIDELITESACCEPTVATERINFILTRATION. ANDDOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. c Iwx coin(y mowIcAnars im/aI 6 LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE UIIII UI(SSNTIE&INK IEL ! N4 JAMBS AND SIDELITES. EIIR 06I Dl[SS bi[ SIR. an T[li woo o(tcN NOON c IOwAnaws r it"! 7 DOOR/SIDELITE HEADER, ODOR/$1DELITE JAMBS. AND SIDED TE BASE ENGINEER ane. « NL club flow mwunlrc+ CORNERSARECOPEDANDBUTTJOINED.7-29-911 8 DOORS SHALL BE PRE -PAINTED VITH A WATER -BASED EPDXY RUST ` INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PUB LNIRY SYSILMS 31-1029-EM-I 9 FPf4-S SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ PnsIrr(tD SHEET l OF E FAIR -REDUCIBLE VHITE PRIMER WITH A DRY rILM THICKNESS Or 0.9 TO 12 MIL. R[ VISRIY LEI TER C n LJ 9/16' INTERIf1R livewIINU nTHFR f nNFIf-,IIRATmNS 3/.• Iil 1/4' ilf 1/4' (R 74• MAX MAX I MAX GLAZING DETAIL SHERVIM VILLIAMS 85OA EXTERIOR GRADE LATEX CA(D-X x x CIXX XX EXTERIOR MAX 1 MAx MAX 77 1XMAx NTERIOR gum . GLASS BITE 29 1/8' TEMPERED GLASS E ar( coAlr Motnru.rroMs , 1%PP%+JvF04—.,C:.:Plvl• VYATH DIE D ADDED 1- S WW OPtKM) lDlli Ul(Ss l Il ffK . .1 14 rgAKS t ITIJ E A3D%Aq(c(WGA&Iom4sSGUrllhOCvanc% r j7jLJ 1n) juJ byjo- 64 PR& 3 o- fTRola"S:av N YiS M 31-1029-EM-1 DU:LLC:G CCC_ CCrpUAI.'CE OFFICE n N Drt NSHEE 1 2 EK 6 GCEPT:r.Cct.+, G/'o37v.23 mutnur E 1/4' SHIM MAX r— 3/4' 80 11/16' MAX INTERIOR 79 5/16' MAX FIN. F 2 BY WOOD BUCK 17 1 1/4' 1 2 IMAX EXTERIOR 4 1 3/4' 1 1/4' I'irl I LI%1r,LJ L1J 1 ITEM NO. DESCRIPTION PART NUMBER COMMENTS l VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT COMPRESSION VEATHERSTRIP M- NO LOXSEAL(BRONZE) ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EDUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 1PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EM-08 JPREMDOR BRAND - 1 11/16' - 20 GA STEEL 6 STEELst"m SKIN As IV26 (al 1 4 -AD)S R 0(TS 0 IDW IST IETRT a Rr 1PnLYURF-THANE FOAM cogi BASF FOAM - DENSITY 2.0 TO 2.5 lbs./ft' 8 BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9 VOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ID STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16- 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .D97 THICK (STEEL; 14 VOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT IS 410-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 BOX 2' F.H.W.S. 1 H JAMB N L JAMB. i N MAX 10' O.C. THEREAFTER IN SCREVS TNRDUGH STRIXE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOr B' OL THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' O.C. THEREAFTER 17 3Im, ffNSx ToNU)M#I/1M11" 1 U l-M[ N DNENr REFER TO ELEVATION VIEv, FOR B of SCREVS USED AND LOCATIONS 1B 010 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19 N8 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE IOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 N10 X 1 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-I8 1 1/4' X 4 9/16, MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED R T ASS IN POLYPROPYLENE RA - DC-1643 - (0OL-2 GLASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 Fly SIDEMBY SIDE JAMBSS' AS MMLIOMMSNi -ITEMS ARE MOLDINGS USCI VOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT VOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EDUIVALENT POLYPROPYLENE LITE FRAME 1643, DOL-2 HP Polypropylene by ODL N6 X 1 1/2' PAN HEAD SCREVS 18 PER FRAME 10 EXCEED 14' OC THERE AFTER. SPACING TO BE 3' IFROMEACH SIDELITE STILES EM-26 15/I6' X 1 11/16' MTL. TO BE PINE OR EOUIVALENT i PIN NAIL 314' LOIG MAIL, 4' IN I" ENO, MAX B" O.E. INERK1ER, USED ON MUIUDK AND TRIM 4 9/16' SECTION B-B e"% DOW SILICONE #995 1BIIIS AM CEO, FRAL DEC. EKIRUSffi: K[ss 101ED, sla M. [OL i. X? iR0'/c0 AS COMPLYING %NTH THE sou ININ eni E 7 IMI BY CITE PREMDOR EYPI: T O!ITROLOIVISK)N 911 E. i(ffERSDI OULOINIG CcOE CO O%E OFFICE PI11SBlIRT,. KS. 667P ACCEPTANCE NO0 Y.LS Y SYSTEMS Y MODIFICATIONS E 5 (DOOR OPT 31- 1029-EM-I SHEET 3 OF 6 REVISION 0112 B 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" T c5--- 79 3/16" INTERIOR MAX 80 11/161w MAX wl z BY voao euck 4 SECTION C-C Oft 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1029-EM-I SHEET 2 OF 6 D DOW SILICONE 4995 LINII& AISS T01E0, [RAC. ' DEC. ' At I RMIENS: LKESS N910. SIQ EX III APPROVED AS CDLSPLYRIG KTTN THE DA,:„ILY` IURDINGCODE PREMR. DOR ENIITRY SYSTEMSDAiE +on- Q } ay — 911 E..1EffERSENFROMTc +TROLDIVISION PII1SDlRt;, KS. 6676islILCNI, CODE CDLIPLIAN ICEA-CCEPTANTE NO Of 10 DADE COUNTY IIODIFICAHONS MATfRIAI VAC Pn YSTYRFNF Awn PAU 5 Q M1R OPTIONS ADD SCREvS TD Lin TRAMS 4 w1IER14 LISI A 1-1029-EM-I SHEET 4 OF 6 REVISION LOU p Sul OTHER DOOR CONFIGURATIONS 1 yr N 4r w W r r r Ilu w Y W W r W W r. W YW W w Y W W W Y 1]' • r4 K •Y K IY Y W y W rW W r W W 1] Vr W A wrlsp ra. OL atfMCi p VrW gwrW at W-04 0 0 ac VKK roa• - u r n.a• r ww c It Vr W Ir Vr W oc W-coc OL fr'KML t yrW OL~fr.cWrcoc4r I 1 1 1 1 1 1 1 r 1 I 1 1 1 1 1 Ir ru o et lo K. IY rs 13 °c nW K ilu w W W r. W YW W W YW XX Y] n y / \ / rY; ]ram.• ])! ]ty+) I]• Y rla nYOC K Ir OC 1]' OG 1YOL. 4 YL IS Y 1]YOC rr W 4 W W W W W 1 1 1 1 1 1 1 1 1 1 It Yr W Y~frNbl(• II Nr W I.r W u ec v+cls 0 e Il.a• o u Lr ... oc wc1Y. ur yr r. UP c v.clr. _ 1 1 oil 1 1 1 1 ) 1 1 1 1 1 n o y+hoc n sL[,44 o r. x liMili KESS M 1,Lt fm ' Kc fiiRii od Ui[SS OR sit 011. 111 APPROVED AS COMPLYING %ATM THE if R: nounM :D Bu1LLMMG CODE OR. IT i D I a I -11-01J PREMDDR ENTRY SYSIN P:t i OtOMSOi ni f. lffiro 11V0.Dt COWPLIMICEOFFICE Pi11Sl1J<1{, KS 66162 ACCEPT, I G1-031N. z3 XX I 31-1029—EM—I SHEET 5 Of 6 R(VISIUI t[II[R OTHER DOOR PANEL STYLES 36' r— MAX 79 /16 0 0 00 000 pp ®®® as Oo o13o 00 0 OD D0 AID D0 DD MAX ,sun, D o°o°o pp 08 oa 000 00 V 01 LqO an oa on o0 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4—PANEL EYEBROW WiSCROLL EYEBR13V EYEBROW W/SCRQL 9THER SIDEITE STYLES 36" 0I ['MAX rl cm Em 79 F/N6N MAX u o 0 0 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-500 SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 on 0o On go ® 00 00 00 00 00 00 00 00 00 00 00 00 00 00 no 00 PD-1 PD-2 PD-3 PD-4 130-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-II PD-12 PO-13 PD-14 PD-15 PD-16 PD-17 W W 1H EIII U o U 2 W} S _ n o s o mQ u .c °C U D0 s a 7 r O 1PD18PD-19 PO-20 PD 21 PO-22 PD 2J PD 24 PO 25 PO-26 PD-27 PD 28 PO 29 PD 3G PD-Jl PO-32 PO-33 PD-34 + Zn o m C INIS IAESi 1010, ftc EEC ANL I111dix. Alss 10(EB. Sit CDR. 10.'i 981FNGINEER lit I RIVISiDS I BAI( I BT DN O 0 0 AATW(: PREMDOR DDOR OPTIONS S[ kIAU: JJlits1touIt00 00 u'lgoo gooflUfl o0 oI PREMDUR ENTRY SYSIEMS 31-1029-EM-I 9111 IffIRSDI n I' D-35 PO-36 PO-37 • -38 PD-39 PD-40 PO-41 PO-42 PO-43 ^3A PD-438 PHISM. KS fAIV SHEETSRM ttilOF () PRODUCT PBRPDRMRnce DATA 'I HURRI METRL-EDGE STEEL DOOR In WOOD FRRMG PRODUCT CERTIFICRTion SHEET 00- 0-7 9.0, c)(a (DAI>S-ylNsw ay, Valid for the following side -hinged door arrangements: W i l l n1(.ti OPROUE DOORS - G'G" nomim HEIGHT Single Door DOOR STYLES: 1313 0 C 13 all 110 013 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel goo 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eltebrow 5-panel with scroll OP +1 G '110, U IMPRCT `f SGL_ME STL_WD_OP r Enttergy- Entry Sys Ow cw*"Oq W"M a NOWn "Norw"m w•.N. %W,kMe-L C..q^ .M M.W.t NO. WW.O 10 ChmP W A W .ouc. u U MIAMI-DARE MIAMI-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 305) 373-2901 FAX (305) 375-2903 CONTRACTOR LICENSING SECTION 305) 375-2527 FAX (305) 373-2558 CONTRACTOR ENFORCEAIENT DIVISION 305) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION 305) 375.2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Entergy Series 100 & 122 Single Flush(Embossed) Outswing / Inswing Residential Insulated Steel Door (w/Steel edge) -Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has. beer' recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0720.06 EXPIRES: 08/25/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/14/2000 Francisco J.,Quintana, R.A. Director Miami -Dade County Building Code Compliance Office s04S0001\pc2000\\templates\notice acceptance cover paae.dot Premdor Entry Systems ACCEPTANCE NO.: 00-0720.06 APPROVED SEP 14 2000 EXPIRES : Au u t s 25.2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 97-0204.06, which was issued on August 25a', 1997. It approves an outswing / inswing residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Entergy" Series 100 (26ga) & 122 (22ga) Single Flush (Embossed) Outswing / InswingResidentialInsulatedSteelDoors (w/Steel edge) — Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No31-1015-EM, titled "Entergy Metal Edge Steel door," Sheets 1 through 6 of 6, prepared by manufacturer, dated 2/18/97 and latest revised on 08-21-00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of a single outswing / or inswing door, as shown in approved drawings. 3.2 Refer to corresponding design pressure table, for water infiltration requirements. 4. INSTALLATION 4.1 The outswing / or inswing residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) rin order to properly evaluate the installation of this system. 1 st.~5 I . LLA 13.4 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 of 3 Premdor Entry Systems ACCEPTANCE NO.: 00-0720.06 APPROVED SEP 14 2000 EXPIRES : August 25, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and thefollowingstatement: "Miami -Dade County Product Control Approved", or as specifically stated in the specificconditionsofthisAcceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and theproductisnotincompliancewiththecodechanges; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including thecorrectinstallationoftheproduct; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site atalltime. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ISU'll 1. L44K Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 PREMDOR CENTERGY SERIES 100 (26GA) & 122 (22GA) BRAND METAL EDGE T-0 x 6'-8 STEEL DOOR WITH BUMPER THRESHOLD IN A WOOD FRAME DUTSWING/INSWING DOORS 37 1/2' MAX 7/16' x 1 3/4' Ig. STAPLES 3) PER SIDE 4' 1 TOP Or D" T08 7 16• 4 or HINGE 17 1/2' 1 (TYP.) 4' 4' B , 10 x 2' SCREWS 2) PER HINGE 31 3/16' 4 TYP. ON, HINGE! l A J x 1 1/2' MINIMUM EMBEDMENT 5) PER SIDES ALTERNATE: 3/16' PFH TAPCONS31 31/16'4w/1 1/2' MINIMUM EMBEDMENT 8 x 1 3 SCREWS TJAMBSTOTHRESHOLD 2) PER SIDE — R.H. INSWING H. INSWING I- 4' —--+ KWIKSET _ 660 DEADLOCK KWIKSET - 200 LOCKSET INSWING (INTERIOR VIEW) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 5"NG CODE DATE '' a. 14, Z000 By I s G1,4 PRODUCT CONTROL ONISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. W 0724.0 6 R.H. DUTSWING 7 L.H. DUTSWING F_ 911 43 11/16' TOP OF DOOR TO CL OF LOCK 5 1/2' 81 11/16' A MIX 8 x 2' F.H.W.S. 10 x 1 1/2' MINIMUM EMBEDMENT ALTERNATE: 3/16' PFH TAPCONS w/1 1/2' MINIMUM EMBEDMENT 2) @ THRESHOLD 2) @ HEADER NOTES: 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING, B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK, C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH CAR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3. ALL ANCHORING SCREWS TO BE #10 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE. Rllllwlr 31-1015-EM A SHEET 1 OF 6 REVIVIN LEITER C 1/4' GAP MAX. 81 11i16• INTERIOR79 5/16• . •. MAX 2 BY WOOD BUCK—' SECTION B-B C DI WUUU DUL K NIU x I 1/e' MINIMUM LMULI)MLNT OR it UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A3/16' PFH TAPCONS WITH CANOPY DR N4.563' i7 OVERHANb SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG11/2'MIN. EMBEDMENT (TYP) TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN 2) PER HEAD JAMB NGN-w+BITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TOACCEPTWATERINFILTRATION. 1.25' o EXTERIOR APPROVED AS COMPLYING NMTN THE SOIJTIN FLORIDA NO CODE oAT> 141 ZVVV By 1 I • e±sN% PRODUCT OL DIYISIDR euILDING CODE COMPLIANCE OFFICE ACCEPTANCE M10 x 1 1/2' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB Zi Ew SLATER IIFB-TRAIMN NENT IS NEEDED itN VHERE VATEV INFILTRATIOw REOUIREMENT IS NOT NEEDED A rov d x f Approved x 76 pqF MATERIALS LIST ITEM Na DESCRIPTION PART NUMBER COMMENTS Q VOOD-HEAD JAMB COMPRESSION VEATHERSTRIP EM-14 1 1/4' x 4 9/I ' MT . TO BE VOOD L13XSEAL 9650 (R N ) 3 EM-12 1 1/4' x 4 / ' MT1, TBE-VQOp 4 FIXED THRESHOLD 5 TOP CHANNEL EM-08 GA. T EL 0SERIES6TSKIN10) SERIES Izz 22 . 6••m]-°0° 000) NN( Ifis sli[ItlN n.00a Psi 0PI) LYURITHANF FOAM CQRF BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./ft3 BOTTOM CHANNEL FM-117 20 GA. STEEL VOOD LOCK BLOCK EM-09 4' VIDE X 9 1/2' LONG oO STRIKE STILE EM-06 20 GA STEEL O HINGE STILE EM-OS 20 GA T 2 LOCK FILLER PLATE EM-10 050 THICK PLASTIC 3 4' 4' HINGE I EM-16 097 THICK (STEEL) VOOD- HINGE JAMB M- 1 1/4' x 4 9/16' MTL. TO BE WOOD 5 1 - 24 x / ' F.H.M. . 4) SCREVS PER HINGE 6 110 x 2' F.H.V.S. 2) SCREVS PER HINGE 110 1XV1 WWI" I IKNI IN FfN V/ N N eN y fm„s Rn . Awl ,=ztw KoWho J.•. sr %xvs PER uwityQe e N10 x 3/4' F.H.V.S. 2) SCREVS PER HINGE 9O N8 x 2' F.H.V.S. 2) AT EACH STRIKE PLATE 0 LOCKSET WIKSET BRAND 200 LOCK LIKI1i LNIESS Nl1ED, f kk ' DEC AN XiRUS96: LKESS NDIED, Sll Cmi. iDLI N 91 R. S. DAIS PODOR ENTRY SYSTEMS 911 E.1ffERSIN PiIIskm. Ki 6676? JD 4 31- 1015- EM A SHEET 2 OF 6 REVISION III1IR C is INTERIOR 36M' MAX NOMINAL) O O •;. 2 EXTERIOR Dl 1/2' MIN EMBEDMENT OF SCREW INTO WI 2 X WOOD BUCK 3/16' PFH TAPCONS W/i 1/2' MINIMUM EM 3 7.50' MAX SECTION A -A INSWING I LINIIS:- UNLESS VC1, IRK. r*l 911 E.1mtSQl PIIISta. KS. N 0 0 o i 4 9/16' 2 X WOOD BUCK 1/4' GAP MAX. APPROVED AS COMPLy1NG iA M THE SOUTH F Oql lgUR i•.ODE GATE J: J=C /9, 2 e • • By L6 PRODLCT CONTROL DMSION BUILDING CODE COMPIW#CE OFFICE ACCEPTANCE NO Aa =07 20.0 6 C. ! A?G I ww.r• 31-1015-EM A\ SHEET 3 OF 6 REVISION 10112 C 1/4' GAP MAX. 750' 81 11/16' 1 MAX EXTERIOR 79 5/16' 2 BY WOOD BUCK E7rTTKI D D iJ l*" J W 1 ICI U 2 BY WOOD BUCK #10 x 1 1/2' MINIMUM EMBEDMENT OR I 3/16' PFH TAPCONS WITH 4.563' 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB V/ - Oot 1.25' D Anpnoo ccnoiyr+c v tn+ tMe 41 By 1 1. pm)m=ccmmL vmsm eunncoaraE 'r„orawn OFFICE ACCIFFAMU N0. a - o r2. 4 6 INTERIOR ESSURL RATINbS Quitwin oors VIOCUT CAVY DR 0vE&A VWRE VATER IWLTRATO REOU{MOT a NEEDED I VNEAE WATER MfLTRAIDREDAWXNT1SN01, N[EBU x Negative- 76.0 psF x ZLE s F UNITS SHALL DE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHAX SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES -UNLESS UHT IS INSTALLED IN NON -HABITABLE AREAS MERE THE UNIT AND THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION. MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS VOOD-HEAD JAMB EM-14 1 1/4' x 4 /16' MT . TO BE WOOD COMPRESSION WEATHERSTRIP X (R N ) 3 EM-12/4' x 4 /' MT . T WOOD 4 BUMPER THRESHOLD - 15 TOP CHANNEL EM-08 PI GA. STEEL N1A T[ll slimTA; 0pq V I LOCK FILLER PLATE EM-10 050 THICK PLASTIC 3 4' HIKI EM-16 097 THICK (STEEL) VOOD-HINGE JAMB FM-13 1 1/4' x 4 9/16' MTL. TO BE WOOD 5 010 - 24 x / ' F.H.M.. 4) SCREVS PER HINGE 6 010 x 2' F.H.W.S. 2) SCREVS PER HINGE O na rxvl VAIMKr+ 1 112, IlIK K t 01 RN i V/II9 M Nl Q, WK,M R. *A$ M rNEri tl ,MPC$ K, m m[n Ke nasal 110 x 3/4' F:H.V.S. 2) SCREVS PER HINGE 9 t8 x 2' F.H.W.S. 2) AT EACH STRIKE PLATE LOCKSET KVIKSET BRAND 200 LOCK 17 B10 x 1 1/2' KNIMUM EMBEDMENT OR DR. By 3/16' PFH TAPCONS WITH PREMBI1/2'MIN. EMBEDMENT (TYP) 911 L JEffERSDN 2) PER HEAD JAMB r PIIISPIK, Ki 61 STD. M. fall 1-?n-91 TRY SYSTEMS CUUNTY MODIFICATIONS B/21/oo J COUNTY MODIFICATIONS 8/31 J D PAGE 4 (DOOR STYLES) 9-25-98 R REVISIONS BADE NTFRGY META TFFI 1}nL SCALE: AA 31-1015-EM SHEET 4 OF 6 REVISIIN 1111ER C 0 EXTERIOR 36.D' MAX NOMINAL) 750' O O 2 O INTERIOR' 2 X WOOD BUCK r C)1 1/2' MIN EMBEDMENT OF SCREW INTO WI 3/16' PFH TAPCONS W/1 112' MINIMUM EMI 37.50' MAX 0 O 4 9/16' 2 X WOOD BUCK 1/4' GAP MAX. APPROVED AS COMPLYM WRD NTHE Ap O Nf71. hYi Ze.o ByJ_ PRODUCT COHTROI DIVISION SECTION A -A OUTSWING ACCEPtANCEmO.-9Q.:. 2A-04, EDOM KESS N01E0, FRAE. BEE ' AC DIRt 06- MESS NOIEB, Sit amt. lays. DR 6r Daft - PREMDOR ENTRY SYSTEMS 31-1015-EM AASHEET5OF6REVISIIyI1E1iCR C HURRICANE CODE Ir PRODUCT PERFORIi1R(10E DATA METRL-EDGE STEEL DOOR In WOOD PRRMB PRODUCT CERTIPICRTIonSHEST DaflE-: —D.1 — Or.>>) q, ze Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLAZED BOORS -B,o,,, nominRL HEIGHT. - Single Door with Sidelite on Hinge side Single Door with Sidelite Single Door with 2 Sidelites on Strike side Double Doors DOOR STYLES - 114 GLASS: X=a D 0 gob 00 00 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLASS: 00 00 00 Igo 00 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series I MULTI-ME-STL-WD-GLZ-1 EntergyEntrySystems PRODUCT PBRPORMRnce ORTR METRL--EDGE STEEL DOOR In WOOD PRRMB PRODUCT CERTIFICRTIon SHEET . 1- D314, 2D Ao-a,Ts d Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLASS: 1• y RK-0 J. i t 404 Series 410 Series 450 Series FULL GLASS: ti u. ti G Q r 1 109 Series 114,120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: fit, .r,t `..aj. '. i, , •, i 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series OPISo S —SD, S IMPACT N MULTI_ME_STL WO GLZ-2 EntergyEntrySystems + Ow cv* a q vW" a FOONI moot w-144100%. o"Ir &W MoMCI «IM WMO N lNrp M111M1 MIRE. MIA'MI. DE 11VIIAlMI-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING i" PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE M1'sTI10-FADE FLAGLER BUILDING 1.10 WEs"r FLAGLER S1111'El', SUrrE 1603 MIAMI, FLOWDA 33130-1563 303) 375-2901 FAX (305) 375-290H ON'1'ILAM'all LICENNING NEC"1'IUN 305) 375.2327 1:AX (305) 375.255S 0114T AC'1'all DIVISION 305) 375-2966 FAX (305) 375.2908 1111011UC I' C:UN'1'11U1. DIVISION 305) 373-2902 I AX (305) 172•6339 Your application for Notice of Acceptance (NOA) of: Entet-gy 6-8 S/E Outswing Glazed Double w/sidelites Residential lnsulated Steel Door under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Of3ice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such esting will be incurred by the manufacturer. ACCEPTANCENO.: 01-0314.20 EXPIRES: 04/02/2006 Raul Icoangucz Chief Product Control Di\,ision THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONI) ITIONS IWILDING CODE & PRODUCT REVIE NVCOt'WNUITEE: This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in `IKum -Dade County. Florida under the conditions set forth above. APPROVED: 06/ 0S/2001 Fraticisco J. Quintana, R.A, Director 1\ lianli- Dadc Count\ Building Codc Complial cc 01•11cc 1\s045000I\ pc2000\\templateOno tic e acceptance comer page Jot I u1t•rnrl nt 1 1 •.JJt. .r. r..l.•.-,r l.n l.li......... 1...... l:n......... 1 Inlltt•n.l^." Illln'/1N1\N,I1111111111!tl'lllll•IIIIII Ile. C 11111 Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, 2000. it approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EIVI-0, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Icaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS - 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South • orida Building Cody SFBC) in order to properly evaluate the install, ion ol'this syste Mani I Perez, P.E. Product o trol Examiner Prod t-Control Division 2 C Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been file and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of thi product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acccptancc including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initial) submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fec) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or an other purposes. _. __ . 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy cif this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspc0lon at the job site at all time. The engineer needs not reseal tiic copies. y. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEI'' ' NCE %r Manuc Perri, P.E., Product Co o I-milliinc Prod uc ontrol Division 3 PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) lit' 1 2' LONG it.rLC I ..OTC 17 Vo . I I/2' MINIMUM Kam CM111(M[1 SILMn15 L1N.1("IM ATTACH ASTRAGAL THROW BOLT a8 x I' LONGSTRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITHa10x13/4' HOLESFLATHEADSCREWS NOTES 1> WOOD BUCKS BY OTHERS. MUST BE ANCHORED NB x 1 7/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2) THE PRECEDING DRAWINGS ARE INTENDED TO OUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURALONEBYWOODBUCK I L ANCHORING SCREWS TO BE 410 WITH UM 1 112' EMBEDMENT INTO WOOD SUBSTRATE 16' PFH TAPCONS WITH 1 1/2' MINIM M E tic . 1 1/ ' NiN11IlNlN 3M[[y1[NI111N.ICWMI[] Its XN IMCaNf , I 1/Y MINIMUM (MKOM[NI % V1• . E' LONG SuhES SCE NOIC 7 R.H. OUTSVING L.H. OUTSVING APPROVED A3 Ci.n:.•CI Irl;'11; I./ r SCLITM FLTW jj DING CO E C 'E ,JJ JJ BY Ao PRODI T NiROL DIVISION SUIL CODE COMPLIANCE OFFI ACCEPTANCE N0. 0 1- G314. z c U MBE DMENT I UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY ORI,.IO MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG A UNIT MUST BE INSTALLED WITH MIAMI-DADS COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED INAPPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO5THREESTAPLESPERSIDEJAMBINTOHEADERONSIDELITESACCEPTVAIERINFILTRATION, I AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON - SIDELITES AND DOOR c I R camty NOoirICAI 46LATEXSEALANTTOBEAPPLIEDATSIDEBYSIDEUNIIPIII[SSN]I(I,fRAC ICC MG , JAMBS AND SIDELITES (IIRDSip6Ul(iS101(DSIA IDS .00arltaooalCaNFlux+.Hals enam) 7 DOOR/SIDELITE HEADER. DOOR/SIDELITE JAMBS, AND SIDELITE BASE vI DATE DICK. aCla till a lu No r.1INXINtCORNERSARECOPEDANDBUTTJOINED. I N.T.S. 8 OCCURS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST Ot r R.S. - - rn INH!31TIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 12 MIL PREMDUR ENTRY SYSTEMS 31-1028-EM-09FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VAIER-BASED/ `1111.ITURSDI VaTER-rE5LCIKE vH!TE PRIMER WITH A DRY FILM THICKNESS OF 08 TO 12 MIL Flitsm [$66162 SHEET I OF E N RATINGS VHERE VAIER INFILTRATION EOUIRENENI IS NEEDED I VHERE VAIER INFILIRATIDN REOUIRERENI IS NOT NEEDED Positive x CIS 16' r I/.• EXTERIOR MAX 74' MAX 13 35 3/4, MAX 15 9 f0 22' MAX DLO Fo F' , •. 111111r"S»e 22' MAX I _ 1/.• DI MAXSHIM A k 16 MAX GLAZING DETAIL SHERVIN VILLIAMS 850A EXTERIOR -GRADE LATEX CAULK ERIOR 1/8' TEMPERED GLASS SEE GLAZING DETAIL INTERIOR SECTION A -A 35 J/4, MAX OTHER CONFIGURATIONS l11lF---wd—m7I 37 1/4, MAX 11MII 1I: 1 zrmili i 0 9 35 3/4, MAx i It MOW 1 t , MAX MAX $12— MAX 11 a Ilk tt APPROVEO AS COMPLYING VNTH T1+E Il Itals DILLS Ort4 ftKsOUiMFIADIr„ DE Itre61D6 Kits WITI. sit In D DYMIT R PRO'k T CpM(RGL 01.,A510.1 L 'MOOR WRY SUILOTNG CODE COMPLIANCE OFFICE I iTTt®1 Accf no c01-0314(-Z0 ryltl ISK4? J/.' q 10 LIFE FWAKS t I- 31- I026-Eta-O SHEET 2 IX 6 amalilnt E L) L 80 11/16" MAX 1/4' SHIM MAX r- 3/4' EXTERIOR 79 5/16' MAX SECTIG'N 2 BY WOOD BUCK 64" MAX DLO 1 1/4" INTERIOR I I / 4 " L,A. l " LI-, ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 2 COMPRESSION WEATHERSTRIP FM-25 LQCKSCRE(N BRAND LOXSEAL0 (R N) 3 ALUMINUM ASTRAGAL IM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5 TOP CHANNEL EM-08 JPREMDOR BRAND - 1 11/16' - 20 GA STEEL 6 STEELMIXSKIN26 (AU 44 -MD m All III It1611i 4n glptT TS POLYURFTHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft' 8 BOTTOM CHANNEL EM-07 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EOIIVALENT ID STRIKE STILE EM-06 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL II HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL i2 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) j4 VOOD HINGE JAMB rm-13 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT 15 410-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 110 X 2' F.H.V.S. 5) SCREWS THROUGH HINGE MAX 18' O.C. THEREAFTER B N ID U JAMB, B' DOWN OM 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, V DOWN FROM TOPAX8' O.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIBELITE. 4' DOWN FROM TOP, MAX IS' O.C. THEREAFTER 17 41D fjiVi V/xNIMM 11/ N N In&' PFN TAPaNS V/MINIMM I V? (mK8fNT REFER TO ELEVATION VIEW, FOR I OF SCREWS USED AND LOCATIONS IB 410 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 D8 x 2' F.H.V.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET KVIKSET BRAND 2DO LOCK OR HARLOC BRAND 100 LOCK i 1110 X 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 11/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 T,1Ft ERE R 1 AI SSREDIN POLYPROPYLENEYPRCIPYLENE FRAME- DC-I640 - (()OL 2SS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/8, . V MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USE FOR 'SIDE BY SIDE JAMBS' AS MULLIONS VOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME 1643. 0qL-2 HP Polypropylene by 001- 96 X 1 1/2' PAN HEAD SCREWS v SPACING TO BE 3' IFROM® CORKQ AND NO WPERFRAMETOEED14' OC THERE AFTER. ` H f C 0 SIDELITE STILES 1 EM-26 15/16' X 1 11/16' NIL. TO BE PINE OR £OUIVALENI 11 PIN NAIL 3/4' LONG NAIL. 4' IN FKM END, MAX 8, D.C. TKRAFIER, USED ON MUILIDK AND IRON DOW SILICONE #995 LIKIIS, INL E I<JRiISlONS NUIED, IRAC. ' D(C. : ANG. SS N11ED, SID. £0911. 19L'S. ssoUTH F'JuirHING C ` B—B APPROVED AS Ca'A?lY+)1; WIT THE OR. IT , . PRE M DOF eY PRoolr coyrao av+s+C,+ BUILDIN ODE AI+CE OFFICE 411 E. J[IFERS4'IpIIISBIIRG. KS. ! ACCEPTANCE N- O'sG y. Lo AASAW.SIAAINA 1 TY MODIFICAT i£ 5 ( 000 31-1028- EM-0 A\, SHEET 3 OF 6 REVISION IEIIII? B F-2 BY WOOD BUCK 1/4' SHIM MAX 79 3/16' INTERIOR MAX 80 11/16' MAX 16 2 BY WOOD BUCK SECTION C-C 10% 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1028-EM-O SHEET 2 OF 6 DOW SILICONE 4995 LINIIS ONIESS NOICO, [RAC 01C. t EKIROSIONS. UNLESS N01E0, SIR COWL. IOLY N' APPRCVED AS COMPLYINGWITH THE SOUTHFI(1P11, ° 91 PREMDUR ENETRY SYSTEMEY ( j 911 E. i(FI RSONF:00 _T NTRo:41V151ON PIIISBIRG, KS. 66162BUILDINGCODECOLIOFFICE ACCEPTAUCE r1O 0 ' w. z.o 0 m V BADE COONIY RODIFICAT113NS ANG. A ADD SCREVS ;Cl LIIE FRANC L MATERIAL LISI L1R. REVISIONS PAR[ NAME: cmiEgLy sirri rpa 111LLUl cE" AAI9 : CFAI F. 1-1028-EM-0 SHEET 4 of V SIONi[(R p 0 H I HER DOOR CONFIGURATIONS M.- w it I,Y r w t„ r W t ar v.• 1 1 1 1 1 1 1 1 1 V VrxrKw II VrwccrKK p It Vr w K )rKK nurw ®p 1 I 1 1 1 1 1 1 1 1 Ir s oc Ir oc m o • ocrooc w •.Y rW w W LW w w W W r " Cn• ac r °L7 Ir ac a!• i u vrw OC VKK u vrw DL VKK O fr vrw OC VKK n vrw OG VKK 1 I 1 1 1 D Y:C ny rK W r W r w w w W hoc. )' oc Ir oc lwsc rw w Dc I 1 1 1 1 1 1 ec rKK V vrw O O u rKK n yr W it Vr W OC VKK 1 1 1 1 1 1 I n w n r,,,y Dc n• W " xx 1 1 I It IT r• OL VKK yr r d OC VKI•i V YI• u• O v/ .r yr ... OC VKI.t nc rKla t 1 I t 1 Ta nxn IIKIIS MESS NO EO. fRk 0(C VC 111R0 O& OUSS Wife. S10 Cal. R'S xx 1 IY OLf.yr DC x ArFROVEDASC016*0I„r,VAI)/ IIIC; PAR1 NN(. w)urnFCaQ yt 11EDIFjyCD E OR BT DA 1-il-Oi NA 1. DO: D•,T 'tUJ1n UUi.1 Zj fifllllffUUl PREMDOR ENIRY SYSTEMS 31-1028-EM-0By911E..1Eff[to Pao araCKDvislDrI l P111SM, KS 66W SHEET 5 OF 6 BUn ODE MAP, V,11 E C)r E r ACC E AO 61 -0 3 /y.20 REVISRIi LOUR ETHER GLAZED DOOR- PANEUSIDELITE STYLES WSURFACE APPLIED MUNT.INS 36' 1 rMAX 79 5'/16A'uu flo Mgx o0 00 00 00 on o0 00 00 0000 00 00 U oo . , 1 ! H IIIla-- m 1®1 = •' d1I 111IIIIjfl111ii1111 ; u 1111 nHIM 111 if1 IlIf,II11 t umita;;;!; ii;111n•111 tl 11 11 it b_a' 111 .0 ._-- 111 ego o00 0 0 4 Do 00 Julago 000a goo o a a o PO-35 PD-36 PD-37 PO-38 PD-39 PD-40 PO-41 PO-42 PD-43 PD-43A PD-43B 36" 01fi MAX flflingoo M x p D 0 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL 30D SL-40 SL-90A SL-90B SL 901 SL-308 SL 30C SL-70 SL•80 LWIS 1M(SUS MI(B, fRAC DEC N[i KlRl ft. UIiSS Clip, SI0 twi. QT IPMOVEDASCOMPLYWISWITHTHE L1R. LR(VIS+S (Nl[ 1T PARI M4:PRCMDOR DOOR OPTIONS S•DUTH FJURN buVING CODE DA_ E_pREMDOR ENTRY SYSTEMS 31-1028-EM-0 NYPTGD' T INTROLVISION 911(.BUD _SHEET 6 OF 6 Wf Z CO3E CC. P: I; P:CE OFFICE Il$ , KS 66162 TVxC[ u0Dl-03IV. 20 R(VISIDIt(II(R -_