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193 Venetian Bay Cir 04-1553 New SFH
PERMIT e.ACfj4A SUBDIVISION VeAOC7 02L4 RK0&4 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # v V DATE PERMIT DESCRIPTION &,CX> S F PERMIT VALUATION SQUARE FOOTAGE Co , d 1-3 M City of Sanford Certificate of Occupancy This is to certify that the building located at 193 Venetian Bay Circle, for which permit number 04-1553 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: R. Buckner Utilities: Richard Blake Fire Department: N/A Zoning: N/A Morrison Homes Property Owner 07/31 /2004 07/29/2004 08/04/2004 08/02/2004 C m . 08/05/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/29/04 04-1553 193 Venetian Bay Cir Morrison Homes Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngin eerin Public Works OUtilities Fire Zoning Licensing N/ A N/ A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 07/28/04 PERMIT #: . 04-1553 ADDRESS: 193 Venetian Bay Cir CONTRACTOR: PHONE #: Morrison Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities Fire Zoning Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1yfle jA" CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: nWm7ma 04-1553 193 Venetian Bay Cir Morrison Homes Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. CS 077--, ngineering 7— 4 filo V Public Works Utilities CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY SREQUESTFORFINALINSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/29/04 04-1553 193 Venetian Bay Cir Morrison Homes Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works XkNlmo- Utilities 91 Fire N/A_ Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 r C CERTIFCATE OF OCCUPANCY Uj a' REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** a DATE: 07/28/04 PERMIT #: 04-1553 u GI ADDRESS: 193 Venetian Bay Cir o i w Vol c CONTRACTOR: Morrison U 2 a PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A_ Pblu'c Works Zoning N/A Utilities i :]Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I LMBCIU1 CITY OF SANFORD Address Misc. Information Inquiry 7/09/04 15:04:17 Location ID . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 241255 23.19.30.502-0000-0810 193 VENETIAN BAY CIR Free -form information LOT 81 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1553 PD 4-8-04 SEE REC#6608 3/4"WA METER SET FEE $190.00 PD 4-8-04 REC#6608 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCt ^' REQUEST 1 Q ST FOR FINAL INSPECTI 1off' + 1 SINGLE FAMILY RESIDENCE**** a o DATE: 07/29/04 I I PERMIT #: 04-1553 N ADDRESS: an Bay193VenetiCir ui CONTRACTOR: Morrison Homes 6- W = 2PHONE w T Dannv 407-948-2953 The building division has prepared a Certificate of Occupancy for the above locationandisrequestingfinalinspectionbyyourdepartment. After your inspection, please sign off and date the C. O. or submit addendum if it has beendeniedorapprovedwithconditions. Your prompt attention will be appreciated. Engineering OPublic Works Utilities G' O Fire N/A OZoning N/A Licensing N/A CONDITIONS: TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CITY OF SANFORD PERMIT APPLICATION Permit # :_ C)H— ' S 3 Date: Job Address: 3 cV 2h eGh l Q y C j r C' Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical --K— Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ISO Addition/Alteration Change of Service Temporary Pole X_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel 0: Owners Name & Contractor Name & Address: Phone & Fa - t nS Bonding Company: Address: Mortgage Lender: Address: Arch ltect/Engineer: Address: Attach Proof of Ownership & Legal a Description) So-hhG t U 14 c, o Phone: lt'L40O — CD A q — n o 17 3, 3 State License Number: LC. On Q I QContact Person: lU U SVr1 t Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomatstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is aceurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require of orida Lien Law, FS 713. Signature of Owner/Agent Date rgnZrc of Conttac Ag Date e v e.t. Print Owner/Agent's Name Print n ctor/Agent's Name Jennftr Aknodovsr ComrnWIon OD272809SignatureofNotary -State of Florida Date Si a of Notary -State of Florida U ie er Expkes December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/Agent is V Personally Known to Me or Produced ID initial & Date) Utilities: Initial & Date) FD: Initial & Date) 10-03-203 9:04AM FROM CITY OF SANFOIID PERIMrr APPLICATION Psr[oil a D to: — Job Addreis: Desuiplion of Work: Historic District Zoning: Value of Work: S Permit *Dpo: 114dag FJccarical Mccb:lajcal Plumbing Fire Sprink)a/ALUM Pool Bleariest: Now So ieo — q of AMPS Ad don/A)ktation Change of Service T.tnpotary Polc _ Mcehaoical: Residuttial Noa•ResidenrW ReplltOetaettt Now (Duct Layotu & 6ncrgy Calc. RegU40) P. 2 Plumbing/ Now CowmercW: # of Fixattu N of Watcr & Sewer Lines_ H Of Gas Liters PlumbiaWNew R,e:idendaL U of WA Cosecs 42 Plumbing Repair — Residen ial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Fovlatgc Cocalructioa Type: a of Stories: _/_ # of Dwelling Uaiu: Fkwd Zrane (FlrMA form required Wr other Lb" X) yarccl11; •—_ Owaara Narou of Oweership & Legal DescrlPdoa) Plwoe: 7Y,17'/ 7t tape r N Wa AAdnaa: J - Gv /J / • •- - •-•.- e State Liceau NIP. Plating 4 Fat ter + ; s'Coquct Person '., tlunJiae Cvrupauy: Addresa: ......----- Marigage Leader: Address: Arcti4sW($ugiueer: Phone: Addre»: Fax: Apphudon is hereby mado to obtain a perntit to do thc'worr and insoltarions at indicaud. I certify that oo worts or iasullation has commenced prior to the issuance of a permit &W that all work wiU be performed to meet --ads ofall laws rcguuuna coniuructiva is tbiS jutudictioo. 1 understand Ihrt it scparelc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 c"fy tart all of the foregoing information is accurate and that all wont will be done in compliance with all applicable lawn rogulanne construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VUt)h I't.YINQ TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OK AN ATTORNEY BlifOU MCORDING YOUR NOTICE OF COMMENCP•MENT. i OTICE: In add' to the aquirstric c of this permit, there may be addilional restrictions applicable to the property dul msy be found in the public records of this county, and there mar be additional permits required from other QovcmmanW entities such as water management diuricu, state agencies, or falurl upertcia• Aoccptance of permit is verikXtion tbu I will aotify the owner of the property of the requirements of Florida Lien Law, FS 713. oI Signsture of OwoedAgent Due Signa ure of ContraguifXScrit Date Prior Owncr/A&cnt•s Namc Print Co r/Agc 1( 2 — ;L vZ' Signature of Notary -State of Flonda Date u o Noury-State of Florida Daw George Stokes OwccifAtenl is - Pusouily Known to hit or, i.omriclor/Agent is Personally Known to Mc or po; Produced ID _ Produced ID MY Commission DD024871 a w Expires May 13 2005 APPLICATION APPROV4L) BY: Bldg: Initial & Date) Zoning: Initial tit Date) Utilities: FD' Initial & Mto) (Initial At Date) SPcciA Conditions: •, 1"I.-:!X phlEn0YAWKINNW501010390,41 AT Y r,*0..j,..,.T,v ON CY 2 4 - ---------------------..... -- iWICT3 ty-Y16 My-QUAW039 I W0:1 W, 1-0: 0:--! TRAC PLAY _ _ ~ _ _ - // I/ WOKs PLAC K:QQK pome KCGK Kof OWHI R ADDRESSO APPIAWONT NAVE: , ....... ................................... lj`:-!)) CAIEGORYn 001 - Binglu KamiLy Dotach?d Xmtwr, 10T, LMA 1 RplAde"tia) OWUlp Fami3y Homno T& ------------ WHIPOT m - - - - - -- RATE. FUL UNIT RATE PER 0 Q TYPE F( Thour'' TYPE DJ:! 3*f I-- 71VEW. LNKY OF WXT") dw! unit 0 705.03 1 1 100.00 0 AD t; Ac : Kcyo= NORTH 0 Owl unit 0 142.03 1 0 11R.011) IWITORY co- WDE 0 dwT onit 1 54.00 i 11.0o 1 A A T 9 0 W CO t.A:y)2- 0 Owl U"i" 01,301.03 1 . Q5pq.0,) 0 1 lex- I Ci. :1 V L .0 TO R". 7f-'1XVING TO 1&hY RISO.T W Y0J? L3h53LT1V VIA THE ORE. &W,: 0fS1RfBUT1CMu &COUNlY 3-cily AWMATY A'-* 4F hOVISED THnT THIS IS A SThTEF&W 07 FEW WHICH V,1h7. :,, Nn PAYAPLK PRTCR TO XTSUANCE OF A KUCLOW nANXT. hLho hDVIREO THAT AW RIBATS up THE AWkTvnnQ 0% 031"p., V"I: ": Y'L. YPL... (31- TFE ROAD, LYRRORY SYSTEM AND/Q mmaynAm. (souvow INAACT FEW WIT BL =Wclsso IN ; ALI A RE1LOO" Ays Y uWAIIH RECUEA111HTN CAWR kv TH31751s) WICKWIRAV W17r: AWIVE, DUf Nia LATIN THIN C?VvYXF3rATv o" owcumwy TKWAS 10E&WOWY. 710 WANTST VCR MLVYEW OWnUT WKREPUfRAKB: 110: 0`.;:,!TY I A"iO DEVI L n?m EN r com LWIRS OF THE RLUES GOVERAIN3 WPEWI; Pay Ks mcme UP, em p1=:cm0lun, It 110; VAUT LINET UIWOW, SnW010, rLDRYDA 1277ip (107) 660- 7116. XA0A 00 1,101."I'll POW!, 0 e Wlyr&!; ZrATR011f 10 VA'..W (Kk.Y )11 ( W:, JW00&K WTYJ 190L"V? (W Q0: FVMVLY QUILOTI.%:6 :i= 4 boo Permit # / S 19?30JobAddress: eA Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION V/o& /0 Date: Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: 44 d(o yo Construction Type: GM U, # of Stories: / # of Dwelling Units: Z Flood Zone: _ _ (FEMA form required for other than X) 0 Parcel is: 23-J % __ 306.02— 0000 O i L o (Attach Proof of Ownership & Legal Description) /O / Own Nam• .0 Addr—, MIL pIAIM) AOM—A S _ . . A ^ m I/ Bonding Company: AM — :_ YFn LUU'T - .'.4 Address: Mortgage Lender: Address: Architect/ Engineer: Address: d37rSk Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a 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 NOTIgg 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 o pe it is erific at I will notify the owner of the property of the requir' nt oAri en Law, FS 713. G/ yY f n Signatur of caner/Agent to Signature of Contracto nt .D to z _ Y' 14h i— 415A q446XI M1441761,Ufa a 6 am g o Print Owner/Agent's a Print Contrac / g ame G L54 W p ¢ Signature of N t f Florida ate Signatur ary-S 1Dat6°p o a. s ' b. Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or e _ Produced I D AJ/Q _Produced I D a V • a APPLFirATION APPROVED BY: Bide s/\ Zoning Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ciaf( vjeclark ivtc@c-t-0-COA4 I 6- < - Mal W lla l..a. 1. a.... lu .l 0.1 - — U . .. . . ... .... . -.. Permit Number: Prepared By Daphne Clark and - / P.O.Box 784283 Return To: \ Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SE MINOLE COUNTY BK 05200 FIG 1983 CLERK'S # 2004024494 RE;WRDED 02/18/2004 01140:24 PN RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED Curl MARYANNE MORM CLERK OF CIRCUIT COUI" 61WOLE COUN ® MU VEO FEb 16 2004 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 VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63., Pages 84-88, of the public records of Seminole County, Florida. /' Street Address ` ! %%Q -/ Sanford, FL 2. 4> eneral description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite200 Maitland FL 32751-7172 Tel Number ( 407) 629-0077 Fax Number ( 407) 629-5282: 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 in 713. 13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of rleeco/rding. / Date Signed Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and s*Vi)eA before me this by Maria Lisa Steiner, who is personally known tome. MY COMMISSfON i DD 214811 Signature o Notary: Notary Seal: * * EXPIRES: Juns27.2007 2dfi&d ThN Upd'toy Sw*n OFa Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 00°00'17"E 50.00' L 2 N 00°00'17"W 50.00' LOT 76 LOT 83 LI LOT 81 B" GRADING o 5.700 SO. FT. r0, 18.0' LANAI o OO 22.0' 1971) T MODIFIED 1 BROOKWOOD 11 ELEV. A.B.0 6 D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.6 LOT 80 W W 3 W 00 Q W ' 01 Q1 Ul 69'D Ln o 13.0''0 0 o z 20.0' N N 4 o 0 spy . L2 S 00°00 17"E Y273.87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.' Lot 8 1." V E N E T I A N BA Y occordng to the plot thereof as recorded In Plat Book 63. or pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04/17/95 City or Sonrord. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 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, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7 Platted and measured distances and directions are the same unless otherwise noted. Denotes SS- Iron rod with yellow plastic cap marked LB4937 or LS3182, or M' iron rod with red plastic cap narked 'Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument LOT 82 P.C.Fv— PLANS RV FVV DCITYOFSANFOR SETBACKS: Max Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' WERVIOUS SO. FT - 56 AAunl'anun Lot Width 50' LOT SO. FT. IMPERVIOUS AREA - 3. 16 2 50. FT. Note: Bear' shown hereon ore referenced to the C/L or VENETIAN BAY CKLE as being N 00°0017"W. Verticd dotun is based on NGVD per Engineering construction plans by Ned H i I I e r Engineering. Inc. Job Number 2001. Legend ID Temporary Benchmark O/S Offset assumed datum) O R.B. Official Records Book BOW Back of sidewalk PB Plat Book Cn. Centerline PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P,C P. Permanent Control Point CB Chord Bearing PG P.R M. Page Permanent Reference MonumentCDChordRLPropertyLineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALELElevation (Measured) P./. Point of Intersection FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC Point of Reverse Curvature I.P. Iron Pipe PT. Point of Tangency I.R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES Residence LS Lend Surveyor RAV Right -of -Way Mee Measured TBM Temporary Benchmark NrD(NdO) Neil and Disk TYP. rr-rr_ Typical Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawinp) Certification: Not valid without the a ure and the original raised soal of a Florida licensed Surveyor and apper Drown b y : AH survey meets the repuirem f the F/ a Minimum Technical Checked b y : OPStansaseelsnedfneprIG17-6 oridaAdministrativeC Prepared For: NORRISON Sketch of Legol Description Job N • umber: 0201702 This is not a Survey Scale : 1'- 30* Wdliam A. Herx, P.L.S. F/orde Registered Surveyor No. 3182 Plot p 1 o n• per formed: 01 - 13.04 Darse L. Pr zemieniecki, P. S M. Registered yw and Mapper No. 6030 F o u n o t i o n Survey: Wdliam R. Herx. P. S.M. Registered Surve nd Mapper No. 6092 Final Survey: Herx d Associates Inc., State of Florida LB 4937 Revision $ LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: EACH AN AGENT OF: DAPHNE CLARK, c* ci GUSTAV BOTES, TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 2 d &7 FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR.) SIGNATURE OF CONTRACT RJ STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was ack owledged before me this DATE: BY: MARJ LIS ST 1NER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTYOF ORANGE. 4. LAURA K. HOBSON ! Commission 0 OD0143651 4IGNATUREE EVIres 8/20/2006 Bonded through s epp 2s. I ery Assn., Inc. OF NOTARY: •••441f!•t'ii E• i r••••••••••........ Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCE... PARCEL DETAIL i Ar w Q ScminAv Count% w Poptnro4ppmowr w 1tHt 11111 K. kn'al \f. Nanlord F I. ]" I 407.4fil_' iqn GENERAL 11TA .VAl TROT It—c"I c1T71a1 tRr it Parcel Id: 23-19-30-502-0000-0810 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 193 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision 4f Ie 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 11,310 Land Value Ag: 0 Just/Market Value: 11,310 Assessed Value (SOH): 11,310 Exempt Value: 0 Taxable Value: 11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM' ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 81 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JusNMarket value. I of 1 2/12/2004 6:14 PM v-1 Herz * .I88ociateB Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 S 00'00'17-E 50.00' L 2 N 00°00'17"W 50.00' LOT 76 LOT 83 LI FD I.R. NO CAP) LOT 81 FD I.R. NO CAP) B" GRADING o 5.700 SO. FT. N 5.0 LANAI 18.0' o 00 22.0' a 00 197 1 ) IT MODIFIED 1 BROOKWOOD 11 ELEV. A.B.0 A D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 155.8 LOT 80 w. a 3 LOT 82 Wbwt qW ' Lin Ln O O IJ.O' o a o Z 20.0' N N o U1P- 0 35.00' SET..: SET NdO NdD 0.2' 0.1' O O C/L EL : ul N P.c.a• S 00°00 17"E r273.87. P.C.P. REFERENCED BEARING CITY OF SANFORD CIL VENETIAN BAY CIRCLE ADDRESS: 193 VENETIAN BAY CIRCLE (50' R/W) TRACT -F- PRIVATE ROADWAY LEGAL DESCRPTION' Lot 8 1." V E N E T I A N BA Y according to the plot thereof os recorded in Plat Book 63, of pages 84 - 88 of the Pubic Records of Seminole County. Florido. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X" occordtng to the Flood hsfrance Rote Mop Community Pane/ Nlrnber 120289 0035E.Doted 04117195. City of Sonford Community Nnlber 120294) Food Zone determination wos performed by grcpfhc plotting from Flood hstrance Rare Mcps provided by FEMA. No field strveyiug wos per%rmed by rhis Fi m to indeterme rlvs Zone. The exact zone locotion con orJ; be determiied by an elevation study. We assume no responsUty for ocrud flooding condtions concerning this parcel General Notes: 1. This is a BOUNDARY Survey performed in the held onLegend SETBACKS: Front 25' Rea- 20' Side 5 ' Corner 15' AMirnkn Lot Width 50' Note: Becrin shown hereon ore referenced to the C/L of VEf ETWN BAY CRCLE os being N 00°0077"W. Vertical dotun is bosed on NGVD per Engineering construction pkns by Ned H i I I e r Engneerng. hc. Job Number 2001. 2. No aerial, suAace or subsurface utility installations, underground improvements or G Temporary Benchmark subsurface aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CA Centertme Construction plans provided by the Client unless otherwise noted, and are shown a Central or (Della) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord Bearing temporary Benchmark shown hereon. CD Chord 5 The parcel shown hereon is subject to all easements. reservations, restrictions, and C.M. Concrete Monument Rights - of -way of record whether depicted or not on this document. No search of the EL or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin Fl Elev. I. P. Finished Floor Elevation Iron Pipe B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %' iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea Measured O 2004 Herx d Associates Inc. All rights reserved N/ D(N&D) N. R. Nad and Disk Not Radial O/ S Offset O. R B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P. C.P. Permanent Control Point PG Pape P. R.M. Permanent Reference Monument P/ L Property Line P. O.B Point of Beginning P. O.0 Point of Commencement P. I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Right -of -Way TSM Temporary Benchmark TYP. Typical r/- Fence symbol (see drawing) X— X- Fence symbol (see drawing) Corti a"o Nat valid without the signature and the original raised seal or a ionic llconsod Surveyor and Mapper Drown b y : AM This sury m fs the requiraman;s of fha Florida M&'So I Checked b y : DP Slander ey feined in Chapter 61G17.6 F ridaode. CERTIFIED TO: Pr epo r ed For: MORR 1 SON 1MARY ANN WELCH Job Number: 02-017-02 MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. Scale : 1-• 30' UNIVERSAL LAND TITLE. INC. Plot Ian performed: 01-I304 mA.Her FIRST ANERICAN TITLE INSURANCE CO. Faundof ion Surrey: OS-OS-04 Darae L. Przemienfecki. P.S.M. Registered Surveyor and Mapper No, 6030 Final Survey: 07- 28.04 William R. Hers, P. S.M. Registered Surveyor and Mapper No. 8092 JUL 2 8 Q Revisions Hers d Associates Inc.. Sfafe of Florida LB 4937 Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) 7/29/2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 81 Venetian Bay, 193 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 193 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 81, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. C— q Q CStM Darae L. Przemieniecki Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 193 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 81 "VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): e - ##' - ##.##" or ##.#####) (D NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNfTY NAME & COMMUNffY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 15. 8 ft.(m) ' o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 15.5 ft.(m) E o e) Lowest elevation of machinery and/or equipment u, d servicing the building (Describe in a Comments area) 15.2 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 15. 0 ft.(m) Z . o g) Highest adjacent (finished) grade (HAG) 15.3 ft (m) `1 o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o, i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Fl. Professional Land Surveyor No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION - This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE 769 Douglas Avenue Altamonte Springs FL 32714 C" wyl ta'm lam- DATE TELEPHONE 7/29/2004 407-788M08 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Canpany Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 193 Venetian Bay Circle CITY STATE ZIP CODE Company NAIC Number SANFORD FL 3Znl SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community oflidal, (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. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(am) above or below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indcate 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 FEMAmissued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I a. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 1- . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1971 BROOKWOOD II Builder: MORRISON HOMES Address: 3 wja=/cPermitting Office: C5q;1f 4 / City, State: ! 7 !/""" Permit Number: Owner: Md m9A, Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 3 _ b. N/A Yes _ 1971 ft' c. N/A 332.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 228.5(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1533.9 ft' _ R=11.0, 62.0 ft' _ ti. N/A R=11.0, 177.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2007.8 ft' _ 15. HVAC credits 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: 0.17 Total as -built points: 26584 PASSTotalbasepoints: 27506 I hereby certify that the plans and specifications covered by this calculation are in com 'ance with the Florida Energy Code. -- PREPARED BY: _ DATE: -------- Z----- I hereby certify that this buil ing, igned, is in compliance with the Florida de. OWNER/AGENT: DATE: ---- - C Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 _ BUILDING OFF1116W S, RFVIE.WED---- DATE:---W-Y_3./1 _ rsion: FLRCSB v3.2) it ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 1971 f1' c. N/A 7. Glass area & type a. Clear - single pane 332.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 11' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 62.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2007.8 111 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, II. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.'•N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Are 18 1971.0 WALL TYPES Adjacent Exterior M Base Total: DOOR TYPES IAdjacentExterior a Type/SC 25.78 9146.2 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: Area X BSPM Points Type 177.0 0.70 123.9 Concrete, Int Insul, Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior Frame, Wood, Adjacent 1772.9 3156.1 As -Built Total: Area X BSPM Points Type 18.0 1.60 28.8 Adjacent Insulated 20.0 4.80 96.0 Exterior Insulated Overhang Ornt Len Hgt Area X SPM X SOF = Points NE 1.0 7.0 39.0 43.65 0.99 1677.4 SE 1.0 7.5 39.0 56.64 0.99 2191.9 NW 1.0 7.5 39.0 37.74 0.99 1458.1 SW 9.0 9.5 64.0 52.82 0.53 1776.5 SW 1.0 6.5 32.0 52.82 0.98 1650.7 NW 23.0 9.5 48.0 37.74 0.54 985.4 SE 1.0 6.5 23.0 56.64 0.98 1273.9 SE 1.0 6.5 16.0 56.64 0.98 886.2 SE 1.0 6.5 16.0 56.64 0.98 886.2 NE 9.5 14.5 16.0 43.65 0.69 479.1 332.0 13265.3 R-Value Area X SPM = Points 4.2 1533.9 1.16 1779.3 11.0 62.0 1.90 117.8 11.0 177.0 0.70 123.9 1772.9 2021.0 Area X SPM = Points 18.0 1.60 28.8 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6 Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276.6 FLOOR.TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 228.5(p) 31.8 7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p -31.90 7289.1 Raised 0.0 0.00 0.0 Base Total:-7266.3 As -Built Total: 228.5-7289.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1971.0 14.31 28205.0 1971.0 14.31 28205.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37564.1 Summer As -Built Points: 40603.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40603.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13702.1 37564.1 0.4266 16024.8 40603.6 1.00 1.250 0.284 0.950 13702.1 EnergyGaugeT° DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1971.0 5.86 2079.0 Single, Clear NE 1.0 7.0 39.0 12.00 1.00 468.1 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3 Single, Clear NW 1.0 7.5 39.0 12.23 1.00 476.2 Single, Clear SW 9.0 9.5 64.0 9.22 1.31 774.3 Single, Clear SW 1.0 6.5 32.0 9.22 1.01 297.2 Single, Clear NW 23.0 9.5 48.0 12.23 0.99 580.5 Single, Clear SE 1.0 6.5 23.0 8.34 1.02 195.1 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear NE 9.5 14.5 16.0 12.00 1.00 192.2 As -Built Total: 332.0 3584.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.2 1533.9 3.26 5000.5 Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0 Frame, Wood, Adjacent 11.0 177.0 1.80 318.6 Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5443.1 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1971.0 0.64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0 Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 228.5(p) 1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3 Raised 0.0 0.00 0.0 Base Total: 434.1 As -Built Total: 228.5 571.3 INFILTRATION Area X BWPM Points Area X WPM = Points 1971.0 0.28 551.9 1971.0 -0.28 551.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6038.8 Winter As -Built Points: 10505.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10505.7 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 5011.2 6038.8 0.6274 3788.8 1 10505.7 1.00 1.250 0.402 0.950 5011.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 16025 3789 7692 27506 1 13702 5011 7871 26584 PASS r 0_tp EnergyGaugeT° DCA Form 60OA-2001 EnergyGaugeG/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates: between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space healers comply with NFPA, have combustion air. RA-97 nTHFR PRFSCRIPTIVF MFOSIIRFS /mutt hp mat nr aveaprlarl by all racirlancac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heal trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. flHVACControls607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: MORRISON HOMES Notes: THE BROOKWOOD 2/OPT DEN D- •n-I n-formation Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD 38 OF 70 OF 32 OF Heating Summary Building heat loss 39984 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 39984 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1971 1971 Volume (ft') 18919 18919 Air changes/hour 0.8 0.4 126Equiv. AVF (cfm) 253 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Inside db 75 OF Design TgD 18 OF Relative qumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 27469 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 27890 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3727 Btuh Total latent equip. load 6351 Btuh Total equipment load 34241 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input Sensible cooling 24850 Btuh Heating output 0 Btuh @ 470F Latent cooling 10650 Btuh Heating temp rise 0 OF Total cooling 35500 Btuh Actual heating fan 1200 cfm Actual cooling fan 1200 cfm Heating air flow factor 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrughtsoft Right -Suite Residential*" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:1F1leslrnordson\BROOKWOOD 2-den\1971.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 18919 ft3 x 0.0167 = 253 cfm 2. Winter infiltration load 1.1 x253 cfm x 32 OF Winter TD = 8897 Btuh 3. Winter infiltration HTM 8897 Btuh / 346 ftZ Total window = 25.7 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18919 ft3 2. Summer infiltration load 1.1 x126 cfm x 18 3. Summer infiltration HTM 2502 Btuh / 346 ftZ x 0.0167 = OF Summer TD = Total window = and door area 126 cfm 2502 Btuh 7.2 Btuh/ftZ Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 126 cfm = 3727 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 27469 Btuh Sum of ventilation and structure loads = 28459 Btuh Rating and temperature swing multiplier x 0.98 Equipment,sizing load - sensible = 27890 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3727 Btuh Equipment sizing load - latent = 6351 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrightsoft Right. Suite Residential1" 50.58 RSR26014 2001-Nov-13 12:04:34 Zc-k E:1Fileslmorrison%BROOKWOOD 2-den11971.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room Entire House DINING/FOY LNDRY BED 3 Length of exposed wall 219.0 ft 34.0 ft 6.0 ft 25.0 ftj4CeiIngsRoomdimensions20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft Condit. Option 9.6 ftheat/cool d 9.4 ft heat/cool 9.4 ftheat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg Clg ft') Htg I Clg ft2) Htg Clg W) Htg I Clg 5 Gross a 14B 4.6 2.1 1812 220 0 110 Exposed b 13 3.2 1.2 316 120 56 140 walls and c 12C 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 243 8974 57 2099 0 0 16 591 glass doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1 C 37.0 0 0'"' 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 0 7 Windows and North 29.4 19 553 19 553 0 0 0 0 glass doors NE/NW 39.4 195 7683 38 1497 0 0 0 0 Cooling E/ W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 93 4408 0 0 0 0 16 758 South 0. 0 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 39 574 388 20 294 199 19 280 189 0 0 0 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1486 6846 3059 143 660 295 0 0 0 94 433 194 exposed b 13C 3.2 1.2 297 936 347 120 378 140 37 117 43 140 441 164 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 1971 2081 2732 280 296 388 49 52 68 168 177 233 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 219 5676 0 34 881 0 6 156 0 25 648 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 25.7 7.2 3461 8897 2502 77 1976 556 19 489 137 16 412 116 13 Subtotal loss=6+8..+11+12 36349 6584 1092 2703 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 3635 100 658 100 109 10° 270 15 Total loss = 13+14 39984 7243 1202 2973 16 Int. gains: People @ 300 5 1500 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8,.+12+16 24972 3928 1037 1464 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100 2497 100 393 10° 104 100 146 19 Total RSH gain=(17+18)`PLF 1.00 27469 1.00 4321 1.00 1141 1.00 1611 20 Air required (cfm) 1200 1200 217 189 36 50 89 70 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wroghtSofC Right - Suite ResldentialT" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCN E1Fi1es4norrisonkBROOKWOOD 2-deM1971.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room BED 2/BATH MSTR BATH MSTR BED GREAT RM Length of exposed wall 12.0 ft 13.0 ft 40.0 ft 36.0 ftj4CeiIngsRoomdimensions12.0 x 14.0 ft 13.0 x 18.0 ft 18.0 x 14.0 ft 22.0 x 14.0 ft Condit. Option 9.4 ftheat/cool 9.4 ft heat/cool 9.4 ftheat/cool 10.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 113 122 376 360 Exposed b 13C 3.2 1.2 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 0 f 0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 23 850 55 2033 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 64 2365 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1 C 37.0 0 0 0 0•"' 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 0 7 Windows and North 29.4 0 0 0 0 0 0 0 0 glass doors NE/NW 39.4 0 0 0 0 55 2167 64 2522 Cooling E/ W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 16 758 23 1090 0 0 0 0 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 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 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 9 Net a 148 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 610 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 168 177 233 234 247 324 252 266 349 308 325 427 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 12 311 0 13 337 0 40 1037 0 36 933 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 io 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 25.7 7.2 16 412 116 23 592 166 55 1415 398 64 1647 463 13 Subtotal loss=6+8..+11+12 1938 2483 6230 6634 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 194 100 248 100 623 100 663 15 Total loss = 13+14 2131 2731 6853 7298 16 Int. gains: People @ 300 0 0 0 0 1 300 3 900 App. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1306 1785 3875 4921 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 131 10° 179 10° 388 109 492 19 Total RSH gain=(17+18)'PLF 1.00 1437 1.00 1964 1.00 4263 1.00 5413 20 Air required (cfm) 64 63 82 86 206 186 219 236 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right - Suite Residential'" 5.0.58 RSR26014 2001-Nov-13 12:04:34 Al C- k E:nleslmorrison%8ROOKWOOD 2-den11971.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: 7th Ld. 1 Name of room BRKFST KIT DEN 2 Length of exposed wall 10.0 ft 12.0 ft 31.0 ft14MANUAL3Roomdimensions10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft Ceiings Condit. Option 10.0 ft i heat/cool 10.0 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE N0. Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg CIg Htg Clg 5 Gross . a 14E 4.6 2.1 100 120 291 Exposed b 13C 3.2 1.2 0 0 0 walls and c 12C 2.9 1.9 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 38 1404 0 0 38 1404 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 1 C 37.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 01 0 7 Windows and North 29.4 0 0 0'"' 0 0 0 glass doors NE/NW 39.4 38 1497 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 38 1801 South 0.0 0'"" 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 62 286 128 120 553 247 253 1168 522 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 200 211 277 144 152 200 168 177 233 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 12 311 0 31 804 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 121 Infiltration a 125.71 7.2 381 978 2751 0 01 0 381 978 275 13 Subtotal loss=6+8..+11+12 3138 1016 4531 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 1 14 10 10 1 453 15 Total loss = 13+14 3452 1118 4984 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 2177 1647 2831 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 1 218 10° 165 10° 283 19 Total RSH gain=(17+18)'PLF 1.00 2395 1.00 1811 1.00 3114 20 Air required (cfm) 104 105 34 79 150 136 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C Right -Suite Residential TM 5.0.58 RSR26014 2001-Nov-13 12:04:34 lCCA E:%FIIesUnorrisoM3ROOKW000 2-den%1971.rsr Page 3 RIGHT-J WINDOW DATA I DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R DINING/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 6.8 76.4 6.8 6.8 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 3.0 76.4 12.0 12.0 LNDRY BED 3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0 BED 2/BATH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0 MSTR BATH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 0.0 MSTR BED a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n nw a c n 0 d 1 1 90 1.0 23.0 1.0 5.0 39.4 23.0 0.0 GREAT RM b n ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 BRKFST a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 KIT DEN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 0.0 y wrightsoft Right -Suite ResidentialT" 5.0.58 RSR26014 2001-Nov-13 12:04:34 4XA E:1Fileslmorrison\BROOKW00D 2-den11971.rsr Page 1 j i• i KR&.D.6 I.c 4.1 —a 0.10 rap I too 11 16• 7- IB' Ln.c 1r a Q11 (1 H6 nIIV 25ch 14-a it.. _ r DM 165 p• ; i r 1 1 to, 4dryer ductr o roof cop 1 L J 7 j 165 6a4a 1 14KB I.cd 1 I DO/ 14K14 rwp L9 M .. W21L -------, I 73 TDN V/IaKV [[40V I X I 22.7- atl 1 I tforn by I bld- I i2-26sh I I1 c^ c'eleai a'•I•D' I I Must have a ninfnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. Rating ON W 0 Q Z O (n O Y o Q ty- o LOo Y- p o m: o f o r m w > Z 0 Z O w 3 Q F m Q 3 J O 7 Q (Y- m EL J (n 0 0 I 1 ra I. TESTED IN ACMMANOE WITH Sl ANGA740 BJ1l01N`O CODE. OMPIER 17. TO A POSITIVE N0 NEG11 vE 37.5 PSF. N 2 DA94 µA,gpy REPRESENT VARIOLS SECTION KICHYS. 3. I" SECTION 7• H10H ODOR SNDM. e' H10H OODRS NAVE FIVE SECT IO6. 4. SECTION K1041 OF 20.912. 19.00 A 15.75 ARE AVAILABLE I AND WAY BE USED IN C0.61NATIM TO A041EYE VAR OJS HEIOA 00075. S. 9,HT PAI IERN OF 14.50 X 20.375 SHIN. AL TEJtNTE PATTERS OF 12.50 X 43.375 APO 12. 50 X 20.375 MAT BE t fzm. 6. TORSION SRt1NG5 SIGN. EXIENSICH SPRINGS AVAILABLE. 7. LSE THIS ERAOCET. REF P/N 405964-0002. aN e• HI ON DOORS CPAT. a. WIK7oW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IAAEDIATELY BELOW TFE TOP SECTION. 2• X 6' WOOD JANG 2' X • MOOD JAN.6 OR ECUIVALENT VI/4* 405964-0001 TRAOL CKBT5/ 16 X 1 3/4'RFf LAG SCREW DETAIL ' E- SCALE: 115 2' X 6. WOOD J 2• 4. 11Doo JAIMA e •D•-•T OR EQJIVALEM I I MTRANCE NNfERE X7lEABALANCE 9. TFE STRUT PLACMIENP CH 0=15 O-MrrAXTEO WITH 5 Oa MORE SECT IONS { V `' y N BUILDING Di SECT NS WITH BE LDOORACE $ AS g THE STRUT$ FORTHIRD THE ADDY TIOUI INfE DT f 00P346 R R scclloNa Art ro BE PLACED AS SN31N a THE TH1f0 SECTION: u AA!!++ C !!([ i .. c 1I{ 10. REd BY OERETCE TWEENUPE ACTONS TUAL SECIIIIIONN K1041THAN 0l220 STE•_ f l l-ti 11. SCREW P/N 905911- 0001 IS A 1/4. OIA X 5/6' TONG TYPE AB HEX HEAD AETAL SCREW. _'- 72. STRJI PLACDAENTS CAN VARY 2 3'. 1oo 3. QLWTI TY FORLOCK$ CAN BE 0. 1. (A 2. S 1"lo FIR" ENO HINGE I1-1/ 2• REF / \ PATE LSECTION01eTw) WEATFERSEAL- - 12 ItTItrNA`` SPLICE IN SCALE:"1/2 u N6t12: C7iTAl TRAOC Ai TOP OF RADIlNS 405954-0002 . D• 407505-0004 B' TYP 2 PLCS 061 061166- 0001 TYP 2 PLCSI NFOHINC HEIGHT I VAR I CS, PTY605- 0003 405964-0002 a 061 2PIGSle.S 061166- O1 l4Af7tTYP2PLCS 4006-0002 L1PD411C KI(H1 " s •. 16- 2STYP I CAL PINS tt• „ PLACES -"-' -- --.. 36.002.p93 407605- 0002 2 TYP PLCS - 3.00 061166-OD01 TYP 2 PLCS E , VIEW • D-D' 2• TRAM 049 THC (VERTICAL) STAWARD TRACK DETAIL FOR 9' SCALE: 1/16' - 1• / SERIES 280 TI'RU 289 ARE EQUIVALENT CONSTRUCTICN 25CA STEEL 405771-0001J SERIES 180 ARE SANE CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL 051165-0002 Aw Ew CAP. T moR TESTED WAS 291 SERIES. DOOR WIDTH CENTER STILE EPO STILEIRLLER SIFi1TA/SECT. I IIDIIERTI CAL TRAO( I/ JPER F61A.DTI nAFll1 SImm YES d0 2% 7/10 113 ROLLER SHAF BRAM T 405742- 0001 OPTIONAL WINDOW DETAILIA SCALE:3/ 32 BTE RING ANNC}Elt F- cP 4 INTERIOR ELI=VATION SCALE: 1/tY• 1• Ha ao w[ wrr.w .pro wra. wr+ a w w• w• ' m n K rtwon w awwA ewHlw •wc • I W AAA .w n rw' m rw OWO•w . ww .wuq w wo rrrl nAW va wwcui r w wo4e w •'aiw-wl •'. orwr. W ww a 7•-0• SHOWN) MAX. NEIQIT 15•® 01 0000 4 2•<6 OVE: FI-HaA-o N/A DAVID AYYw -. I Ep4 pAV IO SEE NOTE4STRUT TOP F IXRAED HINGE STRUT 17/5' rHK. SECTION * A - A' SCALE: 1/4 DESIGN LOAD 25 PSF ± TEST LOAD 37.5 PSF ± 02119 v- R. 9•-0. N- p -OTIS t t 4 AT t06 Ttic. i32 o l 11 070 MIN•}•• PIN 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 I DID CAP S/Tp4 ON ISO 115.3 ftED'0 ON 260 SERIES 2 9132 070 MIN Ono0 J 3/16 I o 0 j oDo 7/16 j PIN 407603-0001. CENTER MIMX STEEL DOLLS ATTACH TO DOOR WITH 4 SCREWS PIN 6059 11 -0001 SECTION 'B-B' STEEL STRVFS f' WIDE DOOR) 2 tt132 091 MI 0 O 7 Ll Io 0 2 7J16• PIN 405771-)O= DDT. FIXTLRE FOR 180/25 2901390 SERIES ATTACH TO DOOR WITH 3 SCREWS PIN 605911-0001 O O 2 112 H 106 MtN PIN 405954 t 046450. DUO(ET. SG8 PART. NJM3ER L' 405961-0001 v4 046450-0003 4• 5.6© 2.25 1/6 LEI4CTM . DOOR WIDTH FL 1 77/T 8 MIN. Iw. . PIN 400650-)D=. ROLLED HS-X STRUT ROLLED HS STRUT CHART PART P{AJ!£R ul N. TW SIFU 400550-0002 050 HS-2 400650-0004 020 HS-0 I r-4 71e•—{ l-1 3/4• o3/ P_,. HI106 PIN 405964-0002. 9RAOC=T, SCAB JOINT SC.A6 ERACKET DETAILS AT TA04 TO DOOR WITH ' 2 SCREWS PIN 605911-0001 nip tmrtr 14L7 1' R D4 101 Y AU p 101 o 0 0 2 1/15, O THROW O J 4 5/ 6o 000 I PIN 061601- 0000. SLIDE LOCK ASSY 2 9/32 070 MIN F— 000 J 3116 0 0 PIN 407605-X)=. END, HINGE STEEL DOORS r 7 r r `• I 'i', 1 y,. ` PART NJHIt 'Ir 03 w R vier. j c''/ L407f03-000) 1.10 407505-0004 1. 35 407605-0025 1. 60 ATTA04 TO DOOR WITH 4 SCREWS PIN 605911-0001 jam---7 REF i--- s ve•—.{ I _ 7/Ifh• - DI.A-- I I 7/ 16 C 1 13/ 1Y DIA ^- 1 17/16 CIA 1ti_ t T — RU 7/161-4 4r 7/16 DIA. REF. PIN 051166-0002, ROLLER ASSY. PIN 061164-0001 ROLLER ASSY. TR-3 tM r t 4Mt14 tr t44 . 4x+ n . .wfw a 4rFlr p to . u 1r.r 1ttI0Q r 'i.7. CTf. tt4t.w r. w 4t 4Ht. • 4tt ! WA a:.! c- ft. rtlw .00 r0. ,I- iw4w 4r tt4144'• pw. moo• OE EA04 1 D4YID FAW 102/79/HM 280 h 180 L DR.9'- 0' v t TESTED IN ACMMANCE WITH STANDARD 911L01OG CODE. 04OI1 TER 17. TO A FC51TIVE 0 HEIJL11vE 37.5 PSF. 2. DASH 4A69FS REPRESENT VAVR10L6 SECTION FEIWiS. 3. 1" SECTION 7' M10H DOOR 94011N. a' M104 POOLS HAVE FIVE SECTIO6. 4. SECTION HEIOtl OF 20.512•' 19.00 a 16.75 ARE AVAILABLE AND ANY BE LAED IN C0431H4TICN TO A041EVE VAR I CLIS NE, CHI'000S. S. DABOS%ENT PAI TERN OF 14 SO z 70.375 SOWN. ALTEF*"rE PATTERNS OF 12 50 z 43.373 AHD 12.50 It 20.375 MAY I3C LISED. 6. TORSION SWINGS SHOWN. EZID610H S RINfS AVAILABLE. 7. LOSE THIS BRAOCET. REF. PM 405954-0002. CN 6' HIGH DDORS ONLY. 5. WINODa LAY BE INSTALLED IN THE TOP SECT IOU OR tHE SECTION 11.1.EDIATELY BELOW THE TOP SECTION. 2• % 6' IOCD JAN8 2• x 4• WOOD JAA9 OR E01J1VALEMT / N 405954-0001 1 1/4• TRAOC BOLT 5116 z 1 3/4 55' REF LAG SCREW DETAIL 'E' • SCALE: 113 3 1/6•{ 2• z 6' W00p JAA6 2• z 4 W000 JAA6 •D•T OR E0.lIVALENT IIzorNruTrWAnc a CY>.fNTERBALAINCE t2 R TICNAL, SPLICE IN F[371 AL TRs qT TOP C)F _ IT 405964-0002 D• a1 9. 0•E SALGO/ TMACTON 0OgM C06TR1CTED WITH S Q1 tgRC SECTION,6 MAT BE DOSISTDIT WITH THE DOOR SOWN. TFE STRUTS FOR THE ADDITIONAL INN E7imIAT (- ( 1S SECT105ARETOBEPLACEDASSOONONTHEIMIRDSECTION (:' : 40"im 10. n_E STILT PLACDoon DILl361CN ON ILLL SECTIONS LESS THAN 20.812' LAST I S; P RREQJCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEICHI 9 70.817'. 11. SCREW PM $05911-0001 IS A 1/4' OIA z 5/6' LOC TYP AS HE% HEAD L,ETALSCREW. 12. STRA PLACEAENTS CAN VARY 13'. 13. MUNTITY OF LOOKS CAN BE 0. 1. CA 2. TRAOC END MINCE 1- 1/2' REF -+•I i' B \ SECTION " C-C' SCALE: 1/2 405964- 0002 <I 407605- 0003- TYP 2 PLCS 14. 5 0511GG-0001 TYP 2 PI,CS 400650- 0001 9aa -- I TYPICAL AK 3 PLACES__ ..._. 36. 00 J-1 3 TYP625P0052- DD 061156-0001 IYP 2 PLCS E yIEW •D-0! 2• TRACK 049 TM IVERTICALI STAMARD TRACK QETAIL FOR 9FOR 9' SCALE: 1/16' • 1• SERIES 280 TFW 289 ARE EQUIVALENT CONSTRLICTICN 25GA STEEL SERIES 180 ARE SANE CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL 40577 - 000 061166- 000 END CAP. DOOR TESTED WAS 2fl SERIES. ROLLER SHAFT BRAOCE I 405742- 000H OPTIONAL WINDOW DETAIL SCALE: 3/32 SEE NOTE1 7/6' Tw. SECTION ' A -A' SCALE: 1/4 DESIGN LOAD 25 PSF ± TEST LOAD/ t°' ® 37.5 PSF ± 17'- 0' %OIIN1 W- 0. IA41C. .--- 1 . HE101i J. 161601- 0000©1Hy 12* INTERIOR ELEVATION QUbi_h i. SCALE: 1/t{••1• 1s ' 1r rw i4o u .•.H.re w r4 • f'v.4. I r. I_4a r4U• :r.+ri Rio 4:w Jwrwl'. /A rL N4taI0 AA1• w1Ar1 M dHs • 1• rwi , ' rWa••. I 1 gW r1F ••Or • • H! •r EAO'I sETilEs' iso a 160• q021191 RESIS L OR 6'-0• WIDTH. INDLAACI 409 - 38 arA m I' • 2 1 1 1 1 i mms ' 106 IFK. Ji O O 070 MIN P/N 401199-0001. TOP FIXTLRE ATTACH ro DOOR WITH 4 SCREWS•P/N 605911-0001 I 2 9/32 070 MIN 000 3 3/16 o 0 j oho 7/i6 M- P/N 407603-0001. C3NTER HIHCE STEEL DOOrtS ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 CiP .---- J FP}/R 466794-Cool 2.3 STD ON 16o STRILS 1a71 REO'D ON 260 SERIES SCREW PAN 05911-0001 -- ---- 2 FASTENER/VERTICAL STILE OR PM 605670-00011 SELF -DRILL IM) SECTION ' B-B' SIM STRLITS H6' WIDE DOM) 2 091 wr•I-. 0 NO3 9/16'1IL 2 7/16• P/ H 405771-XXXX BOT. FIXTIAE FOR 1501280/290/390 SERIES AITAOH TO DOOR WITH 3 SCREWS P/N 605911-0001 2. 25 LENGTH • DOOR WIDTH - V F 1 7ie 515 MIN. Tw P/ N 400650-)D=. ROLLED HS-X STRUT ROVED HS SIT6JT l}14it1 PART NLA6ER MIN. THR. STRII 400650- 0001 030 F6-1 400650- 0004 020 145-0 I FE--- 00 0 O 21116' r" Vo J 4 5/6• o O O O P/ N 061601-0000. SLIDE LOCO /SSY 2 9/U 070MIN13/4• 1___H 3/6• 1 3/4• H H 3 3/t 000 O o 0 10a wmN 4- 103 MIN+ - PM 405964 t 046450. BRACKET. SCAB P/ N 405964-0002. BRA00=T. SCAB JOINT PM 407605-1000t. END. HINGE PART. N,J.QER 'L' 405964- 0001 ]-7N RES ID. STEEL OOOR5 Cpvy' PART raaODt x r' P yi 046450-0003 4• Cs.%, 4: o t.5 r • : J 407605- 0= 4o7wS- 0003 0 SCq@ F?ACXET DETAILS _— tit 407405-aooJ 1.60 ATTACH TO 2SCREWSPMDOOR WITH 605911-0001 f1 I• t TO DOOR WITH ATTACH4 SCREWS P/N 605911-0001 5. 6© 7/ 16' DIA 13/ 16• DIA T 7/ tr--4 PM 0611e6-0002, ROLLER ASSY. A 7 9/1e RREF7/ 16--••I 1 13/16 DIA REF 7/ 15'DIA. '•/ ' PM 1161160-0001, ROVER ASSY, TR-3 '• •' ' 286 3 180 p— . 4 401 GCCI CTI FIR.ts•-0 lAl o4s wa rra, 4•` O2/ 19/96 r44ww•w • •"i ` EA01 pAY1D FAW ONE BY WOOD - BUCK BY OTHERS CAULK BETWEEN WINDOW FIANCE k WOCq BUCK CONCRE•fE OR MASONRY OPENING NBYOTHERS EXTEf6aR FINISHBYOTHERS PERIMETER CAULK BY OTHERS / FLANGE TIDE J WINDOW FRAME HEADER QffERIsffi W,NDOWHEIGHT FLANGE TYPE ILLSFRAME SILLPERIMETER CAULK-\ BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 F/4• -IN. ENBEDNENT SIR" AS REO'0 r ( SEE NOTES) d I CONCRETE OR MASONRY OPENING BY OTHERS Q INSTAU-ATION ANCHOR 3/ 16- DIA TAPCON SHOWN PERMICIER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH WAVY OPENING BY OTHERS EXTFBIDH CAULK aEXTERIOR FINISH SECTION 2 wow Bua BY OTHERS WINDOW WTH. I A B C D E J/ K 2 WINDOW HGT. F G Q H I Q CAULX BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULKEW PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EOUAL SECTION 1 CENImm NOTES, 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEAMNG SHIM. MAIL ALLOWABLE S1BI STALL TO BE 1/4% • 2) WINDOW FRAME MATERIAL.'ALUMINUM ALLOY 5063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE Ai HEM k JAMBs SILL MUST BE ATTACHED TO THE SUBSTRATE WfTH VQ ULIM116 AOMESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF WWM 116 ADHESIVE CAULK AT FRAME SAL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOW=DATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND DUFJIOR OF WINDOW FLANGE. 5) CLASS THICKNESS MAY VARY PER THE REOUFREMETOS OF ASTM E13M CLASS CARTS. SINGLE CLAIUNG 6 SHOWN, WSUTATWC LASS 6 ABSO OUALIFED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG 6 SHOWN. TAPS PRINT ALSO APPLES TO THE 1540 MNSL ATINC MASS SINGLE HUNG SERIFS. SHIM AS REO'0 SEE NOTES) INSTALLATION ANCHOR 3/ 16- DIA. TAPCON SHOWN CAW( BETWEEN r WOOD BUCK k MASONRY OPENING BY OTHERS 1 1/4' MDT. EMBEDMENT 1/ 4' SHIM - SPACE MAY. BUCK HEIGHTSLL STOOL BY OTHERS BUCK WIDTH 1/ 4- SHIM FLANGE TYPE SPACE MAIL JAMBWINDOW FIRMIE UWB1- rR ELEVATION VIEWED FROM EXTERIOR 4 C , lTRJ,,,L/r CJF LLLLO-RMIL S..O.A.F. I bUkNUC, kCt ER 1C111t•1:CiI GA-/ vERAL AL UrCFA1) vM K A QTPR FAT .7 4E COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE rmTHAGort CXTEWOR INTE76CR HEAD JAMBS 12 11 IA X 26 n 29 p 13 11 1/1 X 31 3A 7e 76 8 F.0 F.G 1419,4 x 50N 51 51 54a F. c I.. I1 A X 54 N 54 52 a BU., 14+5 19 1A X 55 We 52 4545 11F,c isII1 ,A X e3 11 , X 72 40 40 F C IN3 7 X 21 1A X 36 X/. 51 51 e 1,F,C IH4 26 1/2 X 50 ESA 44 N B FA F,G 1H4+4 26 1/7 X 54 ESA 42 41 41B 6F,G IH4+5 26 1A X 55 &A 41 4040 6 F.G INS INS26 1/2X 63 1 71 in X 72 40 40 G 30 to X 25 56 56 3OX3 30 ,A X 31 3A a4 44 e FF F. G 30X430t/2 X 50 ESA 40 40 40a BF.0 3OX4+ 4 30 ,/Z X 54 .A 40 F. c 3 35 303D x 4400 40 e F.c A93eo FKA 22 2337 X 26 37 X 36 ]A 151e 40 40 a F•G 24 37 X 50 .A 40 40 11F,c F,G 2. 37 X 54 N 40 40 40B 5F,C 2445 232637 X 55 3A 37 X 63 1 37 x 72 40 404040 406 FAN 46i6 49364e 46 4e X 3e 3A 40 40 B 1.F.0 O4550 4e X 50 SA 40 40 a SF.0 F.GJLI 454+4 464+ 5 46 X 54 V. 46 x 55 AA 40 4040 QB FXJU 4e63 4e X 63 40 40 F.C.KI 32 11/1 X 26 45 u e F,c F.G33534/6X 35 3A 40 40 40 BB FFGKI34 34+ 453 1A X 50 .A 53 1A X 54 AA 40 40 40T0 B F.m 3."5 S3 1A X 55 ESA 40 40 B B F.C.HU F•F'• IS SSA 1 63 40 40 B i 1 6 53 1 1 72 40 40 mm" 1) WHERE WATER RESISTANCE TEST REOAMMENT OF 15X OF DESIGN LOAD APPLES. POSITIVE DESIGN LOADS Will BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF AGOEV4D IN TEST. 2) INSTALLATION: ELANOE FRAME 7.NDOW IN CONCRETE OR MASONRY OPENING USE 3/I5' OL. TAPCON ANCHORS OF SUFFICIENT LENCIN TO PROVIDE MIK ,-1/4• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR WY TO TAPCON LOCATIONS 4) INSTALL 66 SCEMS a SUFFICIENT LENGTH TO PROVIDE 3/4• MIN. EMBEDMENT INTO WOOD BUCK AT ALL Ol— ACTORT APPLIED INSTALLATION HOLM 5) IF EXACT WINDOW SZE IS NOT USTM IN ANCHOR CHART. USE ANCHOR QUANTITY USTED WITH NEXT LARGER SI2L FOR THE APPROPRIATE DESIGN PRESSURE REM j7 im1 t. G.b7 XS• C4mdkyOii¢A 4 TSUI ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG LWNDOW _ BB N/A DATE SYM 1RE1Ba R Ea Ina 10/26 01 1 B tK RV4,®R FWOOLCT IEaMOIDC, WV• 250 1NTCX U .411 FKT_ SU1R = 1GT14R.. RORD1 M7.6 . 4K/ =0 C3.: CAOLN BEIW[EN WOOO — WSTALL."a+ .NCHcp BUCK MA5(WR, OPEN1/ 16" CIA IAPCON ING8, 0,HEPS aN[ e, wooD ca+CRtTE oR BUCK BT 01X[AS MASaII OPENING B, OTHERS SM. AS REDD SEE NOTE 5) CAULK BETWEEN pOWFLANGEn WOOD BUCK /—I Q 1-1/A" MIN lily\ Eu8[ DMCxI MAX SHIM SPACE STUCCO J BT OTHERS / PERIMETER CAULK J B* OTHERS FLANGE TYPE DO. FRANC HEADER QAZWG BUCK HEIGHTWINDOW HEIGN7EXTERIOR 2RANGE TYPE wNOO, FRAME Su PERIMETER CAULK BY OTHERS WIN H BUCI, wDT. I/'- ". HINSSPACESHIM AS REDO SEC NOTES) I 1-1• /IN EMBEDMENT RANGE TYPE WWOOw FRAM[ CAULK BETWEEN 9 JAMB WOOD BUCK k 01 Q AS'T OPENING B, OTHERS gAZINC WSTµLA11GN ANCHOR 3/16" DIA TAPCON O ONE BY WOOD EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK wNDDw RANGE 8T OTHERS ODD BUCK CONCRETE WINDOW NOT- OR SGNRY OPENING By OTHERS SECTION 2 1uCC0 T Rv7- CGMPARATI% E ANALYSIS k TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON AI4CHOR SIZE INCHES CAPACITY IN PSF LOCATIONS w1OTH/.M. T EXTERIOR INTERIOR NEAO J—us 12 X 60 40 3 0.[r,G 12 z 72 40 56 C O.NI.G 15 A164006C2' z 16 0 69 A.B n I 2+ A 2• AO 55 a B F,L 2A X 30 0 5 8 F.0 7A 0 AO A.B F.G i Ne AO AO A.B DE F,L N 60 40 AO 8 0.1r.c 2. A 0 A. O.C.f.L 772 32 A B000 A.B D.E r,G 36 0 AO B O.t.f.c 3a e 0 0 A.8 O.E,F,C i 77 AO 0 B O.C,F G 6 e X2A0AOA•B D.E,F,L Aa A Aa AO 0 B D.0 r.L Ap A 60 AO AO B D.E F,G 6A A 24 0 AO A,B F.G 72 X 'a 40 0 A B f.G 72 A 60 40 AO A.B D.CJ.G 73 X 16 0 0 A•B BTOHE 5 CENTRAL FLORIDA B. O. A. F. MR'Innw WTH. 1 D i DOw H T. F MARBLE SILL STOOL Br OTHERS PRE- CASI SILL CAUBETWEEN WIN. -FLANGE B, OTHERS y PRECAST SILL WITH VULKEM 116 ADHESIVE CAUL' OR APPROVED EOUAL SECTION i MANUFACTURER NAME: a e, NJ{-1i AFL AWU MINr1 f.ENFRAI NOTES MASERFILE # % L 1) SHIM AS REO'O. AT EACH WS1µLATKWI ANCHOR WITH LOAD BEARING SHIM, MAA, µLOVABLE SHIM STACK TO BE 1/ 4 2) WINDOW FRAME MAT ERIµ: ALUMINUM ALLOY 6063. 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS Ski. MUST BE ATTACHED TO THE SUBSTRATE IN VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 2 .) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT (RAMC SILL ANSI COMPLY VRTX SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WWOO, FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOLRREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOVaREMEN7 Or 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE UUITED 10 400 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED IN TEST 8) WSJ AUA71ON, FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" OIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4" EMBEDMENT INTO SUBSMATE AT LOCATIONS -_ ON --I. 9) SEE ELEVATION FOR KEY 10 TAKEN LOCA"DNS 10)INSTALL /! SCREwS OF SUFFICIENT LENGTH 10 PROVIDE 3/A" MIN EMBEDMENT .10 WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED XC:ES ARE NOT PRESE:.T, to SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS k A. 24' ETC. 11) IF EXACT WINDOW SIZE IS N07 USTED IN ANCHOR CHART. USE ANCHOR OUANTI" LISTED MIN NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0 12) CENERAL 1150 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 1. THE IS% SEPES G t-.j ELEVATION VIEWED FROM EXTERIOR IBE I N Cosby Ra. • Cwo0m. TT 7500E • P.O. RA, 679022 • Ddks, l 75361 Iw•c IKsfa.lo- INSTALLATION [--- TAIL SERIES 1450/1550 F"ANGE PW p••w A fro .• L"•• I BB NIA AO P.I. [ i ...MI SHEATHING CAULK BETWEEN FIN BY OTHERS tr SKATING SHIM AS ES) SEE NO tES) 6 INSIALAW. ANCHOR J 1 MIN. FIN IroE iCREW SHOWN (7 YP) —1 Eu8EDMEN7 WINDOW FRAME EXTERIOR JAMB f WISH 7 x WOOD BY OTHERS BY OTHERS PERIMETER CAULK 6Y OTHERS TV TYPE WINDOW I SHIM AS REO'D FRAME HEADER (SEE NOTES) EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 18 SCREW—"' INSIALATIONANCHORSHOWN IYP.) / EXTERIOR J FINISH By DINERS SHEATHING J BY OTHERS LUBLUMLNI SECTION ) WINDOWHEIGHT IE INSTALATION ANCHOR SCREW SHOWN OYP.) 7 X WOOD BY OTHERS ECAutr TwEEN SHE/ tr FIN BY 0.. ..t5 1' MIN. EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WTH. 7 ANCHOR (IYP.) O 1 O % 24' O C. / MAX. (IYP.) T_T} O O WINDOW ANCHORS EQUALLY SPACE ANCHORS (IYP.) HGT. o 0 Of1l O SHIM AS REO'D O SEE NOTES) 0 o 0 0 o 6' MAX (Tro,) 2 x WOOD BY OTHERS CAULK BETWEEN WINDOW FIN tr ELEVATIONSHEATHING VIEWED FROM EXTERIOR MANUFACTURER NALNE: GA 3 Car - iAl Al UP •talwn MASTER FELE COMPARATIVE ANALYSIS Q ANCHOR CHART W`NOOw DESIGN PRESSURE NO Of EB SCREWS NO OF 0090 OIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D IN FRAME REO'D. W FRAME DTH/HDGHT EXTEmOR INTERIOR HEAD SILL 10-EA. JAMB HEAD SILL O EA JAMB 16 II 30 109 109 7 1 7 2 3 16 a RO o] 63 7 7 3 7 7 3 16 a 50 63 63 7 2 3 7 7 3 60 so 2 3 70 a 30 66 o6 7 7 7 7 70 R o 73 73 7 7 3 7 7 70 a 50 59 59 7 2 3 7 7 a60 a 48 7 7 3 7 7 76 . 3o s s 7 70 . •0 57 57 7 7 3 1 2 78 A !'o•5 46 2 1 3 7 77 30 X 30 7 7 Z 30 X •0 79 79 7 7 3 7 7 30 A 50 3 7 7 3 7 7 7 7 1 7 35 a 30 t 1 7 36 a •o o o 3 3 3 3 3 3 31 a So 0 AO 3 3 3 3 3 3 3 S 3 S 0 X 30 do AO 7 AO R AO AO 0 3 3 3 3 3 3 RO R 50 0 RO 3 3 3 3 S 3 3 3 5 GATE IS- I) SHIM AS PEO-D. ADJACENT TO EACH INSTALLATION ANCHOR WON LOAD BEARING SHIM MAa. ALLOWABLE SHIM STACK 10 BE t/•,. 2) WIHDOw FRAME MATERIAL. ALUMINLIM ALLOT 6063. 1) USE LATE CAULK BEHIND WINDOW FIN Al HEAD. SILL tr JAMBS USE LATE, CAULK FOR PERIMETER SEA AROUND EXTERIOR Of WINDOW RANGE 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING INISSHOWN. SVLATNC GLASS IS ALSO OUALIFIED 6) WHERE WATER RESISTANCE TEST REOUINEMENI OF 151 OF DESIGN LOAD APPLIES. OSIu.E DESIGN LOADS WILL BE LIMITED TO •00 PSF DUE 10 WATER TEST PRESSURE Of 60 PSF ACHIEKO IN TEST. 7) INSTALLATION; FIN FRAME WINDOW IN WOOD FRAME OPENNG WITH TWO BY WOOD STUDS. USING 0.o90 IN. DIA NAILS Olt E6 SCREWS or S1FfICCNT LENGTH TO PROIADE MIN 1' EMBEDMENT INTO SUBSTRATE. 6) IF EXACT —Dow 9ZE IS N01 LISTED IN ANCHOR CNARI• USE ANCHOR OVANI1IY LISTED MIN NEXT LARGER 9ZE. 9) GENERAL ALUMINUM'S 11.0 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 1940 INSULAIING GLASS SINGLE HUNG SERIES 1001 W. C," Ed • Cw.Mm it 75006 • f D. 77 • D161L 11 75 P.i QF['rMf. ASSEMBLY DRAWING SERIES I1 4 0/1940 TDL SINGLE HUNG WINDOW oa• n c.+l I. Art BB N/A mo o•rt oc •uRt• 11/05/01 B GEN-0013 1. V In00W WIDTH 1 1/.' MA. SHE•1NIMG INBC DNCNI ~ II $ MIME SPACE BY OTHERS 2 a IT WOOD IT OIMERS SNin AS R[0'D. //---- 2 x v001) IT DTMRS CAULK BEHIND fiN FIN ,,PC t.Do. B INSTALLATION FRANC JAMB FINISH OR ANCHOR SCRCU 1, OTHERS I' NIN SHIN AS RCCD GLAZING EmSEDNCNI PERIMETER CALLKN IIII (SCE N07CS) BT DINERS FIN TYPE vINm rRANE ME ADER GLAZINGSCENOTES) C 7 CRIED! FIN TYPE FRANC Sit PERIMEIE IT OTHER C x I ERIORFINISH 1, OTHER CAULK 11 SME•inte BT oTMERs SECTION I HIM SPACE1 WINDOWHEIGHT E a TERICIR PERIMETER CAULK Ir OIMCRs B INS 1•ll•T I0N MMR S[RLV EXTERIOR f INISM CAULK BEHIND rIN IT OTME 'IS SECTION 2 SHEATHING B, OTHERS WINDOW VIDIH 0 T o L R R WINDOW / MIGHTo SHIM SPACE 1 IMS T ALL A, ION ANCHOR S[RCV 2 s WOOD IT OTHERS COMPARATIVE ANALYSIS & ANCHOR. CHART W N W OCSIGN PRESSURE No Or AB SCREWS NO Or 0.099 DIA NA!LS SIZEZINCMC S) CAPACITY IN PSr REOUIRCD IN (RAMC RCOUIRED IN FRAME WIDTH/HEIGM EITERIDR INTERIOR HEAD L SILL E EA JAMB MEAD L SILL t CA JAM) 20 00 0 0 2 2 2 2 20 a 0 0 0 2 7 2 2 20 a 50 0 0 2 22 0 ]0 0 0 2 D .0 0 40 2 7 2 30 x SO 0 0 2 7 2 7 0.60 2 2 10 x 10 10 2 0 x 40 D 0 7 7 7 0 x SO 0 0 7 7 7 0 . 7 S SO . 70 0 0 2 sD x .D 0 40 7 7 So . ]0 0 40 7 50 . 60 0 D 7 S 73 1 0 CENTRAL FLORDA g.O.A.F. MANUFACTURER NAME; CFA/EA11_ Ai M MASTER FQ,E # 13 VNERC WATER RESISTANCE TEST RCOUIRCHENT 0( ISY Of DESIGN LOAD APPLIES. POSIT VC DESIGN LOADS WILL BE LIMITED TO 40a PSr DLE TO WATER TEST PRESSTUDS O' 60 PSr AS OF Su 1. rI TEST. 2) INSTALLATION FIN FRAME vIKDOv IN vOOD FRANC OPENING WIN ivO IT VWD TUGS USING LB S[RCvS Of SUFFICIENT LENGTH TO PROvI DC MIN, 1' CMt[hENT INTO SUBSTRATE OR 0.019 IN DI& MAILS 7, If C:ACT VINDOV SIZE IS NOT LISTED IN ANCHOR CHART. USE GUANT ITT LISICD 2 VIIH NEXT LARCER SIZE. 41 SHIN AS RED D ADJACENT TO CACM INSTALLATION ANCHOR VITH LOAD BLARING SHIM COUµLT SPACC MAY ALLOVAAC SHIM STACK 70 BE 1/4% ArEHmRS NTTP) ]) VINDOV FRAM( MATERIAL- ALUMINUM ALLOT 6067. 61 USC LAIC: CAULK BEHIND VINDOv FIN AT MAD. SILL L JAMBS. 7, USE LATI CAULK FOR PERIMETER SCAL AROUND EXTERIOR Or VINDOV rLAMGE B) GLASS 7HICxMSS MAY VARY PCR REQUIREMENTS (IF ASIN C1000 GLASS CHARTS SINGLC GLAZING IS S)mVN INSULATING GLASS ALSO OUALIrICD 9) GENERAL ALUNINUnS 1100 SERIES PICTURE WINDOW IS SHGVN THIS PRINT ALSO APPLIES 70 19DO SERIES PICTURE VINDOW. 6• MAX ITT) 0 o R a 1 6' MAX. ITTP) E I_E VOM EVIEWEDFROMEXTERIOR j— Uj—d—cam CAUIK PCIVEEN- VDOD BLEW t M.10.41 ORE.'.G IT D'.CRS CAULK 1C7vEEN vINDOv -T flw(E t vmD tlfK MD.CRCTE OR \ SON I OPENING B1 O7 (RS EXTERIOR FINISH - IT OTHERS PERINCTCR CAULK' I1 OTHERS FLANGE TTPE - VINmV fRA)E HEADER vINDOv EXTERIOR CIGHT DC N!T VOODBUCKTITHER INSTALLATIDN ANCHOR 3116' 111. 7APCDN XIM AS RC O'D ISEE NDl[$1 CNIi DN[N7 NAX SHIN SPACE RATPG 111F. SCE NOTES) BUCKHEIGHT SXIN AS RE O'D ISCC NDIEST FENNEL IT E V INDOv ERNE SILL IBROTERSCAULKOTHCRSYVmD a CXI ERTOR FINISH n (I1HERs CAULK ICTVCEN vINDOV FLA NGE L mD BUCK CONCRETE OR SO-RT OPENING IT OTHERS CAULK BE7vCCX VmD BUCK L Nu SOMT OPENING 11 OTHERS 11.' MACSHAHSAAC a 1-1/4' MIN, EMBED -[HT INSTALLATION ANCHOR 3/16' DIA TAPCON NOTES 1) SHIu AS REDD AT EACH INS7ALLATION ANCHOR USING LOAD B(ARmiC SHN 11AX ALLOWABLE SHW STACK TO BE I/.•. 1) WINDOW FRANC .AT[R1AL ALU.INU. ALLOT 6063. 3) USE LATEX CAULK DOH" WINDOW FLANGE AT HEAD. Ski. • JA.85 USE LATEX CAULK FOR PCRI.EIER SEAL AROUND CXIERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS .AT VARY PER THE R[OuR[.ENIS OF AST. E1300 GLASS CHARTS 61 DESIGN PRESSURE CAPACITY OF vINDOV t INS TALLATICN IS LIMITED TC 400 PSF. 71 FOR INS7ALLA7IDN OF FLANGE FRNE VINDOvS IN COCRETI OR NASOTCT OPENING USE 3/IL' DIA IAP[ON TTPC ANCHOR$ GF SVfFICIENI LENGTH TO PROVIDE 11. 1-1/.' EKB(DNCN7 INTO SUBSTRATE PLACE ANCHORS 6' NA. FRO. CORNERS L 2.' ITC. KA.. BE VCCN 6 1 BUILD DOVN AROUND CURVED PORI ION OF VINmv FRANC TO BC CNGINE:RED 11 OTHERS. BUILD DDVN HUSI BE Or SUFFICIENT STRENGTH TO ADEOUATELT IRANS:CR LDAD FRO. VINDOV TO THE SIRLCTIRC. 9) ELEVATIONS SHOV COHHON CDCIGURATIDM N IS HOT INTENtED TD LI•IT USE 6 THIS PRODUCT TO THCSC 7vO CONFIGURATIONS. THIS SHEET APPLIES TO ALL [ONFIGURAT IONS THAI CAN BE KANIIFACTURED FRO. THE I45D/1550 SERIES DESIGNER FINED VINDOV FRw1NG STS7EN CENTRAL FLORIDA B.O.A_1F. MANUFACTURER NAMB: CeA/E1q.4-L A111HINUH e MASTIER FEL E # o2 i— WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR SECTION I n 7_ 7i_FR- OW HT Y:E IT—IRCVISTD. TUCt NIIM % II.' MA[ L S.I. SPA[[ SMIn AS REO'D 1•H/.• Nln I SCE HOT EST EnaED"I'l 11--GC TTPC r CAULK BE 7 VCCN VINmV fRA4 I WOOD R)[K t JANt HASNIHG O 1+ OTHER S WINDOW HEIGHT Q R. 7D.S [TTr I INSTALLATION ANCHOR SCE IDIEST C 3116- ST. TAPED. ONE BY vOOD P[ RIMC7CR CAULK LUCK IT OTHERS 3, OTHERS EXTERIOR FIHISK CAULK BEWEEN tT OIH<RS VINDUv FLANGE VmI BUCK NXlpv MI. —, CONIC RE TE OR Ms. I [PINING SECTION 2 01 OTHERS I --- x WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 V. [nut I0.• CWrBHI li 1500E -.0 M 8I9071 •Drat. TI 75.1 P. NHL Nt[t'!HI[N INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW N- 11 (..L .• BB N/A EE. 3/20/02 I B I GEN-0^25 SNEA8, CTHER! CAULK Bi EXTEROR F B, OTHERS RERINC TER CullBYOTHERS FIN TYPE FR..E HE GL.ZING IT— SEE NOTES FIN TYPE --/' FRAME SILL RC 9.MC iCR CAULK J BY OTHERS / FB INSTALLATION J ANCHOR S;RE. (T,P.) EARR:OR FINISH B, O:NERS CALK BEHIND FIN - SNEAT... G BY 0NERS I IIEiS n ST.LE.no. NOR SCREW (I,-) S.I. AS REDO. SEE NOTES r S.. SPACE A 7 WIDOWEIGHT AX S.I. SPICE SHIN AS REO'D SCE nOTE5 1' WN Z X FRAMING EMBEDMENT BY OTHERS SECTION 1 TI DESIGN PRESSURE CA'ACn+ OR wNOow a INSTALLATION IS 400 PSF, Z) INSTALLATION OF FIN FRAME WLNOOW IN W000 FRAME OPENING T. TW0 B, WOOD STUDS. USING OC99 IN DIA NAILS PLACE 099 NAILS 6' FROM CORNERS M.. • !' OC AIAX BETWEEN. 3) FOR INSTALLATION Or FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Iwo BY WOOD SrUCS. USING 18 SCREWS OF SUFFICIENT LENGTH TO PROWDE MIN I IN. EM9EOMENI INTO SUBSTRATE PLSCE SCREWS V MAX ROM CORNERS w Z.' CC A. BETWEEN SHIM AS REO'0 AOjACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SH.0 STACK 10 BE 1/.-. WINDOW FP—E ATERVL ALUMINUM ALLOY 6063. 6) USE LATER CAULK BEHINO WINDOW FLN AT HEAD. SILL a JAMBS 7) USE LATER CAULK :OR PCRIMETER SEAR -.AROUND EXTERIOR OF WINDOW FLANGE. B) CLASS THICKNESS MAY VART PER THE REOLRREMENTS OF ASTu ET300 GLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGNECRED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOJATELI TRANSFER LOAD FRO. WINDOW TO THE STRUCTURE 10) ELEVATIOHS SHOW COMMON CONFIOURATR)NS IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES 10 ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE ITCO/1900 SERIES DESIGNER FIRED PICTURE WINDOW FRAMING SYSTEM. CENTRAL. FLORIDA B.O.A.F. MANUFACTURER NAME: 4 (,,A41A111M MASTER FILE # R f.--- —iDOW WIDTH - i H O V / UO r O J ELEVATION VIEWED FROM EXTERIOR 0 d.T Z --Z MAR. sm. SPACE TWO B, FRAMING S.lu AS Rco'D e+ oTHERs FIN TYPEFRAMEAAuB 1- Mw EMBEDMENT 1 S.EATTNG 8, OTHERS CLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIO B INSTALLATION ANCHOR SCREW (TYP.) WINDOWWwTH PERIMETER CAULK B, OTHERS SECTION 2 WINDOW WIDTH - I D p• wHDOw O F OI 2 HEIG.i 2 / O I —mJ ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOO BUCK ! MASONRY OPENING BY OTHERS ONE 01 WOOD BUCK By OTHER CAULKFLANGE BETWEEN BUCKFLANGEtWOODBUCK SONRYEOROPCNOIG` r OTHER EXTERIOR rRKSH Br OTHER / PERHIETER CAULK J By OTHER rl ANIX TYPE WINDOW FRAME NEARER EXTERIORT FLANGE TYPE 9FRAMEL WINDOW PERIMETER CAULKBTOTHER ONE BT WOOD BVCK B7 OTHER HSTµLAI10N ANCHOR BUCK WIDTH 3/16' DIA TAPCON EMQCDMCNT FLANGE TYPE 1/N SIRM SHIM AS REO'D. SHIMS R[0'D SPACE YAx (SEC MOTES) SEE NOTES) " DOW (RAMC Q JAMB Q MASONRYMOR Q MASONY OPENING BY OrH[a ENREDUENT L5 1 INSTALLATION ANCHOR 3/ 16' WA. IAPCON PERIMETER CAULK a BY OTHERS 1 CAULK BETWEEN WOOD BUCK 4 1/ A' Swu MrIDOW MOTH YASONRI OPENWC SPACE MAX. BY OTHERS EXTERIOR CAULK BETK EXTERIOR WWN FLANS RT OTHER WOOD• BLIDL BUCK NQONTSECTION 2 ANCHOR ( TTP,) H N K Pa[ CAST SILL Br OTHERS J CAULK BEIMCN MNDOW FLANGE f PRE CAST SILL WITH VIAKEM SECTION 1 "G AOHESrl CAULK OR SCHNEE MORENEAO 6500 ADHESIVE SEALANT NOTES WINDOW 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWABLE SHIM STACK TO BE 1/4' 2) WINDOW .RAMC MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SLL MUST BE ATTACHED 10 THE SUBSTRATE MTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL APPLICATION OF V1ILKIM 116 ADHESIVE CAULK OR SCNEC-MDREHEAD SSW ADHESIVE CAULK AT rRAM[ SILL MUST COMPLY MIN SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEx CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOU'REMENTS OF ASTM E1300 GLASS CHART N SINGLEGLASSISSHOW. INSULAING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1460 SERIES MODIFIED SLIDER IS SHOWN, THIS PRINT ALSO APPLIES TO THE 15L0 SERIES MODIFIED SLIDER INSULATING CLASS 6) ORAMNG APPLIES TO INSTALLATION Or rLANCE FRAME MNDOW W CONCRETE OR MASONRY OPENING USE 36" i.A IAPCON ANCHOR OF SUrFICIr NI LENGTH TO PROMDE MW.1-1/• EMBEDMENT INTO SUBSTRATE 1LOC•TKxN SHOWN ON CHART, B) SEE ELE•JATIONS root KEr TO IAPCON LOCATIONS 10) INSTALL FB SCREWS CF SU RUFFICIENI LENGTH TO PROMDE 3/4• MIN EMBEDMENT INTO WOOD BUCK AT ALL FACTORY A ED INSTALLA7ION HOLES WHERE TAPCONS ARE REO'D 11) R EXACT MNDOW SIZE IS NOT LISTED W ANCHOR CHART, USE ANCHOR OUAN1111 LISTED MTH NExT LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR 0 F1 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A. 24 x 24 40 67 H,K A,C 24 x 36 40 45 H,K A,C 24 x 48 40 40 H,K A C 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A.G 36 x 42 40 40 H.K A,G 35 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,C 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 1 40 40 H.K I A,B.F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B.F,G 72 x 12 40 70 H.K A.G 72 x 24 40 40 H,K A,G 72 X 36 40 40 H,K A,G 72 It 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A,B.F,G 72 x 55 40 40 H,K B.C.D.F,G CENTRAL FLORE DA R. O. A. F. MANUFACTURER NAME: MASTER FILE # S DA7 3/ 20/ 02 SHEATHING CAULK B:TKEEN FIN BY OTHER @ SHEAT,NG 1- NIN S SCREW •NSTALATION Eu8EDNENi ANCHOR (TYP.) 2 x PRAYING E%TERICR FINISH ET OTHERS BY OTHERS ERIVET-= CAULK rr 1/4MAX BY CTHE+ SHm SPACE r F: V TY=E VXNDC• 7 SHIN AS REO'D FrANEHEADERSEE NOTES) WINDOW HEIGHTXT RI R II FIN TYPE I I -FR ° E Slu 7SILL STOOL BY OTHER r SHEATHING 2 x FRAMING 1 8Y OTHER BY OTHERS I CAULK BETWEEN I/" MA%-JI SHEATHING it FIN SHIM A55 RFO'D SHIM SPACE I BY OTHERS SEENOTES) FIN TYPE I•M IN.vANDOw FRAME EMBEDMENT JAMB 8 SCREW INSTALATION ANCHOR ( TYP.) YANDOw WIDTH Ex TERIOR FINISH BY OTHERS EXTFRIOR PERIMETER CAULK BY OTHERS SECTION 2 6- MA%.(TYP) — EOUALLY SPACE 6' uAx.(TYP) ANCHORS ( TYP. r O HEAD. SILL. h JAMBS) Pi RIME iER CAULK-/ L 1/A" MAX. B1 OTHER SHIM SPACE SHIM AS REO'D 8 SCREW (SEE NOTES) INSTALA RDN YANDOw ANC - OR (TYP.T HEIGHT 2 x FRAMING BY OTHERS TE: OR F: NIS- \ cY O-HERS ` CAULK 'BETWEEN WINDOW FIN & s«: EI JNG SHEATHING Eu BY C-HER B u17T, 8EDNENi SECTION 1 GE". ER:- NOTES 1) S-L' AS REC'O. ADJACENT TO EACH INSTALLA 71ON ANCHOR WITH LOAD EE— ING SHIM MAX ALLOWABLE SHIM STACY TO BE 1/i. 2) W:.30W FRAUE MATERIAL ALLOT 6063 3) UH LATEX CAULK BEHIND WNDOW FIN AT MEAD .SILL h JAMBS. Al USE LATEX CAULK FOR PERIMETER SEAL ARC:NO EXTERIOR OF VANDOw FF SLUE. S) G-*SS THICKNESS MAY VARY PER THE REOUI-EuEVTS OF ASTM E13W SI•. aE GLAZWC IS SHOWN. INSULATING CLASS IS ALSO OUAUFIED 6) D=LMNC APPLES TO w574LATKIN OF FIN FRAME rN-3W IN WOW rRAME OPENIHC W"- Tvp BY r30O STUpS USINC 099 IN '+ LE •.;" H 70 PP:YCE Mw, :' EMBEOMENi w71 SU_i,x i/E SCREWS OF SUriK'rtNT E. 71 V :IACT "NJ_W SIZE IS N07 USTEO w CHART, ,5E ANCHOR OUANTITY LISTED mlr I- LARGER SZE. e) Cc'.:::AL AUJV.VIW'S 11!0 SERIES HORIZONT4 !'-)E= S S 0—. THS PRINT ALSO 0ES TO 1-E 1980 wSULATwC CLASS HCRQ01-:AL SL:OER SERFS 1 2 1 ANCHOR ( TYP.) 24- O.C. IAx( IYP) I WTNpOw vnOHT ELEVATION VIEWED FROM EXTERIOR''• •••'•'.,F, COMPARATIVE ANALYSIS & ANCHOR. QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS REO0 099 NA;LS REDD, INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT T SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 X 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 X 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 MANUFACTURER NA.E: MA4STn+/ pp i1 Lgt- LE Im1 r O.4 u.c—m•L D ISO -PA IN 619M•hiA It nut INSTALLATION DRAWING WOW FRAME STRUCTURE SERFS 11!O /1980 MODIFIED HORIZONTAL SLIDER D+ H C...o sac es N/A or rt+L. o•*E o•N HwJc• u.. f or Ar I 103/II/0: GEN-002! MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) M SECTION u EXTERIOR DWC No: CEN70452 MULLION II I DIE NO. 1445 I II I INSTALLATION MULLION I II I ANCHOR I I I I ANCHOR TYP.) BRACKET / I CENTRAL FLORIDA B.O. MANUFACTURER NAM TER FILE # } 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 A -A III. ELEVATION o, v a a a 1-7/8"— SECTION B- B INSTALLATION ANCHOR TYP.) L SEE NOTES 2 & #3 0 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T'T E FIN VERTICAL MULLION INSTALLATION DETAIL V = ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: — — — — DRN: JS APRVD: — — — — DATE: 3/1 7 /02 WT/FT: SCALE: MAX: — — — — DWG NO.GEN-0452HALF. PREPARED fir. PROOuCT TECNNOLOOT CORP.. 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-m-o36! PAX 407-605-03H t ! 1"- GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 P 189 125 72 30 20 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12, 1an-2002 01- 1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT. IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054M I FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 A GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054)3651 FAX 407 8054)366 CA020123 FEB. 19, 2002 02-0217 owG No: MUL LI ANCH BRACK WINDOW FRAME JAMB TYP.) ISTALLATION NCHOR FYP.) I I I I II I II I II 8 SELF TAPPING I II SMS (TYP.) I II I I MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A— A IoA N JLLION G;= N0. 1446 a a v SUBSTRATE L 1-7/8" SECTION B—B INSTALLATION ANCHOR TYP.) CENTRAI FLORA B. a. A. F o SEE NOTES o # 2 & #3 v MANUFACT R oEXTERIORT 1; ELEVATION F,4 L vy,id MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.:, SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DR": Aaltw: DATE:3/1;'= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS FRAMING. wT/ET: __-- SCALE: HALF MATL' ---_ DWG NO: G" PREPARED By' PRODUCT TECMULWY CUKK. [DV INI'-m A-111L rwn cn.,.. . .....•. ..• I IT SHIM cS 4E'0'0 INSTALLATICSI ANCSP. SHE ATM ING (SEE NOTES> -E SC<Ev By OTHERS C•LLK SET"CEN 00CP ;LANCE TVD 8T VODD L SHEATHING By OTF-ERS SHIM SPACE I ryp 1-1/8• MIN J E-KI)HENT STUCCO OR SIDING pY OTHERS SLID. NO CLASS DOOR rRAME PERIMETER ME.D CAULK By OTHERS f DOOR VIDTM ..• MAX. SHIM Si FCE Tv0 31 VOOD 1-1/8 MIN iT OTME^.S EM2CDMEHT SLIDING GLASS COCF r A„ SJAMS TEWERED GLASS TTP.) PERIMETER J CAULK DT TEMPERED OTHERS GLASS ITTPJ i 1 ' :r>,Ai•+ DOOR iA.Ki HEIGHT SECTION B-B Lp I D,4 - - I SLIDING CLASS DcOR _rRAME / SILL I SLIDING GLASS DOOR SHIN AS REO'D. Ti013K STRIP cSAE ROTES) INSTALLATION ANCHOR 8 SCREV CAULK eETVEEN DOOR FLANGE L SHEATHING L- SHEATHING By OTHERS TEMPERED GLASS — STUCCO TYPJ OR SIDING eY OTHCRS SLIDING GLASS DODR INTERLOCK r,5- 4' iNS:ALLATIG+ A,.CNiR Is SCRLV tv0 it woo 3T OTHERS CAULK 3ETVC:N NOCK STRIP L SHEATHING L1-1/8' MIN EMlEDMENT SMEATMING DT OTHERS STUCCO OR SIDING J/ BY OTHERS KOOK STRIP DETAIL Nor DOR MtERI..L• .IVrtN.• ALLOT LEAS 2' .t LMSTALLATLOI SCREVS .UST SE Or SVrICICMI LE.GTM TO .CMICvC Mix V tCOCMT Or 1-1/2' TRIG Vm0. TAKOI. ITK D.ST.LLAiIOM .KKR! .T SILL N,St K t1 TLrrtCIEMI LC"GTM IO ACMIEvC MIx E.tCD'CMt Or I-V•TNTD MAS"I CM CO.MIL 73 tMTT.LLATIO...OR C-RT ON LAM Or IMIS TI(CT USE SILICCNIZEO ACRTLIC CALLr IEM1.0 DWI TLA.KL .1 MEND S Y 3$. 71 USE SILICCMIZUD ACRTLIC CAUL. rR rCRSNEr 0 SEAL .RQ.NO E.TERTR ? cm.. LI IT C..CI OCR SIZE IS M07 LISTED DN A..C.GI CM.,11. -St A.[,NR DV. ITITI LISTED VITM .E.T LARGER SI_E. rR IME A,•r`R(/RIATE xSIG "ESSURC REO.0. TI TOR rDC.[T D®1 SIZES USE CLCSEST tlr.fS DOmI SIZE L COrICAM At10. s0 04SMED (p- PL.CE t.STALLAt10. A CNRS. D. rRO.T ? MQM STRIP AS SND N t, GLASS I..IC..[ff I vART Ki MOVIRCMEMTS Cr .IIM CIDDD 4ASS CHARTS 71 0001t LRST If A"*DvCD USIK. TEM TREO RASE IM SDNQC ELATED R N.SUI ATDG G.SL HOT AAMt / SILL COb(RT ARC TO tE :EICD VITM A SMALL AIMT :I- S[ALCR III SHIM .L RC0. at CA, Til Cr HMS: ALLAl1O. AKMRi M.. ALLOvA hE SHIM STK. ID SC 1/.• t!1 ALL IMF fALLATION .TS Q N. K - C' EREMESEm REStSTAA.1 MATCrIAtSI). vKRE '•' REIRCS AK RS w JE BE F R MS01t: SISTD r.+[L Y/ROvCO 1 C3wtGotATLo S ARC AS LISTED CM ..CKM OM T CI. A.C' OF 'MIS SKC I. 1 EXTERIOR E L E VAT Gi V 1•, •dT ALL C3RIh/I.T- L LISTED .EVE ARC PPLI p. TMIf ORI-ILATIrK.. ILLEXTERIORIMS: ALL.IIO. 1I En E EMENT I SECTION: •A-.' 't-!' L NI4t slit/ xT.0. AIRI f0 HMS T.LL1ti[D• O AL: N.rRDVE7 f GGGTTT/// I a EDMtGoATIG.f I 2 FAMES. DOOR $HaVN 171 rLRtDA E.t RVDERi HOOD SERIES =DUE BASS bOR iS S.NDVN TMIf IRIMi +LDO Ar Sf i01-1/A' M!N 2000 SERIES -0 7011 SUIEL O • • o LI?ERALLT APPLT J o - REVI DESCRIPTION DATE I INI EXTLORIDAINT.RUDERS CALtKING UNDER SILL , I INC. SANFORD FL OR SET SIrFLL IN °EO •NSTALLATI OR NANCHallcJ+ c ETE 3/I6 31. TA PC I I ; MLE. SC!DING GLASS DOOR r U INSTALLATION V I i H =8 SCREWS DP. AI'TN SY: -3 APPROVED BY: FE 1 200E I I ATE. iSCALE: N i r IDWG LT:.': µ CONCRETE OR SHIM. A$ REVV MASONRY OPENING SEE raJTES, BY CT--S CAULK -B_Tvr FN DOOP Ft ANGELWOO. SUCK CAULK ?CTvEEN PERINE ICR WOOD BUCK t MAS'Y. OPENINGCAULKBTByOTHERSOlHER21 STUCCO 11 Rr OT<R INSTALLATION ANCHOR 8 SCREW (TYP. WHERE— IAPCONS ARE NOT REO'D.) SLIDING GLASS MOOR FF. AIE SILL a A 11 / • 1! 4 n G A / .1 A INSTALLATION ANCHOR 3/16• DIA. TAPCON INSTALLATION ANCHOR R9 SCREW tirF. WHERE ONE BY WOOD TAPCONS A;E NOT REO'D) BUCK BY OTHERS 1 1/4' Mi N. EMBEDMENT SLIDING GLASS DOOR FRAME I— MAR JAMB D r SHIM SPACE SLIDING GLASS DOOR FRA,E HEAD TEMPERED GLASS (TYP.)' DOOR HEIGHT D EMBEDMENT A 1-1/A' MIN. D LIBERALLY APPLY CAULKING UNDER SILL OR SET SiLL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DiA. TAPCON SECTION A -A TEMPERED GLASS 4 T YP.) PERIMETER CAULK NY OTHERS SG.D. WIDTH L •F- 1/.' M/.l. SMIF SPACE 1 1/4• MIN. EMBEDMENT ONE BY WOOD 1 BUCK BY OTHERS CAULK BETWEEN V WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEC NOTES, INSTALLATION ANCNOR 3/16' DIA. TAPCON G — CAULK BEIvEEN DOOR FLANGE L WOOD BUCK G CONCRETE OR MASONRY OPENING BY OTHERS CO(CPETE OR M:-SONP.r OPENING BY OTHERS INSTALLATION ANCHOR 7CAULK LEIvEEN 3/ 16' DIA TAPCONF WOOD BUCK t MAST. OP[NING BY OTHERS G CAULK ECTVEEN SLIDING GLASS DOOR NON STRIP L HOOK STRIP Al WOOD BUCK 1- 1/4' MIN. EMBEDMENT G 1 Q 1 ONE By vWD K ' T DINERS STUCCO BY OTHERS AJL . B.O.LF.IEMPERED GLASS I YP.) SECTION BM=h-MANuHlrACT1URER jr M SLIDING GLASS p00R e, y'j.-S INTERLOCK MASTER FILE # HOOK STRIP DETAIL dual — NDOORMATERIAL. ALUH7.AR. µLOT 6062 2) TAPCON 1rPE INSTALLA7IDM AHC.ri HuSI RE Or SUFFICIENT LE.GTM TO ACHIEVE HEN. ClUb-C-1 or1- I/.' INTO MASOo, R COCREYE. D, µMRHATE TAPCON INSTALLANCHORS rRRHI TO LACK IN ALL rRAHC remnits. I APCO. ANC.+ CHART O. 1AC. or THIS SHCCT. S) USE SILICD02CD ACRYLIC CAUL. 'CHINO a" rL.WC At HC.D L JAHIS. 6) USE SILICOFIIED ACRYLIC CAUL FOR PCRICT10 SE EXTERIOR Or DOOR 7) it EXACT DOOR SIIC IS NOT LISTED IN NCNOR O.ARI• USE udat OUANIITT LISTED WITH HCRT LARGER SIZE. FORIHC APPRRRIATE OCSIGH PRESSURE RCD'D. ran POC.[ 7 DtD1 SIZES USE CLOSESI 'YPASS DOOR SIZE L COFIRP.7l0. 10 rIwLCD OPC.I.4. PLACE TAPCO. S IN r'O.T Or HOOK STRIP AS SAO- 7I ,CSS HUT VARY PER REDUIRLGLASS 1MIC.HCNTSOrASIN CIT00 GLASS GHARTL ID) ALL FACTORY APPLIED .OLES HOT D[SIWICD FOR TAPCO. AHCHOR SHCULD tE FILLED vITN .' SCREV: Or SUFFICIENT LCH41N TO PROVIDE Him, 1/41' E.3CDHCNT 1.10 WOOD t.LL 1U DOOR wiz IS APPROVED USU4 IEW[RCD GLASS . SD4LC GLAICO OR I..SULATI.4 GLASS 12) AAMt / SILL COIU[RS ARE TO It SEALCD V1A7M SMALL JOIN SCAM SEALER. Il) SHIM AS i[ CD'D .1 CA Sit 7 IN STALLATIOH AHCHIP: . LCVASLE SHIH SI-C. TO SC 1/.' 11H ALL INSTALLATION ANCHORS MST '[ MADE Or CRROSIO RESAL:SIAH7 MATERIALS. ISI VHCRE 'A' REPRESENTS HOVN4 PANEL —0 Ir RCrRESENl2 FINED PAHCL APPROVED COW IfiIrATIONS APE AS LISTED OM AH(HOR CH 7 Cl-4C. Or THIS u4CI. L) HDI ALLOF L CIGIPAI IONS LISTED ABOVEARESHOWN 01 INIS RAVIA4. HC.EV" UHST µLA71D. CRIERIDR ELEVATION SEC110-S .''-t' L HOOK %TRIP DCIADL APPLY TO IN11µLA710. OF ALL APPROVED B PANEL ODOR SHOWN CO' F IGLAAT1O.S 17, INSTALL 014 IAPCOH IN EACH PAIR Or FACTRI APPLIED Dl.:ALLAIIO. HOLES UNLESS HOTCD D1HCRv1 Sr ON Ar4.6H CHAR I. SEE SAC. Or THIS S CET. 1'3 FLORIDA CA7RUDERS 1000 SERIES SLIDU4 GLASS DOOR IS SHCv THIS PRINT µS0 APPLIES TO I= SERIES AND 500 SERIES. REVI DESCRIPTION I DATE INI EXTRUDERS LO P I D A INT. INC. SANFOPD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY: BB I APPP.OVED BY: I I ...+•r.:n.x /n: 1".Hr. k.Tf ..,..- _ r.;Vnr.7 C L i I T APCON ANCHOR, CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP 70 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF I 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox. x0 48 X 80 3 3 3 4 4 4 3 3 4 5068 xx., OX. XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 Xx, X. XO 72 X 60 4 4 4 4 a 4 3 4 5 8068 XX, Ox. x0 96 X 80 5 5 5 4 4 4 3' 4 5 10062 xx Ox XO 120 X 8o 6 6 7( ) a 4 4 3 4 5 5080 xx, OX. XO 60 x 96 3 3 3 5 5 5 a 5 6 6080 XX, '0X. x0 72 x 96 4 4 4 5 I 5 15 5 6 8080 XX, Ox. XO 96 x 96 5 5 5 S 5 5 4 6 6 10080 xx X x0 120 x 56 6 A 7 5 5 5 4 6 6 50100 xx, OX. XO 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, X 72 X 120 4 4 4 6 6 6 6 I 7 8 80100 xx OX, XCL 96 x 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 a 4 3 4 5 12068 Ox0 145 1/8 X 80 7 17 9 02) 4 4 4 3 4 5 15068 Ox 181 1/6 x 80 8 10 ( ) 11 ( ) 4 4 a 3 4 5 9060 Ox0 109 1/8 x 96 5. 6 5 4 6 6 12080 Ox0 145 1/8 X 96 7 8 cDl 9' S 2) j5•=i 5=' 15 4 6 6 15080 Ox 181 1/8 X 96 8 11 11 5 5 5 a 6 6 90100 Ox 109 I/8 X 120 5 g 6, .l.-t 1 -:.',6 A 61 : L Dl) 6 I 8 10 120100 Ox0 145 1/8 x 120 7 6 6 7 (DI) 6 8 to 9068 xxx 06 5/8 x 80 5... ..;., 4 4 T' A 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) Z4 . 4 S" " 4 3 4 5I50xxx1785/8 X 80 8 I 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 (D1) 9 02) 5 5 5 a 6 6 15080 xxx 178 5/8 X 96 E 1 11 () 13 5 5 5 a 6 6 ag 5 6 6I 6 I 10I2010xxxlXX5/8 x 120 7 n- in (n 6 66176810 10068 OxxO 119 5/8 x 80 6 6 7 (DI) 4 4 a 3 4 5 12068 OXXO 143 5/8 x 80 7 7 8 (DI) 4 4 a 3 4 5 16068 OXXO 191 5/8 X 80 9 10 (DI) 12 (D3) a 4 a 3 4 5 10080 UXXU 115 D/d X 7b b• 6 7 (DI) 7 7 4 b b 12080 OxxCl 1143 5/8 x 96 17 8 (DI) 9 02) 5 5 15 I 4 I 6 I 6 16080 OXXO 191 5/8 X 96 9 1p (n ) 14 () 5 5 5 4 6 6 100100 OXXO I D/ x "co 6 7 cDI) b I) 7 c 6 e 0 1191 I I I 17 I I I160100OXXO5/8 x 120 10 (DI) 13 0 4 16 cD7) 16 6 DI) 6 e 10 10068 xxxx a x 6 6 4 4 4 4 D 12068 xxxx 1141 1/4 x EO 7 17 18 (DI) 4 I a I a 3 I 4 5 16068 xxxx 89 1/4 x 80 S <D1) 10 (D2) 12 (Da) a a 4 3 4 5 12080 Xxr.x 141 1/4 x 961189 7 e (Du11i S (D2) 5I 5I 515 4I 6I 6I16080xxxx1/4 x 56 S (D1) 4) na) 5 5 4 6 6 100100 xxxx ll7 I/4 x Iz0 6 7 (p1) s b 1) 6 e 10 1_0!00 xxxx I t=1 i/4 x !20 7 I S (D!) I !0 (^3) 6 I 6 I i cD 11 I 6 I e I 10 6010o XXXX 189 1/4 X 120 i3 (D2) 13 (n5, 17 (D7> 6 6 7 (Dt) l0 Q ro FC 2,, ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EO•D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. -Dl- THRU -D7- DES!C-NATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE PEO'D. 2) 'Dl- 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 L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT 'TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS 1N HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. E: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. r EXTRUDERSI- L O R ILA INT. INC. SANF ORD. FL. nc• SLIDING CL=SS DOOR TAPCON GLASS CHt--r- C i V iL N T.S. GA. 4 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 d /- '0,2TlL GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM ,MULLION, DIE #1446 44 oq- FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 yy 0/ - MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES -1 2 & #3 D ° DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) I MULLION ° 1-7/8' DIE NO. 1447 3i1 q PR6. . `• Si.• W SUBSTRATE v MULLION 1/C/ iJ NAME: DIE N0. 1447 v AA TER FILE # v SECTI N B-B v SECTI N A -A NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. W 2) IN MASONRY CONSTRUCTION, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT- LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULL1 111, DIE N. 1447 T ° AREA, DR BB APRVD DATE 3/17/02 EXTERI R ELEVATION:..- - - ---- s ? a• vT/PTA __—_ SCALE, HALF MATE'---- DvG No GEN-0453 f•-PQCRAf2CQ @" PRO lXT TECw+n OGT CORP. 250 INTERNATIONAL PKV\•, M[AIKVOV. FLORIDA 32746 PIO4C 407-BOs-0765 FAx 401-1105-0766 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM T tq FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULUON SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPUCAT10N ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 DING N0: d-0450 MULLI( ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A -A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v v v SEE NOTES o # 2 & #3 SUBSTRATE A A SECTION B-B B CENTRAL,FLOPdDA _: B MANUFACTURER - . EXTERIOR ELEVATION ° NOTES: MASTER FDF, T ATION DETAILS APPLY TO ALUMINUM TUBE MULLION DIE NO. MULLION ANCHOR BRACKET 1) MULLION INS ALL 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON." TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ I1 EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 Q_- 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: JS APRVD: - - - - GATE: /r 3/17,._ 4 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. wT/FT: ---_ ISCALE: HALF MATL: _--- r•_ DW' NO:GE:-_-,D PREPARED BT• PRODUCT TECHUMOCT CORP.. 250 INTERNATIONAL Pgw. . HEATHROw, TLOMDA 32746 PHONC A07-E05-0355 FAX GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 ooAzi FIN VERTICAL S. H. SIZES WDW. WTH. > WDW. HGT. V 18. 000 24.000 30.000 36.000 48.000 53.125 36. 000 506 427 390 379 3, 379 44. 000 319 262 231 215 208 208 48. 000 263 213 186 171 160 160 60. 000 129 102 87 78 68 66 72. 000 72 1 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80543365 / FAX 407 805-0366 CA020037 JAN. 11, 02 01- 1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 &z FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.0001 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 J M I A M I.OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 305) 375-2901 FAX (303) 375-290K CON,riu%croit LICENSIN(: SF:C"I'1ON 305) 375-2527 1.,\X (305) 375.2538 C0.NTR:\CI'01t ENFORCEMENT DIVISION 305) 375.2966 FAX (303) 375.29u3 PRODUCI' CONTROL DIVISION 3u5) 375.2902 FAX (303) 372-63311 Your application for Notice of Acceptance (NOA) of: Entergy Series Single Flush(Embossed) Outswing/Inswing Residential Insulated Steel Door -Impact tinder 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) tinder 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 tl)e South Florida Building Code. Tile expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0720.05 EXPIRES: 03/2-5/2003 Raul Rodriguez Chic\' 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. Francisco J. Quintana. R.A. Director Miami -Dade County APPROVED: 09/14/2000 Building Code Compliance Office s0450001%pc2O00%%templates%notice acceptance cover pabe.dot I 98111111114 1 I go on HURRICANE CODE WOOD -EDGE STEEL DOOR in WOOD Pnnme PRODUCT CERTIPICRTIOfI SHEET oo- o Zo,os (,,ao - f sJr v Valid for the following side -hinged door arrangements: OPRouE DOORS - Bv, (IORIIm HEIGHT: 0313 goo 0 go Single Door DOOR STYLES: 0101 FE 0 0 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel goo 5- panel 5-panel Eyebrow scroll 9-panel with scroll Eyebrow 5-panel 5-panel with J OP 0 —710,0 IMPACT 4ES SGL WE STL WD 0P ntergv Entry Systems Ow " I ` 0 PmVbm 01 prddW :•0- W-M mafu..oK0k3MM. d.spn 00 drdd= d.bd saaw n d anp whom naa.. J Premdor Entry Systems ACCEPTANCE NO.: 00-0720.05 APPROVED SEP 14 2000 EXPIRES August 25, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97-0204.08, which was issued on August 251h, 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 Single Flush (Embossed) Outswing / Inswing Residential Insulated Steel Doors — Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1015-EW, titled "Entergy Wood 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) in order to properly evaluate the installation of this system. I Sl ti 9 1. L aka Ishaq 1. Chanda, P.E., Product Control Examiner Product Control Division 2 of 3 Premdor Entry Systems ACCEPTANCE NO.: 00-0720.05 APPROVED SEP 14 2000 EXPIRES : Auzust 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 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 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 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 at all time. The engineer need not reseal the copies. S. 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 I, 2 and this last page 3. J Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 PREMDOR (ENTERGY BRAND WOOD EDGE) T-0 x 6'-8 STEEL DOOR WITH BUMPER THRESHOLD IN A WOOD .FRAME OUTSWING/INSWING DOORS 37 1/2' MAX 116' x 1 3/4' Ig. STAPLES ks) PER SIDE ' 4, 4' TOP OF DOER TO 8 7 16' E Or HINGE 17 1/2' 1 (TYP.) 31 3/16' TYP. N. HINGES 1[* 910 x 1 1/4' MINIMUM EMBEDMENT 5) PER SIDES ALTERNATE: 3/16' PFH TAPCONS w/1 1/2' MINIMUM EMBEDMENT -31 i/1,6'4 8 x 13/4' SCREWS - JAMBS TO THRESHOLD 2) PER SIDE — 4' 4' B 10 x 2' SCREWS 2) PER HINGE 43 11/16' TOP OF DOOR TO CL•OF LOCK KWIKSET 660 DEADLOC N 5 1/2' A KWIKSET —Z 200 LOCKSET _ 81 11/16' MAX 8 x 2' F.H.W.S. 10 x 1 1/4' MINIMUM EMBEDMENT ALTERNATE: 3/16' PFH TAPCONS w/1 1/2' MINIMUM EMBEDMENT 2) @ THRESHOLD 2) @- HEADER B i 4' OUTSVING (VIEW FROM EXTERIOR) 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. APPROVED AS COMPLYING WITH THE B. MASONRY OR CONCRETE CONSTRUCTION WHERE SOUTH ORO BU4 INGCODE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY oArE /g,tovo STRUCTURAL WOOD BUCK. 9Y L L-! _ I - "^%44 C. MASONRY OR CONCRETE CONSTRUCTION WHERE 1/4' GAP MAX. O .. 81 11/16' INTERIOR79 5/16' MAX 2 BY WOOD BUCK J SECTION B-B INSWI.NG 2 BY WOOD BUCK 4.563' O EXTERIOR 010 x 1 1/4' MINIMUM EMBEDMENT' OR 17 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB 1.25' 0 APPROVED AS CDLIPLYING VKTH'kE SOUTH BN IN y p o PRODUCT COMMIL DMS10HBVIL01NGCODE6OMpLLANCE OFFICE ACCEPTM# 010 x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB 11 UNITS SHALL BE INSTALLED ONLY OVERHANG SUCH THAT THE ANGLE BI TO SILL IS LESS THAN 45 DEGREES. NON -HABITABLE AREAS WERE THE U ACCEPT VATER INFILTRATION. PRFSSUR RA' WERE VATCR INFILI j EOUIREttENI IS NEE i Positive Not Agl2rovE NeQative Not Approve MATFRIAI C I TU ITEM NO. DESCRIPTION PARE NUMBER O VOOD-HEAD JAMB EV-12' I , 20 COMPRESSION VEATHERSTRIP Ox 3O VOOD-STRIKF JAMBEV-10 4Q FIXED THRESHOLD 5Q TOP CHANNEL EV-OS STEEL SKIN 26 go. (.017 +.002 70 POLYURFTHANF FOAM cngF BASF FOAM - DEN E1O BOTTOM CHANNEL 9O VOOD LOCK BLOCK EV-08 VOOD STRIKE STILE EV-07 1 11. VOOD HINGE STILE EV-06 1 11. LOCK FILLER PLATE EV-09 050 4' 4' HINGF EW-15 097 O WOOD -HINGE JAMB EW-11 11/ 110 x 3/4' VOOD SCR VS 4) A10 x 2' F.H.V.S. 2) S O. 110 FMVI V/MINIKM 1 1/a' EM DIQNI (R y am, 6' PfH 1 V/MIN MJI M NI HID x 3/4' F.H.W.S. 2) S N8 x 2' F.H.W.S. 2) A 0 LOCKSET VIK' DA DE LDIIM IMESS b1ED, fRAC D[C. ' AN& IMMIX RESS MII[D, SID. Oil. I[L'S. DADS A ADDS LIR PARE RA: I DR. BY DALE - MIT: PODOR ENTRY SYSIEMS 911 1..Ef f [RSIPI PII1SBlRG, KS. 66762 0 O O 2 X WOOD BUCK 36.00' MAX NOMINAL) INTERIOR U / 1 1 1/ I11111 Ll IDL LWILIV I U .3t KC W 11V 1 U WUUU UK 3/16' PFH TAPCONS W/1 l/2' MINIMUM EMBEDMENT 3 7.50' MAX SECTION A -A INSWING APPROVED AS COMPLYING V.Ttli THE SOUTH F OA BUI DING CODE DATE /q y eo• BY S4„ 1 • LL4..j , PRODUCT CONTROL DIVIStON BUILDING CODE &MPUANCE OFFICE ACCEPTANCE N0, GAO- O_ ]_ 2p .0 S 1/4' GAP MAX. DA LIKIIS RESS NOTED, FRAC. DEC ! ANF) XiRUSIIWi UNLESS OR SM Wit. IQ'S. 0 DAE A lAQ1 UR PART NAlQ: DR BY DAL( _ AAIt: PREMDOR ENTRY SYSTEMS 911 C..CFF[RS[W PIIISIA, KS. 66762 0 1/4' GAP MAX. 81 11/16' I MAX EXTERIOR 79 5/16' 2 BY WOOD SECTION B-B OUTSWING 2 BY WOOD BUCK t#10 x 1 1/4' MINIMUM EMBEDMENT OR 17 3/16' PFH TAPCONS WITH 4.563' 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB VA O 1.25' O aPPROVEDTa.T)OMKyV4G AMlTHE 230 emn CODE CATEOBY TSB. 1 •LL.44 RROOUCTw;, OM ION EUI4DI tG V=E 6WAW CE OFFICE ACOSTLA X NO. W Ol Z.O. O ,57' INTERIOR 17 H10 x 1 1/4' KNIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB DESIGN o Z" RFWUIR Positive S .0 osF UNITS SHALL BE INSTALLED ONLY AT LOCA OVERHANG SUCH THAT THE ANGLE BEIVEEN 1 TO SILL IS LESS IHAN 45 DEGREES. UNLESS NON -HABITABLE AREAS VHERE THE UNIT AND ACCEPT VAIER INFILTRATION. MATFRIAI C I PU ITEM NO. DESCRIPTION PART NUMBER 0 VOOD-HEAD JAMB EV-12 I I, 20 COMPRESSION VEATHERSTRIP X V - T AM EV-10 BUMPER THRESHOLD SQ TOP CHANNEL EV-05 STEEL SKIN 26 ga. (.017 {.002 7O POLYURFTHANF FOAM CnRr BASF FOAM - DEN BOTTOM CHANNEL 9O WOOD LOCK BLOCK EV-08 WOOD STRIKE STILE EV-07 I IT. WOOD HINGE STILE EV-06 1 H. LOCK FILLER PLATE EV-09 050 4' 4' HINGF EV-15 097 O WOOD -HINGE JAMB EW-11 11/ N 0 x 3/4' WOOD SCREWS 4) S 1110 x 2' F.H.V.S 2) S O 110 PHVS V/N1N 11)4' ENBEHNI (R m . PPH IAMM V/N N N Nf RIO x 3/4' F.H.V.S. 2) S 118 x 2' F.H.V.S. 2) AIVIK! 0 LOCKSET DAD[ LIMIIS UUSS DIED, FRAL aL AN(< KIRUSI[WS LP1[SS N01[D, Sift [OMl. 1Dl'S DADE a ADDE L IR. PART X* D2 BY R. MI[ - -w I MAII: PREMDOR ENTRY SYSTEMS PIIISBUR6, KS. 66162 2 X WOOD BUCK li ' r111I LI-I UL U... LIY 1 Uf JI,.RL W IIV 1 U WUUU UK 3/16' PFH TAPCONS W/1 1/2' MINIMUM EMBEDMENT 37.50' MAX SECTION A -A OUTSWING APPROVED AS COMPLYING VIRH THE SOUTH FL I BUILDI G CODE DATE 14, ZOoo BY_lSuu PRODUCT CONTROL WPM BUILDING CODE COIRVANCE OFFICE ACCEPTANCE NO. QaQ72o -1 S 1/4' GAP MAX. DAD LINII& K(SS NDIED, fRAC. D[C ANL EXIRUSION&- UNLESS NDIED, S10. CDIil. al DAD A DD LIR PAR[ NX: DR BY R.S. I DAIS - BAIT: PREMDUR ENTRY SYSTEMS 9111. IFF(RS(N PIIISBUR6, KS. 66762 U I HLH BLIHk SLAB STYLES (FLUSH/EMBOSSED) 36' MAX 10T I I 13 C3 79 5/16 MAX BLANK TOP 6-PANEL 4-PANEL 4-PANEL Ong HBO goo 9-PANEL 67 60 69 8-PANEL CF Ono coo goo 1300 no 10-PANEL 18-PANEL FLUSH 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW W/SCROLL EYEBROW W/SCROLL APPPOVEO AS CONPLrING WTH THE bOVfHF RI UILDMGCO DATE k6av / ZOo• Br_j I.ca I-Lla,,a PRODUCT CONTROL ONISION BUILDING CODE LIOMPLWtCE OFFICE ACCEPTANCE N0. Cp ^ D7 2 0.OS S- EY LIXIIS UN((SS N011D, (RAC KIRUSI@14 LRBS NDI(D, SR C@11. DIE AN(} IQ'S. A l IR PaRr : c PREMOOR ENTRY 911 C. IFURSDN PIIISBUR6, Ki 66762 SYSTEMS TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857E Address 1 VENETIAN BAY Address 2 LOT 81 Jurisdiction: CITY OF SANFORD General Buildina Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210. ALTAMONTE, FL PE#33709 Or Building Designer: I. Alpine Engineered Products Design Software 1 Seal Date: 02-Feb-04 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: R-1 H3 R-2 H4 R3 E.17 R-4 EJ4 R-5 EJ5 R-6 Cis R-7 CJ3 R-8 CA R-10 R-11 R-12 R-14 R-15 R-16 (2PLY) R19 R-20 R21 R-22 R24 R30 R31 V1 V2 V3 V4 V5 V6 V7 H1 37 Plus Standard Details P";111EWED CITY OF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 601 HOLD Tnpb,(, T/ rAry(D T.S 12 I I 8 DAG: f CN d.00K I V2' ON FKALE TALL, c)MYTH LUMDU GO ROOF TRU55 DIVI510N 2722 50UTH APOPKA 6LVD. APOPKA, FL. 32703 407) 2qq - 1522 FAX (407) 2cH - g153 Engineering Gertiflcate 0f Authorization x g21(5 NOTES 0 n D THE MUM-) Erfar^lfY To VEfrY TOP" FLACB104T FLAN AFD TEVYf DEWJ PEAT1455 YiAMT FELD cave rri AID PewN INTENT. 109901Yi KGTYN 41A AN AM HTI51 yu4EP ------ DATE 2) RV15M IAAT N07 DE CUT CC ALTNCD H AIN WAY WTflg 7R An17f41TF/AIUI DY WYTH MP5,5 CQrAW. RVY#, THAT AM CaT CW ALTUID a IMACED AT "TON", E7F1rG 41 DACK(1 aC'O OF ANY KIa WLL NOT DE COPVEQD WITHgTT FMOE MNIEW AIL WIST TEN CQADN7 DY %IYTH 1RUS5 (A.rANY. DETAILS: 1 7'aQ TO HD W T7'.ECAI.@DATION5 FOE IU VU486 MTALLATUITk AD TEfrOrAEY CKACNW @8 TO DOEEtHF DEAWfWYA FCC FUILVANT DWAGB ¢OUMP 2) ALL TIVY#, D,f1.l0M Tgl/t, UM VALLEY FEAkM LII,T OC CArLERLY WO CD of ODC TO VALLEY ME DETALS W, ALrEoare DEAGD CEasZaTT, 3) ALL VALLEYS TO DE C4MEIIMa LY HALED DY MILD r 4) NTE MW LOAD DEAFIJ5 WALL, II NOTED Or rr iAAI TTOlc ULE'h, II Wd= M Penen PF FL LTG. No. 4Z704 Ce' • HUS26 OR THD26 Q) - HHUS2e-2 OR THD26.2 m • HHUS26.2 OR THD26.2 m- HHUS46 OR THD46 HGUS26.2 OR THDH26.2 0 - HGUS25-2 OR THOH28.2 D - HGUS263 OR THDH26-3 O - SULIR210 OR SKH210L/F HGUS4e OR THOH4a THA422 OR MSH422 D - THAG422 OR MSH4221F a. HUC410 OR HD4101F The Truss Engineees seal, when apppIlied confirms the pplacement of the truss framing as it relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The bulding design professional has final approval of the tens framing and/or truss placement plan. The design of the temporary and pennanenl bracing, thea diaphragm system, shear wags and structural elements to resist lateral loads fmm wind and/or seismic activity Is the responsibility of the bulding design professlonal. Additional approval by the building design professional shag inclu e, bu not be limited to, design loading, lengths, profiles, pitches and depths. 0 - THJA20 OR HJC25 14WRACTOC M00c)ON HOM I971 .G. 6ROOKW00 ePPm-`l`T T VENETIAN De LAYOIAr ID DEev LZIU!)lt - K-1) THIS DWG PREPARED FROM GAP -LITER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8(B5R) 1-4.0 ty 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2 X 4 III 3X6 (A1) 1-4.0 t 0-0-0 0-0-0 I 11-6-0 28-6-0 LE 40-0-0 Over 2 Supports I R=1561 U=480 W=8' R=1561 U=480 W=8" 9-4-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:8 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REOUIRE E1IREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I PSTITUTC. SB] O'ONOFR IO OR.. SUITE 200. MADI SO N, 41 57719). FOR SAFETY PRACTICES PRIOR TO P ERF ORNING THESE FUNCTIONS. UNLESS OTHCRWI SE INDIC AIED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE1., OR,O'/j CO NIIECTORS ARE MADE OF 20GA ASTM A663 GR AO GAL v. STEEL. EICEPT AS NO iE D. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R L(1IFI• ••• A . • v %'i A ! G ; i 2 f No•!i%D4 1 'STATE OP , Aiy .,, T NyM,c T C T C BC BC T 0 T L L D L DL LL LID. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF cPSF P S F R E F R 3 5 2-- 8 5 1 1 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.2991522 FAIL: 407-299-9153 DATE 0 2 2 4 0 3 DRW SLTUSR352 03055072 SLT-ENG WMR S EON 33855 DUR.FAC. 1.25 FROM SFPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION 119218 DRAWINGS 160 A- Z.IHE SEAL ON INIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPDX5181LITY SOLELY FOR THE IR USS COMPONENT DESIGN SHOWN. THC SUI TAB III IY AND USE OF THIS AX S;OTPiT1F099611SECTIONPARIICULAR BUILDING IS THE RCSPO NSIBILITY OF THE BUILDING DESIGNER. PCR ry 4P Feb 24 '03 SPACING 24.0" JREF 71SOK352 '02 Z21857E - R-2) 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 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 1.4-0 h 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2X4 III 5X6= 5X6= 3X8 2 X 4 III 2.5X4 6 r 6 5X6 5X6 3X8= 5X14 = 2-8-0J 2.95 2X4111 + 9-4-0 6X10= 6X8= 2X4III 2 X 4 III 3X6(A1) 1.4.0 h 19-0-0 z-o-o 19-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 /F•L 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND M e T L. L L 20.0 P S f R E F R 3 5 2-- 8 5 1 1 2BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1ee-- INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. HADISGW. YI 57719). FOR SAFETY PRACTICES PRIOR TO )FI ••.;. VI% P ERF ORNIMG THESE FUHCT IONS. UNIESS OTHERY IS INO IC4 TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t C••4.•.C T C D L 7.0 P S f DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CCILIIIG.t ROOF TRUSSDIVISION • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED ( NO.42704 BC DL 10.0 PSF DRW SLTUSR352 03055073 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7 • c APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WIIX APPLICABLE PROVISIONS OF NOS (NATIOIIAL DESIGN j B C L L 0.0 PSFF S L T- E N G / W M R S ECIF IC AT ON PUBLISHED BY 111E AMERICAN FOR CST AND PAPER ASSOC IA 1011) AND iPi. ALPINE t7fJAW STATE OF Jt,Q` 407-299.1 522 COHC TORS ARE MADE OF 20 GA ASTM A6IC GRAD GAL Y. STEEL. EICEPI AS NOTED. AP LY CONNEC T0R5 TO VAt. f V TOT. L D . 37.0 P S F S E 0 N - 33860 F FAx: 407.2999153 yti0R10r' EACH FACE OF TRUSS, AND OGA AS OTHERWISE LOCATED ON THIS XCSIGH. POSITION CONNECTORS PER T"C1 PROFESSIONAL ENGINEERING DRAWINGS 161 A-2 THE SEAL ON THIS gRAWING-WDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IVA E . D U R .PAC . 1.25 FROM SF RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFALTTTTORRATION#9216 ANSIE COMPONENT FOR ANSECTION U PARTICULAR BUILDIIIG IS THE RESPONSIBILITY OF THE BUILDIIIG DESIGNER. PER Feb 24 SPACING 24.0" JREF 1SOK352_Z02 L6107/t - K-3) THIS DWG PREPARED FROM C4#IP4JTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= 3 X 6 % 2.5X4 s 5X6 7X10= 5X6= 2.5X4 = 2.95 2-8-0 2X4 Ill 2.5X4 ill 1 9-4-0 2X4 Ill 7X8= 2X41II 3X10 (f 1) 2X4 III 2X4 ill 3X6 (A1) 1-4-0 r 1-4-0 t 11-6-0 7-0-0 6-0-0 17-0-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL - 1 R - Scale=.1875" Ft. WARNING TRUSSES PEOUIRE EIIREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI • (TRUSS PLATE I NSTIiVTC. SBJ D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PR ION TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID COILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DC SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNS SP COIF iCAT10N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNCC TORS ARE MADE OF 20GA ASIN A65J 6R A0 GALY. STEEL. EICE PT AS NOTED. A PLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 10"M rjy 1.03%IFIC,q`'• V/ f3 f NO.42%O4 1, STATE OF 1• J T C T C BC BC TOT. ILL D L DL LL LD. 20.0 7.0 10.0 0.0 37.0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 8 5 1 1 3 S M YTH LUMBER CO. ROOFTRu55DIvisioN 2722 SOL1TTi APOPKA BLVD. APOPKA. FL 32703 407-299.1 522 FAX 407-2999153 DATE 0 2 / 2 4 / 0 3 DR4! SLTUSR352 03055074 SLT-ENG WMR SEON 33862 OUR.FAC. 1.25 FROM SFPROFESSIONALENGINEERING CFRT7FICATEOFAuTNORDATION0921E1 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES AC CC TANCE OF PgOFESSIONAL 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. E` OR O•.•• Feb 24 SPACING 24.0" JREf 1SOK352 7.02 L4100/C - K-9 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 IOTAL LOAD. 5X8= 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 2X4111 5X6= 3Abf% 5X6 5X6 6 1— 6 A) 5X= 3X6 3X6 (A1) 2.95 2-8-0 2X4111 ( A) B3 + 9-4-0 7Y1n— iX17= Gvti- 3X8 (65R) 2X4 III 14-2-0 OPTIONAL INTERIOR BEARING 1.4.0 1-4-0 15-0-0 10-0-0 15-0-0 11-6-0 28-6-0 Le 40-0-0 Over 2 or 3 Supports R=1561 U=486 W=8" R=1561 U=485 W=8' R-1761 U-586 W-4' PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANOL111G INSTALLING AND B0.ACINGI, PUBLISHED BY TPI (TRUSS PLATE IN$II TUT E. SBl D'ONOFRIO DR., SUITE 200. MADISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESC FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF THIS OESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPOII SIBLE FOR ANY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO AIX( IFl '•, rAS .' 'C*. i9 fG NO.42704 T C T C BC L L D L DL 20. 7. 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 8 5 1 1 4 DATE 0 2/ 2 4/ 0 3 S MYTH LUMBER CO. ROOF TRUSS D1vISION DRW SLTUSR352 03055075 SLT-ENG IJMR2722SOUTi1APOPKABLvD. APOPKA.FL 32703 407-2931 522 FAx 407-299rJ153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. MANDL ING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC If SCAT ION PUBLISHED BY THE 4MERICAN FONCST AHD PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN 4657 GRAD GALY. SiEEI. E[CFPT AS NOTED. APPLY COIINCCi0R5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t t STATE OF ; QR\0,.•• S NAL BC TOT. LL LD. 0.0 37.0 PSF PSF SEON 40502 T DUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERING CERTIFICATE OF AUTIHORI7ATTON#9218 DRAWINGS 160 A -I. THE SEAL OM THIS DRAWING 64OMATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSP0 SIBILIiY SOLELY FOR THE TRUSS CO40NENT 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 Feb 24 '03 SPACING 24.011 JREF - 1SOK352_Z02 441OD/L - K-D PHIS DWG PREPARED 6ROM C9F.&UTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP.#3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10(F1) 1-4-0 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 2X4111 2.5X4= 2X4III 5X8= 5X6 5X6 6 6 T1 2.5X4= 5X12 2.95 = 2-8-0 2X4III + 9-4-0 7Yin= AYR- 2Ydm 2 X 4 III 3X6 (Al) 1-4-0 i RE 13-0-0 14 0 0 13-0-0 11-6-0 28-6-0 LE 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EiTRI1IE CARE IN FABRICATION. HANDLING. SHIPPIIIG, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i NSiI TU TC. SB7 O'ONOFRIO DR., SUITE 200. MADISO N. WI 53719). FOR SAFETY PR ACiiC ES PRIOR TO FERFORHIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED R,Rx- TIFF• IG T C C ILL D L 20 7.0 D P S F PSF R E F R 3 5 2-- 8 5 1 1 5 SMYTH LUMBER CO. CSTRUCTURALPAIIELS,BOTTOM HORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. T DATE 02/24/03 DRW SLTUSR352 03055075ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.4"%Q4 BC DL 10. D PSF 2722 SOUTH APOPKA BLvD. PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 71fBUILDTHETRUSSESINCONFORMANCEWITHTPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t• BC LL D.0 PSF SLT-ENG WMR 407-299.1 522 5P EC IFIC A1ION PUBLISH CD BY THE AMEN ICAN FOREST AHD PAPER ASSOCIATION) AND TPI ALPINE ti, Q.f FAX: 407-2999153 CONNECTORS ARE MADE OF 2El ASTN A65J GP10 GAL STCCL. CTCEPT AS IIDICD. APPLY CONVECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS/pNAt OR1•' TOT. LD. 37.0 PSF SEON 33866 D U R F A C 1 2 5 F ROM c FPROFESSIONALENGINEERING DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING GERTIFIGTE OF AUTHORIZATION U9218 RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U5E OF THIS CN SI/7PNT1FOR ANSEPARTICULAR BUILDING IS THE ITOF THE BUILDING DESIGNER. PER Feb 24 '03 J SPACING 24.0" JREF 71SOK352 'D2 cua Yt - K-D I nl3 uNu rmtYAMtU rKVrl UVnrUICK 1nrUI (LUAUS O Ul rltn3LVIY3) 3VDrl1I ICU DI IKU33 rlrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIF LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 3X10(F1) 95 1-4-0 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FRO14 ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X6= 6X6= 5X6= 2.5X4 % 2.5X4 6 r W9 6 A) 2X4111 7X10= 5X10 = 2-8-0 2.95 9-4-0 2X4 III 2X4111 5X10= 5X6= 2xa III 3X6(A1) 1-4-0 h 11-0-0 18-0-0 11-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSIITUTE. 507 D-ONOFRIO DR., SUITE 200. NADISON, WI 57719), FOR SAFETY PRACTICES PRIOR 1O PERFORM I FIG THESE FUNCTIONS. UtI ICSS OTHERWISE INDIC AWED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tIFI Cu••• l(A r:• T C T C L L D L 2 0.0 7.0 P P S F S F R E F R 3 5 2-- 8 5 1 1 6 DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING E NO.4Y%O4 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN. ANY FAILURE TO 17N * j* BC DL 10.0 PSF DRW SLTUSR352 03055077 2722 SOLITFI APOPKA BLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH iPi. OR FABRICATING. HANDLING. SHIfP111G, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t 1 f BC L L 0.0 P S F S L T - E N G / WM R 407.299 1522 SPECIFICATION PUBLISHED BY THE AM CR IC AN FOREST AHD PAPER ASSOCIATION) AND TPI. 4LP INEAGA O R,O• I CONNECTORS ARE MADE OF A11. A657 GRAD GALY STEEL. EICCPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON 33868 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC. 1.25 FROM SFDRAWINGS160A-7. THC SEAL ON THIS DJAWING PNDIdATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING a PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORCEATION#9218 RES'ON SIBILITY SOLELY FOR THE TRUSS COMPO PLEAT 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. Feb 24 '03 SPACING 24.0" JREF 1SOK352 Z02 Z21857E - R-7) THIS DWG PREPARED 5ROM COM:UTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 J 2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X10(F1) 1.4.0 y 120 MPH WiND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WiND TCDL=5.0 PSF, WiND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= UAU= J AV - 3X6(A1) 1-4-0 Ige 9-0-0 _1_ 22-0-0 _1_ 9-0-0 ''_1 i 11-6-0 T` 14-7-12 --1 13-10-4 II 40-0-0 Over 2 Supports ' I R=1561 U=493 W=8" PLT TYP. High Strength, R=1561 U=493 W=8" 9-4-0 Wave TPI95 R Desi n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFE0. TO Mid-91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE I tISii TUTE. 503 D'ONOFR IO DR.. SUE 200, HADISON, YI 53719). FOR SAFETY, PRACTICES PRIOR TO PEERFORXINO iHC SC FUNCTIONS. UNLESS OTHERYI SE IIID ICATED. TOP CHORD SHALL HAVPROPERLY ATTACHED A- A• 9// IFI( r !,/A T C T C L L D L 20. 0 7. D P S F P S F R E F R 3 5 2-- 8 5 1 1 7 DATE 0 2/ 2 4/ 0 3 MYTHLUMBERCO. STRUCTURAL PA11El $, BOTTOM CHORD SHALL HAY[ A PROPER IY AT TACMCD RIGID COILING. 3-7 [:' APDRW SLTUSR352 03055078 ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN i0 THE INSTAIlAlION CONTRACTOR ALPINE ENGINEERED f NO"4"1%04 BC DL 10.0 PSF 2722SOLmlAPOPKA9LVD. PRODUCTS. INC. SHALL NOT B[ RC SPONSIBLE FOR ANY DEVIATION fROH THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN COMFORHANCC VITH TPI: OR FABRICATING. 1 ,y S L T- E N G / W M R APOPKA, Fl_ 32703 HANDLIIIG. SHIPPING. It15TALLIXG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 : 1 STATEOF BC L L 0.0 P S F SEON 36336 407-299. 1 522 S PCCIF IC AiION PUBLISHED RT THE ANER IC AN FOq(S1 AND PAPCR ASSOC IATIOX) AND TPI AL IXE CONNCCi0R5 ARE MADC OF 206A ASTM A657 GRAD GREY, STEEL. EICCPi AS NOiEO. APPLY CONNCCTORS TO 1• A(•` I V/ TOT. LD. 37.0 PSF FAX 407.2999153 EACH FACE OF iq USS. AND URLCSS OTHERY ISO LOC AiED ON THIS DESIGN, POSITION CONNCC TOgS PER OR`O V N""• D U R F A C . 1.25 FROM SF PROFESSIONAL ENGINEERINGDRRAVINGS 160A•T. THE SEAL ON THIS GRAYING IXDICAT [S ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY CERTIFICATE OF ALRHORVJL710N Jt921B SOLELY FOR THE TRU55 COHPOHCNT DCSIGN SXOYN. THE SUITABILITY AND USE OF THIS ANT1 1"TIFO99ANY EC i'OINC IAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DCSI6NCR, PER Feb 24 SPACING 24. 0" JREF 1SOK352 7 D2 LC105/t - K-O TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1.lI V SRC-M RVI"1 I-- I - I-.1 L-1- 6 -1- - - 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6III 5X6= 8X8= 5X6= 6X6= U 2.5X4 III 4X6 (Al) 4.0 22-4- 7X6= 5X4= 5X4 (R III 7X6= 2.5X4III I_ 7-0-0 _1_ 26-0-0 —1— 7-0-0 _1 40-0-0 Over 3 Supports R=1365 U=717 W=8" R=3898 U=1944 W=8" R=904 U=487 W=8" 9-4-0 PLT TYP. Wave TP195 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 ANDree. M M T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 1 8BRACINGRCFERTOHIB•91 (HAIIOLING INSTALLING AND BRACING). PUBIISHED BY TPI (TRUSS PLATE INSTITUTE. 5B7 D'ONOFRIO OR.. SUITE 200. MADISON. WI 57719). FOR SAFETY PRACTICES PRIOR TOp'tlFlf'`:/w T C D L 7. 0 P S F DATE 0 2 2 4 0 3PCRFORMINGTHESEFUNCTIONS. UNLESS OTHERVISE INDIC RICO. fOP CHORD SHALL HAVE PROPERLY ATTACHED r" „4 (' S MYTH LUMBER CO. STR UC iURAI P411EL S, BOfTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F ; wq y RooFTRussDrvlslorj "IMPORTANT' FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f,.42704 G BC DL 10.0 PSF DRW SLTUSR352 03055079 PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0 . D P S F S L T - E N G 4JM R r APOPKA. FL 32703 BRACING OF TRUSSES. IRIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'QS STATE OF Q / 407-299.1522 SPECIFICATION PUBLISHED BY iHC AM ERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE 7 1 @ p.f `VCONNECTORIARCMADEOFAGAASTMA653GRADGAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V 0F1 0 •• V TOT . L D . 37.0 P S F S E 0 N - 33454 T FAx 407.2999 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1•. •• PROFESSIONAL ENGINEERING DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING I,BpIC ATES ACCEPTANCE OF PROFESSIOIIAL ENGINEERING S NAt ° DUR.FAC. 1.25 FROM RH R ESPOOSIBILITY SOLELY FOR THE TR U SS COMPONEIII DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORDATION#9218 COMPONENT ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 SPACING SEE ABOVE JREF 1SOK352_Z02 4410D/t - K-IU) THIS DWG PREPARED PROM COMIt1TER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T3 2x6 SP #2: B3 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6 (R) III 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 2X4III 6X8= 9-4-0 5X8 3X6(A1) = 2X4 III 3X6(A1) 1-4- E 26-0-6 1 1-4-0 13-0-0 1 14-0-0 1_ 13-0-0 I 12-7-0 6-10-0 1` 20-7-0 fE 40-0-0 Over 3 Supports R=1107 U=378 W=8' R=1308 U=336 W=3.5' R=707 U=283 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale 1875" Ft. YARNING'• fRUSSCS REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INAND BRACING. REFER TO IIIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSfI TUT E, SB7 D'ONOFR IO DR.. SUITE 100. MADISDN, XI SJI 9). FOR SAFETY PR ACTICCS PRIOR TO PCRFOR MING THESE FUNCTIONS. UNLESS DIH[RWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED e _ t lFl(•.• r• i!_ )•'; T C L L T C D L 20. 0 P S F 7. 0 P S F R E F R 3 5 2-- 8 5 1 1 9 DATE 0 2 2 4 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAY[ A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF iMIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a 1 N0.42704 ROOFTRUSSDMSIONPRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY OEVIAT ION FROM THIS DESIGN: ANY FAILURE TO 1- * BC DL 10.0 PSF DRW SLTUSR352 030e_C50804SLT- ENG WMR 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S ^ j S STATE OF Q` BC LL 0.0 PSF 407. 299-1 522 FAx: 407-299,91 53 SPECIFICATION PUBLISHED BY THC AHERICAN FOREST AND PAPER ASSOCIATION) AND I.ALPINE C ON WECTOR1 ARE MADE OF TOGA ASTM AGS7 GRAD GAL Y. STEEL. EXCEPT AS NOTED. A PLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER p Omot. a C • c TOT . L D . 37.0 P S F S EON 40459 DRAWINGS IGO A•Z. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIiIEERING NAIL PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION#9218 RCSPONS IBILNTA SOL[LY FOR THE TRUSS C0 P ENT DESIGN SNOWX. THE SUiTAB IL ITV AND UTE OF THIS COMPONENTFORANY ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 24 '03 DUR.FAC. 1.25 FROM SF CTION 2. SPACING 24.0 JREF 1SOK352 Z02 LKIODIC - K-il) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 3X6(A1) 5X6= 2. 5X4 = 5X6= 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8= 5X6= 2.5X4 % 2.5X4. 6 r W 6 fl 82 8X14 A 2-8-0 9-4-0 3X4= 2X4111 2X4111 2X4111 83 5X10= 2X4 III 2 X 4 III 3X6= 1.4-0 25-9-12 ,) 3X6(A1) = 1-4-0 ty 11-0-0 18-0-0 11-0-0 19-5-0 20-7-0 LE 40-0-0 Over 3 Supports R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. NAANING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 8 5 1 2 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IN (TRUSS PLATE I NSiITU TC, 583 D'ONOFRIO OR.. SUITE 200. HADISD,. NI 53119), FOR SAFETY PRACTICES PRIOR TO P ERFORNING THESE FUNCiIOBS. UN CSS 0THERWI ISINDICATED. TOP CHORD SHAH HAY[ PROPERLY ATTACHED tlFl(•••••. 3-7.'• A T C D L 7.0 P S F DATE 02124103 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jf No. 4Z%D4ROOFTRUSSDIVISION 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 t 1 * 0 BC DL 10.0 PSF DR4! SLTUSR352 03055081 S L T - E N G VIM R 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 : BC L L 0.0 P S F APOPICA. FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SPECIFICAT1011 PUBLISHED BY THE ANC,ICAN FOREST AIID PA ER ASSOCIATION) AND TPI. ALPINE, TO TSTATE OF LL P}4 Avvv4OR,O,.'• TOT. LD. 37.0 PSF SEON - 40461 FAX: 407-2939153 CONNECTORS 'REMAD[ OF 20GA ASTM A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOPS PER• VVVv S OIyAL% D U R F A C 1.25 FROM SF DRAWINGS160A•I. THE SEAL ON THIS Dpp AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLCIY FOR 1HE TRUSS COMbON ETIT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS 7 SPACING 24.0" JREF 1SOK352_ZO2 CERTIFICATE OF AtmfORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER f e b 2 4 ' 03 ANSI/ TPI 1-1995 SECTION 2. teldt) t - K-1Z) THIS OWG PREPARED PROM COMPOJTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 :1-2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7X6= 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8= 2.5X4 , 6X6= 2.5X4 = 2X4 III 6X6= L.InI— LAY III 3X6(A1) G A 4 111 3X4= FAO= 3X6 (A1) 1-4.0` _I 1-4-025-9-12 E— 9-0-0 I 22-0-0 I 9-0-0 I fE 40-0-0 Over 3 Supports R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" 9-4-0 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. B• WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDM. RACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITU iE. SB7 D'OHOFRIO OR.. SUITE 200, MAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS aTHERWI SC INDICATED. TOP CHORD SHALL HA YE PROPERLY AffAC HE STRUCTURAL ANELS, BOTTOM CHORD SHALL HAA NO ATTACHED RIGID CEILING. tIFI • G r T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 8 5 1 2 1 S MYTH LUMBER CO. DATE 0 2/ 2 4/ 0 3 DRWROOFTRUSSDIVISIONIHPORTANT•• FURNISH A COPY OF PHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.42704 BC DL 10.0 PSF 2722 SOII'TH APOPKA BLvD. RR ODUCIS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEYIA710N FROM THINIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. E 1 S 1 SLTUSR352 03055082 S L T - E N G /4JM R APOPKA, FL 32703 HANDLG. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF t B C L L 0.0 P S F 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND T I-ALPI IIE A J* FAX: 407.2999153 CONNECTORS ARE MADE OF 20GA ASTM A667 GRAD GALY. STEEL. EXCEPT AS NOTED. A PLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t,OR1'Oter TOT. LD. 37.0 PSF SEON 40384 DUR. FAX. 1.25 FROM SF PROFESSIONALENGINEERINGOR AW INGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER11113 RESPONSIBILITY c af` CERnFIGTEOFAumo zxnON#9218 SOLELY FOR THE TNUSS COMPONENT DESIGN SHOWN INC SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE516NER. PER ANSI/ TPI I. 1995 SECTION 2 Feb 24 'U3 SPACING 24.0" JREF 1SOK352 Z02 LZld!)lt - K-14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I nib unu rn[rAmcu rnvn wr-irvi[n Irnrur Lwnva a vu -¢[IzI Ul-/ r nr n. 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WiND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 9-4-0 2X4 (Al) L-1-4-2 0- 7 -0 1 -5'0..:,j I_ 16-2-0 _I. 5_1-0 _lal 1 12-7-0 8-8-0 Le 21-3-0 Over 2 Supports R=879 U=326 W=8" R=860 U=363 W=4' PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:S FL 1 - R - Scale=.3125" Ft. WARN ING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIHG ACfCR TO HIB9l (HAfDLING INSTALLING AND BRACINGJ. PUBLISHED BY iPl (TRUSS PLATE I NSiI TU TE. TB3 D'ONOFRIB DR .. SUII[ 200. HAD ISO N. WI 53 )13). FOR SAFETY PRACTICES PRIOR TO PERFOJIMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ToCHORD SHAIL HAY[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH,A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NO i BC RESPONSIBLE FOR ANY DCYIATIOH FROM THIS DESIGN: ANY FAILURE TO BU ILO THE (RUSSET IN CO NFOR XAIICC WITH TPI. OR FABRICATING. HANDLING. SH IPPIN6. INSTALLING AND BRACING OF TRUSSES. THIS BESIGN CONFORMS WITH APPLICABLE PROVISIONS OF (IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCRICAN FOREST AND PAPER ASS0CIATIONI AND TPI. ALPINE CONNECTORS ARE HAS. OF ZOGA UNLESS HERW GR AO GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UIIL ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RA- IFI - ci N0.42704 ' 1 t7C 1 ST OF ,•Qt•,. Q` ee('....+`' ` V n A Y T C T C BC BC TOT L L D L DL L L L D . 2 0.0 7.0 10.0 0.0 37.0 P P PSF P P S F S F S F S F R E F R 3 5 2-- 8 5 1 2 2 DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. ROOFTRlISSDIVISION 2722 SOUTH APOPKA BLvD. APOFKA. FL 32703 407-299-1522 FAX: 407.2999153 DRW SLTUSR352 03055083 S L T - E N G / WM R S E O N 33878 DUR.FAC. 1.25 FROM SLCPROFESSIONALENGINEERING DRAWIIIGS 160 A-Z. THE SEAL ON THIS DRAWING IDDI,-ATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING RESPONSIBILITY SOLELY FOR IHE TRUSS COM1'ONEHT D[SI GN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1SOK352_Z02CERTIFICATEOFAUTHORi2AT10Nn9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-19?S SECTION 2. Feb 24 LL143J/t - K-15 THIS DWG PREPARED FROM COMWTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (Al) Q -4.2,j 120 MPH WIND, 11.56 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. 4X8= 2X4 Ill 3X8= 2X4= 0-7-0 v 9-0-0 -3-0 L 12-7-0 8-8-0 fE 21-3-0 Over 2 Supports 'I R=854 U=291 W=8" R=784 U=264 W=4" T 2-2-3 10-0 9-4-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDre BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I XSTIIUTE. 507 D'ONOFRIO OR.. SUITE 200. MADI SO N. NI 5)119). FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDTC STRCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I MFOR TANINC FURXISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. TS. INC. SHALL NO BC RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, MANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND T I. ALPINE CONNECTORS ARE MADE OF 2OGA AST' AG50 GRAD GALY. S7EEL. EICEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN. POSITION CONNECTORS PER M ROOF O.42704 ' 7R 7C STATE OF n ` ORIOP t V n N T C BC BC TOT. L L DL DL LL LD. 2 0.0 7. D 10. 0 0. 0 37. 0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 8 5 1 2 3 SMYTH LUMBER CO. TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407. 299.1 522 FAX: 407-299iJ153 DATE D2/24/03 DRW SLTUSR352 03055084 SLT- ENG WMR SEON 33880 DUR. FAC. 1.25 FROM AF PROFESSIONALENGINEERINGCEIT11FICiATEOFAIITHORCEATION09218 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CIIGINEERING R CSPO NSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIfAB IL ITAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ 1PI 1.1995 SECTION 2. f N 4 Feb 24 'W SPACING 24.0" JREF 1SOK352 Z02 1! LL1O57t - K-10(LYL1 TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE UUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 6X8_ n1J VIIU ErMnLV RVI-1 LV rIrV 11-1 LLVMVJ VII'IC I•J IV 1' 47 JVV1-11I I LU D I IIUJJIlr n. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 3X4_ 3X6= 2X4III 9-4-0 2X4 (Al) _ "' ... 7-0-0 13-8-0 12-7-0 8-1-0 20-8-0 Over 2 Supports R=1407 U=603 W=8" R=1112 U=615 W=4' PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARN 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. 58D D'DROFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLES1 OTHERWISE INDICATED. TOP CHORD SHAH HAYE PROPERLY ATTACHED M ZIFI '•• T C TC L L D L 20.0 7.0 P S f P S F R E f R 3 5 2-- 8 5 1 2 4 DATE D 2 / 2 4 / D 3 S MYTH LUMBER CO. STRUCTURAL PANILS. BOTTOM CHORD SHALL MAYA PROPERLY ATTACHED RIGID CEILIIIG. DRW SLTUSR352 03055085 ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF PRODUCTS. IRE. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71 S L T - E N G / WM R 2722SOUTHAPOPKABLvo. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLfNG AND f BC L L 0.0 P S F APOPKA. FL 32703 407- 299-1 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCR ICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF i 522FAx: 407-299 9153 COIIN EC TORS ARE MADE OF AGA ASTM A657 GRAD GAIY, STEEL. EXCEPT AS NOTED. APPLY CONNEC 10R5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII, POSITION CONNECTORS PER O R% '/ TOT. L D . 37.0 P S F S E 0 N 26974 DUR. FAC. 1.25 FROM SLC DRAWINGS160A"I. THE SEAL ON THIS WAWING INDIL ATES ACCEPTANCE OF PROF ESSIONAI ENGINEERING PROFESSIONAL ENGINEERING R C SP ONSI BILI TY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN, THE SUITABILITY AND USE OF THI5 SPACING SEE ABOVE JREF 1SOK352_Z02 CERTIFICATEOFAUTHORIZATION #921B COMPONENT FORANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMP Feb24ANS I SECTIONU LZIb!)/t - K-19 THIS DWG PREPARED &ROM COMP,JTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 2X4(Al)-m 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT ll, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (Al) 4-,j IL 10-0-0 I 10-0-0 I i -r= 20-0-0 Over 2 Supports R=825 U=289 W=8" R=736 U=207 W=8" 8-0-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.3125" Ft. WARNING'• TRUSSES REOUIRE EIIRCME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING REFER 10 HIB .91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITU iE, 58J D'ONOFR IO OR.. SUI TC 200, "A SON.MI SJ119). FOA IAF E7Y 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•• FURIII SH 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 Q apt IFI ••• 3 •(J- 4j•• f No. 704 TL, T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 8 5 1 2 5 S MYTH LUMBER CO. ROOF TRUSS DIvI510N DATE 0 2/ 2 4/ 0 3 DRW SLTUSR352 03055086 2722 SOLFTTI APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONF ORHANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. PHIS DESIGN CONFORMS NITH APPLICABLE PROVISI ON OF NOS (NATIONAL DESIGN t STATE OF t BC LL 0.0 PSF SLT-ENG WMR 407-299.1 522 FAX 407.299.9 1 53 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF AGA ASTM A65J GRAD GALY, STEEL. CICEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CO HN ECTORS PER A% P ?t V40R1'D TOT L D. 37.0 P S F S E O N 33882 D U R F A C . 1.25 FROM A FPROFESSIONALENGINEERING CERTIFICATE OF AIJTNORRATON#9218 DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIII TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. p"•••••••~• Feb 24 'U.s SPACING 24.0" JREF 1SOK352 Z02 LelOD/L K-LU) I ... I—. .,.— TOP CHORD 2x4 SP 2 120 MPH WIND, 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense 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. Rt Slider 2x4 SP 3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 0-5-3 r 2X4(A1) I_ 9-10-0 1_ 9-2-8 ,I LE 19-0-8 Over 2 Supports R=716 U=213 W=6" R=694 U=209 i 0-8-1 8-0-0 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:6 1 R - Scale =.375" Ft. NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR ACIIIG. REFER TO HIB-91 (HANOLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE 7/y FL T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 2 6 INSTITUTE. 587 D'OMOFRIO DR., SUITE 200. MADISON, vl S7)19). FOR SAFETY PRACTICES PRIOR 10 PE OR I. THESE FUME T ION S. UNLESS OIHERYISE INDICATED. TOP CHORD SMALL HAYC PR OPER IY ATi ACHED STRUCTURAL PANICS. BOTTOMCHORDSHALL HAYC A /ROPERLT ATTACHED RIGIDCEILING. INPORiANT•• FURNISH A COPY OF THIS DESIGN TO THE IIISTAIlATiON CONTRACTOR. ALPINE EHGIOEERED PRODUCTS. INC. SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO G'(ZIFI`•,i 4 7ROOF17 2722 T C BC D L DL 7.0 10.0 PSF PSF DATE 02/24/03 SMYTH LUMBER CO. TRUSSDIvI510N DRW SLTUSR352 03055087 SLT-ENG 1'IMRSOUTHAPOPKAOwD. AFOF1u, FL 32703 407-299.9153 BUILD THE TRUSSES III CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANDtBRACINGOFTRUSSES. THIS DESIGN CONFORMS WICSTTH AP LICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNCCTOR SIARCPNADCSOFD206A THEASTMMA657A GR AORGAIV NSiCCLD PA CR AS CICEPTIASINOT[pN0 TIPi LYACONNECTORS TO EACH FACEOF TRUSS. AND UNICSiOTMERY ISC LOCATED ON THIS D[SIGN. POSITION CONIIECTORSPFRPROFESSIONALU42704OF ; Q' A407-299.1522 O'• f T0T.LD. BC LL 0.0 37.0 PSF PSF SE0N 33933FAX: DUR.FAC. 1.25 FROM ofENGINEERING GEATTFTUTE OF AUTHOREEATTON#9218 ORAWINGS160 A•2. THE SEAL ON IH ISDRAWING INDIFATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SPDII S IB IIITY SOLELY FOR THE TRUSS COMO TIE TIT OESIIN SHOWN. THE SUI TAB IL IY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI,TPI 1.1995 SECTION 2. Feb 24 '03 SPACING 24.0" JREF 1SOK352_Z02 LZIUnIt - K-11 THIS DWG PREPARED FROM COMPIJTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 120 MPH WIND, 10.48 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. k 0-8-118-0-0 2X4 (Al) 1.4-?,j L— 10-0-0 I 9-2-8 I 19-2-8 Over 2 Supports R=807 U=291 W=8" R=696 U=204 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.3125" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLA TC INSTITUTE. SB] D'0110FRI0 DR., SUITE 200. MADISDN, WI 50719). FOR SAFETY PRACTICES PRIOR TO P ERF 00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CXORD SHAH HAYE PR OPE0.LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A Pp OPCRLY ATTACHED RIGID CEILING. IHPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R,q apt lFlcw••, l• V ,* t G m f NO•42704iii T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 8 5 1 2 7 S MYTH LUMBER CO. ROOF TRUSSDIVISION DATE 0 2 2 4 0 3 DR4J SLTUSR352 03055088 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 407- 299.1 522 FAX: 407-29991 53 8UI LO THE TRUSSES IN CONFORMANCE WITH T I. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF1C111ON PUBLISHED iY iH[ AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECi0p5 ARC MADE OF ZOGA A11M ALSO GRAD GALY. STEIL. EIE1P1 AS NOTED. APPLY COIINECIORS TO C ACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON iXIS DESIGN, POSITION CONNECTORS PER 7-, 2 STATE OF ` I A4 t IVY OA,O •• 00 BC TOT. LL L D . 0. 0 37. 0 PSF P S F SLT- ENG WMR S E 0 N 33888 DUR.FAC. 1.25 FROM AF PROFESSIONAL ENGINEERINGCERTTFTCATEOFAUTHORTIATIOTHEs9216DRAWINGS IGO AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A110 USE OF THIS AOS;OiPE; TIFOR99 ANSE CTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 '03 SPACING 24.0" JREF 1SOK352 Z02 Lelt$5lt - K-LLJ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 5X4= 6 U lul U Un 2X4 (Al) h 2-8-0 _1_ 7-11-0 _1 ile 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 inIJ unu rncrnncu F-11 wnruiLn Lwnu.a vIFILIT vnol ii „w . in ui n. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. T 1-II8-3 8J11 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING'• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M A T C L L 30.0 P S F R E F R 3 5 2-- 8 5 1 2 8ACIFIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE /r INSTITUTE. 583 D'ONOFRIO DR.. SUITE 100, MADISON. WI 53719). FOR SAFETY RACTIE ES PRIOR TO PEERF ORNING THESE FUNCTIONS. UNICSS OTHERWI SC INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED ZIPS••• T C D L 1 5 . 0 PSF DATE 0 2 / 2 4 / 0 3 SMYTH LUMBER CO. STRUCfUR AI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH CD RIGID CC IL ING. 3`J(` p ROOF TRUSS DIVISION • IMPORTANT•• FURNISH A COPY OF 1HIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 S BC DL 10.0 PSF DRW SLTUSR352 03055089 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA811CATING. HANDLING. SHIPPING. 111$TALLIHG AND 7R j B C L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BR AC IIIG OF TRUSSES. THIS DE SIGH COFIF ORMS WITH AR LIC ABLE PR OYISIO NS OF NDS (IIAIIOFIAL DESIGII STATE OF Q` 407.299.1 522 SPECIFICATION PUBLISHCO BY INC AMERICAH FOREST GAL VAND PAPER ASSOCIATION) AND TPI. ALPINE . f. L(V T FAX: 407-299-91 53 EACHCON EFACESOFRTRUSSE ANDOF ZUNLESSGA TOTHERWISE LOCATED ONST ETHISEDESIGN. POSITT ASNOIIONCONNECTORSAPPLY PER TO [ fE WO R10 V TOT . L D. 55.0 P S F S E O N 36334 PROFESSIONAL ENGINEERING DRAWINGS I60 A- I. THE SEAL ON THIS DYAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AL DUR. FAC. 1.33 FROM AF R ESPONTIBILI IY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION a9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 24 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1SOK352_7-02 L41031L - K-44 FHIS DWG PREPARED f,ROM COMPVTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3-2-7 4X8= 2.5X4= 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. L<1-4-B>+E1-7-D>J 0-11 1-4-BY 1_ 5-1-8 _I, 5-1-8 1 LE 10-3-0 Over 2 Supports R=498 U=401 W=3.5" R=416 U=332 W=3.5" 3-2-7 0 m PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale =.375" Ft. YARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSII TUT E. SB3 D'ONOFRI0 DR.. SUITE 200. MADI SO N. WI 53119). FOR SAF EIY PR ACiIC CS PR f OR TO ERFOP. M ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHOAD SHALL HAYC A PROPERLY ATTACHED RIGID CEILING.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 i0 BUILD ILOTHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A. I, BRACING OF TRUSSES THIS DFSIGM CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAIIOH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IN. ALPINE CONNECTORS ARE A6 MADEOF206AASTM53 GRAD GAL . STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER EYX IF1 ..'• r y, r n10.as%Q4 o S t S STATE OF 5: P.f ZOR10 W T C T C BC BC TOT. L L D L DL L L LD. 2 D. 7. 10. 0 0. 0 37. 0 D 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 8 5 1 2 9 S MYTH LUMBER CO. ROOFTRLISSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407. 299-1 522 FAX: 407-299.9153 DATE 0 2 / 2 4 / 0 3 DRW SLTUSR352 03055030 S L T - E N G / WM R SEON - 33891 OUR FAC. 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORQATION N9219 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOMAI ENGINEERING RESPONSIBILITY SOLELY FOR THE TN USS COMPONENT DESIGN SHOWN. THE SUI1 81LITY AND USE OF THIS COMPONENT) FOR ANY SEPARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSIJTPI A/] v Feb 24 SPACING 24. D" JREF - 7 1SOK352 'D2 ttelOD/t - K-3V TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 5.00 TC From 84 PLF at 5.00 to 84 PLF at 15.00 TC From 54 PLF at 15.00 to 54 PLF at 20.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC From 61 PLF at 5.00 to 61 PLF at 15.00 BC From 20 PLF at 15.00 to 20 PLF at 20.00 BC 191 LB Conc. Load at 5.00 BC 197 LB Conc. Load at 15.00 3X6 (Al) LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 2 X 4 III 2 X 4 III 6 F- 2.5X4 = 2.5X4 = 5X6= 6 4X8= 6 F- 2X4 III 3X10111 2X4 III rl 8-0-0 2X4 III 5X6= 2X4 III 3X6 (A1) L1-4-I j I 5-0-0 I 5-0-0 I 10-0-0 _I irE 20-0-0 Over 2 Supports ' 1 R=1372 U=329 W=8" R=1286 U=308 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND . T C ILL 20.0 P S F R E F R 3 5 2-- 8 5 1 3 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONOFRIO DR., SUITE 200, MADISON. YI "'I'). FOR SAFETY PRACTICES PRIOR TO PERFORMING 1HESE FUNCTIONS. UNLESS 0THERVISE INDICATED. TOP CHORD SHALL HAY C PROPERLY ATTACHED ;• lZIFICW,q•'• T C D L 7 . 0 P SF DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r RooFTRusSDlvlslon " IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION COUIRACTOR. ALPINE ENGINEERED j N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03055091 PRODUCTS. INC. SHALL ROT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 1 2722SOViNAPOPKABLYro. BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANDi BC LL 0.0 PSF SLT-ENG /IJMR APOPKA, FL 32703 BRACING OF TR US SCS. THIS DESIGN CONFORMS YITN AFPLIC ABLE PR OYIS IONS OF NDS (NATIONAL DESIGN STATE OF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOR ESI GAL V AND PAPER ASSOCIAi TON) AIID TPI. AIPINC 1. A t{,V r CON C ACHCF ACE SOf RE MAD TR USSE AIID OF 2UIILESSGA iO THCRYISCA LOCATED OI ETHISCOESIGNPT ASPOSIT/ON CONNECTOR SHFCR ORS TO `O R'O [;f P T 0 T . LID. 37.0 P S F S E 0 N - 36338 FAx: 407-2999153 p PROFESSIONAL ENGINEERING ORAWINGS IGO A-2. THE SEAL ON THIS CNAYIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p, D U R . F A C . 1.25 FROM R H RC SPONSIB ILITY SOLELY FOR THE TRUSS COMPO VENT DESIGN SHOWN. IHC SUITABILITY 4ND USC OF iN IS CERTIFICATE OF ALTTNORr2AT10N#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 SPACING SEE ABOVE JREF - 1SOK352_ZO2AXSI)TPI 1-1995 SECTION 2. leldf)/t - K-31 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 1.91 TC From 81 PLF at 1.91 to 81 PLF at 8.25 TC From 54 PLF at 8.25 to 54 PLF at 11.71 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 10.17 BC From 4 PLF at 10.17 to 4 PLF at 11.71 BC 8 LB Conc. Load at 1.98 BC 25 LB Conc. Load at 8.64 5X4= I-- 2.5 X 4 = 3X8= 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. L<1.5-0;L<-1-7-0 J 0.11-0 1-5.0>+ I_ 1-11-0 1 3-2-0 I 5-1-0 I 10-2-0 Over 2 Supports R=607 U=432 W=4" R=522 U=372 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 TY:1 FL 1 R - Scale =.375" Ft. YARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H18"91 (HANDLING INSTALLING AND BRACING)• UBLISHEI) BY i I (TRUSS PLATE INSTITUTE, SBJ D'ONOFRIO OA., SUITE 200. MAOISOM, 41 5)Tl9), FOR SAFETY IRACiICCS PRIOR TOTIFI(',;'•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STR UC IURAL PANELS. l(A • TC L L 20. 0 P S F TC D L 7.0 P S F R E F R 3 5 2-- 8 5 1 3 1 S MYTH LUMBER CO. DATE 02 / 2 4 / 0 3' BOTTOM CHORD SHALL HAY( A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A CO Y OF THIS t N. 4Z704 DRW SLTUSR352 03055092ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. - DESIGN TO THE INSTAIlATiON CONTRACTOR. AL INE ENGINEERED PA ODUCTS, IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 17 7C BC DL 10.0 PSF APOPKA, FL 32703 407-299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PALER ASSOCIATION) AND TPI. ALPINE 1 ; STATE OF 10'./.' BC LL 0.0 PSF SLT-ENG /WMR SEON - 33478FAR: 407-2999153 CONNECi0A5 ARE MAOC OF 20GA ASTM A65) GRAD GALV. SiCCL. EXC[If AS NO1(D. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A•. . 4 VSp Ni TOT. LD. 37.0 PSF D U R . F A C . 1.2 5 FROM A FPROFESSIONALENGINEERING CERTTFIr-ATEOFAUIHORIZAT1ON092IS DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PAOFESSIONAL ENGINEENING RESPONSIBILITY SOLELY FOR THE TRUSS C0MPOil ENT 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 YY {• Feb 24 '03 SPACING SEE ABOVE JREF - 1SOK352 Z02 LL103/1: - V1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 I— 2 X 4 III 2X4(D1) 12-4-3 2 X 4 III 2-8-0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 I nIJ umu rncrNncu rnuri Iu,ruiLn InrUi LLunUJ 0 UIr4 n JIVn 37 JUDr,I IICU DI InV a r- 120 MPH WIND, 13.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale =.375" Ft. YARN ING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR.. SUITE 200. MAOISON. RI $3719). FOR SAFETY PR ACIICES PRIOR TO PERFORMING THESE FUIICIIOIIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA YE PROPERLY ATTACHED M QQ'7w{_ tlFl •••`•, - c; S T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 8 5 1 3 2 DATE 0 2/ 2 4/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IG F ; DR1•J SLTUSR352 03055093ROOFTRUSSDIVISIONIHPORfANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IFN0.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvo. RR ODUCTS. INC. SHALL NOT BE RESRONS ISLE FOR ANY - DEVIATION FROM 7H IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 17C 17{ BRACING OF TRUSSES. THIS OECONFORMS WITH A/PLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q STATE OF t pU C L L 0.0 P S F S L T - E N G / 4JM RAPOPKA. FL 32703 407-299-1522 SPECIFICATION PUBLESNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TORS TM HECTORS TO A( V TOT. L D 3 7.0 P S F S E 0 N - 33918 FA%: 407.2999153 CONHEC ARE MADE OF 20GA ASA650 GR AO GALY SfECI. ETCERT AS NOTED. APPLY CO11 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IHIS DESIGN. POSITION CONNECTORS PER O R,O V D U R. F A C. 1.25 FROM R HDRAWINGS110A". THE SEAL ON THIS OZAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S"`•NAf`4PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS I CERTIFICATE OF AUTTIORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2 Feb 24 ,v SPACING 24.0" JREF - 1SOK352_Z02 ccia5it - Vt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE 01-IG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 61— D1) 11-4-3 2 X 4 III 14-8.0 Over Continuous Suppor R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC . 6.10 OTY:1 FL 1 R - Scale =.375" Ft. YARNING* IAUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND DRACING. RCFCA TO HIB•91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE M. e T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 3 3 INSTITUTE. TB7 D'0 OF OR TUiT[ 200. MAD ISON, WI 57T19). FOR SAFETY PRACTICES PRIOR i0 PEAFORMING THE SC FUNCTIONS UNLESS DIMERWISC INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;t(1FIcw`•,-,/ T C D L 7.0 P S F DATE 0 2 / 2 4 / 0 3 SMYTHLUMBERCO. STA UC TUR AL PANELS. BOTTOM CHORD SHALL HAV( A PROPERLY AiTACX ED RIG10 CEILING. `Y T%•L IMPORTANT— FURNISH A COPY OF IN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r 'BC DL 1D.D PSF DRW SLTUSR352 03055094 ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE 0.E SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE 10 r No.42704 2722 SoUTm APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ! BC LL 0.0 PSF SLT-ENG /WMR 407 299 T 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIASTIOX) AND TPI. ALPINE t STATE OF (A` CONNECTORSAREMADEOF20GAASTMAGT7GR40GALYSTEEL. EXCEPT AS NOT APPLY CoNNfCi0R5 TO S,. T 0 T. L D. 37.0 P S F S E 0 N - 33921 FAT(: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ` O R% •• PROFESSIONAL ENGINEERING DRAWINGS 160 A E. THE SC AL ON THIS DRAWING I INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM RH AESPDXSIBILITYSOLELYFORTHEIUSSCOMPONENTDESIGNSHOWN. THE SUI TAB IIITY AND USE OF THIS VEr 4 7 CERTIFICATE OF AUTHORIZATION #921e IONPOR ANSI/ TPIT1FOR ANSE CPART TIOIC ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 2 _ SPACING 24.0" JREF - 1SOK352 'D2 L4103/t - Vs TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##3 WEBS 2x4 SP ##3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 10-4-3 2 X 4 III Q-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft. WARNING •' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M S." T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 3 4BRACING. RCFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PUTE INSTIiUTE. SB) OOMOFRIO OR .. SUITE 200. MADISOH.NI$J719).FORSAFETY PRACTICES PRIOR TO (t lFl PCRF ORMIHG THESE FUNCTIONS. UNLESS OTHCRVISE 1MDICAT ED, TOf CHORD SHALL HAVE fPOPCPLY ATTACHED l' `(J %•• 'yR T C D L 7.0 P S F DATE 0 2/ 2 4/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r ROOF TRUSS DIV1510Nt • IMPORTANT• C.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 22 _f ND.42704 BC DL 10.0 PSF DRVI SLTUSR352 03055095 ODUTO 2722 SOUTH APOPKA BLvD. BUILD C THE TRUSSES TS. III AIN CONLL NOTFORBEMANCCOVITHL 7P TOR ORANFABRICATING. HANDDEVIATI ON FRONLINGTHISSHIPPINDESIGN:G. A I N Si ALLINGMY E AND jAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DC SIGN CONFORMSWITH APPLICABLE PROVISION$ OF NOS (IIATiOHAL DESIGN k STATE OF Q` BC LL 0.0 PSF SLT-ENG /WMR 407-299 1 522 SPECIFICATION PUBLISHED BY THE ANEMICA IIFOREST AND PACER ASSOCIATION) AND ]P1. ALPINE CONNECTORS A0.0 MADE OF 20GA ASTH A6SJ GRAD GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R,O •• T 0 T . L D . 37.0 P S F S E 0 N - 33926 FAX. 407-299 9153 EACH FACE OF TRUSS, AND UNLESS OTMERVISE IOC CA ON THIS DESIGN, OSI TIOI7 CONHEC TONS PER 4 PROFESSIONAL ENGINEERING DRAWINGS 160 A-7. THE SEAL ON THIS D.AVIHG END IOATES ACCEPTANCE OF PROFESSIOIIAL ENGINEERING -N OUR FAC. 1.25 FROM RH RESPONSIB ILL TY SOLELY FOR THE i0.U55 COMPONENT DESIGN SHOVM. 1HE SUITABILITY AND USE OF THIS 1 CERnFIC:ATE OF AUTT/ 011imn0N#921 B ANSIONE ITT F099511S E SECTION ULAIT BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 24 '03 SPACING 24.0" JREF - 1SOK352_Z02 1116V L - V4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 9-4-3 2X4 III 2X4 01 8-8-0 Over Continuous Support R=74 PLF U=32 PLF W=8-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PL( (rP. wave IPlyS R Uesi gn Crit: IPI SID FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H1891 (HANDLING IN STALlIN6 AND BR AC IXG), PUBIISHCD BY TPI (TRUSS DL ATE INSTITUTE. 5E3 D'0 NOFRIO DR.. SUI I 200. MAD ISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED f•. RI S-•I,IIFI••• PERFORMING r4V T C TC L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 8 5 1 3 5 DATE 02/24/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F : ROOFTRUSSDfVIS10N DR4J SLTUSR352 03055096IMPORTANT•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF 2722 SOIfTH APOPKA BLVD. PRODUCTS. INf. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. 71i S L T E N G WM RAPOPICl,. FL 32703 INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q' B C L L O . O P S F 407-299.1 522 SPECIFICATIOE PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. CCCEPT AS VOTED. A LY CONNECTORS TO ANVVV O T 0 T Fx: FA407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R1O V L D . 37.0 P S S EON 33929 F A C 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS IGO A, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NAIE CERTIFICATE OFAUTNORCEATION#9218 RI IINSIB ILITY SNLEIY FOR THE TRUSS CONPON ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS7 COMIZTPITIFO995NSECTIONECT10NCULARBUILDINGI$ THE RESPONSIBILITY OF THE BUILDING DESIGNER, PCR Feb 24 'D.i OUR SPACING 24.0" JREF 1SOK352 'O2 lI teIts/t - V5) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 6 F— 5X4= 2X4 III 2X4 (D1) 11-4-15 2 X 4 III 2 X 4 III 1— 2-6-8 —1— 2-0-0 _1 4-6-8 Over Continuous Su ort R=74 PLF U=40 PLF W=4-6-8 i IJ VNU r-ncrnncU rnvr, wrir U,cn u.— %-- G U11-1 1—i --' i — Di in 120 MPH WIND, 12.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. 41ave TP195 R Design Crit: TPl STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. YARNING•' TRUSSES RCOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M A T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 3 6BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T"ATy- INSiIiUiE. 583 D'ONOFRIO DR., SUITE 200. MADISON. YI $3719). FOR SAFETY PRACTICES PRIOR TO AIN '•`•. V/ PE FORMING THESE FUNCTIONS. UNIE SS OINCIWISE IMDICA TCD. TOP CHORD SHALL HAYC PROPER IY ATTACHED f •'(•. C' T C D L 7.0 P S F DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC XED RIGID CEILING. : ci ROOF TRUSSDIVISION •• IMPORTANT•• FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 BC DL 10.0 PSF DRW SLTUSR352 03055097 PRODUCTS. INC. SHALL 110T BE RESPONSIBLE FOR ANY 0EVIATION FPOM THIS DESIGN: ANY FAILURE TO * 1 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OP FABRICATING. HANDLING. SNIPPING. INSTALLING AHD 7f 7[ BC L L 0.0D P S F S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. TNIS DCSIGII COMF ORMS WITH AP LICABLE PR OYISIONS OF NOS (NATIONAL DESIGN 1 STATE OF / 407.299 1 522 SPECIFICATION PUBLISHED BY THE AHER IC AN FOREST AND PAPER ASSOC IAiION) AND TPI LP ME ti A CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EICEPI AS NOTED. APPLY CONNECTORS To l p pIOrr t1 TOT . L D . 37.0 P S F S EON - 3391 4 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•Z. THE SEAL ON THIS GNAWING IIIDIt ATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING • ••N• e••• PROFESSIONAL ENGINEERING RCSPON5ISILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U5C OF THIS NAI, D U R . F A C . 1 . 2 5 FROM R H CERTIFICATE OFAIITITORIZATION tt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 'u SPACING 24.0" JREF - 1SOK352_Z02AWSI/TPI 1-1995 SECTION 2 LL107/t - VO PHIS DWG PREPARED GROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 6 i— 5X4= 2X4111 2X4III 2X4 (D1) 10-4-15 2X4111 2X4III 2X4III I, 2-6-8 I 4-0-0 1 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 120 MPH WIND, 11.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 11 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R - Scale =.375" Ft. YARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'O NOFRIO DR., SUITE 200. MAD ISO N. YI T3719). FOR SAFETY PRACTICES PRIOR i0 PERF ORM in IHESC FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT HAYS PROPERLY ATTACHED M. fGV A T C T C L L D L 20.0 7.0 P S F P S F REFREF R 3 5 2-- 8 5 1 3 7 DATE 0 2 / 2 4 / 0 3SMYTHLUMBERCO. STR UCiURAL PAIIEL S. BOTTOM CHORD SHALL HAVE A ROP ER LY ATTACHED RIGIO CCIL IMG. ROOF TRUSSD1VE510N IMPORTANT • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 I BC DL 10.0 PSF DRW SLTUSR352 03055098PRODUCTS• INC. SHALL TOT RE RES O11SIB LE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t " BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN; T Al T ALPINE STATE OF ; Q` 1 WMR S E 0 N 33911 407-299.1 522 COIN ECTO RSIAR(PMAD ETOF02aGA AST MMA6 T 3AGRAOR GA L Y Si EEL f. EXCEP TI ASI NOTED. APPLYCONNECTORS TO R,O TOT L D. 37.0 P S F FAx: 407-299-9153;n•• EACHFACEOFTRUST, AND UNLE TT OTMCRVITC LOCATED ON THISOE SIGN, POSITION CONNECTORS PER S•,"IyAL° D U R F A C 1.25 FROM R H PROFESSIONALENGINEERINGORAWINGS 160 " . THE SEAL OM THIS ORAVIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C ERTTFlGATE OP AUTTIORQATOH 0921B R ESPOMSIBILITY SOIELY FOR TXE TRUSS COMPO NEHT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CIOIS I/TP NTIF 199515E PARTNC 2LAR BUILDING IS THE RES ONSIBILI Ty OF THE BUILDING DESIGNER.PCR Feb 24 'D3 SPACING 24 0" JREF 1SOK352 Z02 L4103/t - VI TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 f— 5X4= 2X4III 2X4III 2X4 (D1) 2X4111 2X4III 2X4III 1_ 2-6-8 _1_ 6-0-0 _I 8-6-8 Over Continuous Support-0 R=74 PLF U=32 PLF W=8-6-8 9-4-15 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. PLT TYP. Wave TPI95 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 T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 3 8BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. NADISOn' WI 53719), FOR SAFETY PRACTICES PRIOR TO tlFl ••••. PEERF ORHING THESE FUIICTIOXS. UNLESS OTHERWISE IIID ICATCD, TOP CHORD SHAH HAVE ROPCRLY ATTACHED 3 ••• T C D L 7.0 P S F DATE 0 2/ 2 4/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. EV to . ROOF TRUSS DIVISION •• IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.427041 BC OL 10.0 PSF DRVI SLTUSR352 03055099 PRODUCTS. INC. SHALL NOT BE 0.E SPONSISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7f f B C L L 0.0 P S F S L T - E N G WM R APOPKA. FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q` 407-299.1 522 SPECIFICATION PUBLISHED BY THC AMCR ICA II FOREST AND PACER ASS0 IA N) AND TPI. ALPINE S WQ P l AI / FAX: 407-299.9153 CONVECTORS ARE MADE OF 20GA ASTH A653 G140 GAL STEEL. EECEPT AS NOTED. APPLY CONNECTORS TO 4DR1). TOT. LD. 37.0 PSF SEON - 33900 EACH FACE OF TRUSS. AND UNLESS OTMCRY ISC LOCATED ON THIS DESIGN. POSITION CONNECTORS PCR• A•V•••••• PROFESSIONAL ENGINEERING DRAWINGS 160 A•Z. THE SEAL ON THIS QRAWING IIIDId ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NA DUR.FAC. 1.25 FROM RH •R R ES POIIS IBIl1TY SOL EIY fOR THE TRUSS COM OMENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1 CERTTFICA7E OF AIITTIORIZATON 09218 COMPONENTI 99SECTION FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 'OJ SPACING 24.0" JREF - 1SOK352_Z02 L610311: - YI1 HIS DWG PREPARED fRROM COMPWTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< i-10-10 >lF 9-10-13 _I i< 9-10-1 Over 3 Supports R=400 U=317 W=8" 1'-10-3 R=208 U=245 3-9-14 0 R=329 U=180 x PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:3 FL 1 R - Scale =.375" Ft. WARNITIG•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIiUTC. SB7 D'ONOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPORTANi•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DR ODUCTS. INC. SHALL NOT BE R11PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARC MAOE OF 20GA ASTM AG53 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNCC TO0.S PER ORAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ROFESSIONAL ENGINEERING R C SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DC SI GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER2. M M /Q tG tIFIG;4-- f NO"4%04 :' 1 S ST T OF :QS L{VOROp'C/ RP IL eb 24FCTION T C T C BC BC TOT.LD. L L D L DL LL 20.0 7.0 l0. 0.0 37.0 P P D PSF PSF PSF S F S F R E F R 3 5 2-- 8 5 1 3 9 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299 3153 PROFESSIONAL ENGINEERING CERTIFICATE OF ALMIORIZAT10N#9219 DATE 0 2 / 2 4 / 0 3 DRW SLTUSR352 03055100 SLT-ENG WMR SEON 33492 D U R . F A C . 1.25 FROM A F SPACING SEE ABOVE JREF 1SOK352 702 L41OD/C - nJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 1-10-10 r 7-0-14 ' I EE 7-0-2 Over 3 Supports R=404 U=267 W=8" 120 MPH WiND, 9.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WiND TCDL=5.0 PSF, WiND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -6-3 R=157 U=180 2-9-14 0 R=70 U=180 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:2 /FL 1 R - Scale =.375" Ft. WARNING- TRUSSES R(OUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIFFING. INSTALLING AND M A- T L. L L 2 0. 0 P S F R E F R 3 5 2-- 8 5 1 4 0BRACIITG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE . 49 INSTITUTE. $B3 O'ONOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO SIFT(('••Iy PERFORMING THESE FUNC"0 S. UNLESS DTHERWI$E IND ICAiCD. TOP CHORD SHALL HFYC FRO PCR LY ATTACHEHED ( '•7,•:( T C D L 7 . 0 P S F DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIG 10 CEILING. F200FTRUSSI]IVISION ••IMPORTANT•• FURNISH A COFY OF THIS DC SIGN TO THE INSTALLATION CONTRACTOR. ALPINE CNL RE TO 7 N0.42704 G BC DL 10.0 PSF DRW SLTUSR352 03055101 PRODUCTS. INC. SHALL NOi BE RESPON518 LC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND 1 t B C L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. TN IS DESIGN COTIF ORNS WIIT APPLICABLE PR OYISIOHS OF NOS (N AiIONAL DESIGN ~ STATE OF 407.299 1 522 SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AHD FAPER ASSOCIATION) AND iPl. ALPINE % k Pf• C ON MCC TORS ARE HAD OF 20GA ASTN A653 GR AO GALY. STCCI. CIC EPT AS NOTED. APPLY CONNECTORS TO O R,O •. a TOT . L D . 37.0 P S F S E 0 N - 33488 FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •••••. .•••• PROFESSIONAL ENGINEERING 014WING1 1G0 A-C. THE SEAL ON THIS DRAWING IIIDI ATCS ACCEPTAMCE OF PROFCSSIOMAL CHGIIIEERIN6 SPoiAit D U R . F A C . 1 . 2 5 F R 0 M R H ; 0.E SPONSIB IL IIY SOLELY FOR THE TRUSS CONTONENI DESIGN SHOWN. THE SUITABILITY AND USE OF IN IS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Febb 24 SPACING 24.0" JREF - 1SOK352_Z02 ANSI/TPI 1-1995 SECTION:. Lelu:I/t - T14) FHIS 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 2 X 4 III e 2A I 1 -10-3 R=21 U=180 4-1-15 0 R=30 U=180 2 X 4 III 2-0-1-'--2-8-8-->j 2.7-12 Over 3 Supports R=263 U=180 W=8" 120 MPH WIND, 15.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. HIPJACK SUPPORTS 1-10-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-1-9 CANT ONE FACE, 0-1-9 CANT OPPOSITE FACE. m PLT TYP. Wave TPI95 R Design Crit: TPI STO FLBC 6.10 OTY:2 1 R Scale 375" Ft. RARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUiE, SB] O'ONOFRIO DR.. SUITE 200. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M R' Ty- IFI •' '•. V r•.; FL T C T C L L D L 20 7 D P S F P S F R E F R 3 5 2-- 8 5 4 1 DATE 2 2 4SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.((L t 0 0 / 0 3 DR4J SLTUSR352 03055102ROOFTRUSSDIVISIONIMPORTANT". FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.44%04 BC DL 1D.D PSF 2722 SOUTH APOPKA BLvD. DR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FgOM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE i SLT-ENG WMRAPOPKA. FL, 32703 407-299.1 522 WITHTPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SF ECIF ICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE Alt STATE OF t JVL, . ti S BC LL D PSF SEON 33476CONNECTORSAREMADEOF20GAASiMA653GRADGALY. STEEL. EICEPT AS VOTED. APPLY CONNECTORS ID 0RVID TOT. AD. 37.0 PSFFAX: 407-2939153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERING DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YNAI CERTIFICATE OF AumORRATION V79218 THIS COMPONENT I FOR YANY L PART I CULAR EBUILD . I SO THE TTIES PDN S IBILITY OF THE BU I L DBNGI DESIGNER. PER ANSI/TPI 1.1995 5Lcilo1 2. Feb 24 'u SPACING SEE ABOVE JREF 1SOK352_Z02 L6103/t - LJ/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LC1-4-0-,'e 7-0-12 _ I it=- 7-0-0 Over 3 Supports R=363 U=251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDI-=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:17 1 R Scale 375" Ft. WARNING*' TRUSSES REOUIRC EITREXE CARE IN FABRICATION. HANOLIRG. SHIPPING. INSTALLING AND BRACIIIG. RCf CR IO HIB-91 (HANDLING IHSIALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE l•'. FL T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 4 2 INSTITUTE. SB7 D'0110 FRIG DR.. SUITE 200. NADI SOH. WI 57119), FOR SAFE Tv PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE CONNECTORS ARE MADE OF 20GA AS TM AG57 GRAD GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t( IFI jGv 1 N0. 4Z704 ' l A t 7JA STATE OF ; V•t• -X tf O R1O •• SroNa T C Bl/ , BC TOT D L DL LL L D . 7.0 1D,0 0.0 37.0 P S F PSF PSF P S F DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407.299.1 522 FAX: 7.299.1 22 DRW SLTUSR352 OJ055103 SLT-ENG WMR S EON 33486 D U R F A C . 1.25 FROM A FPROFESSIONALENGINEERING DRAWINGS IG0 A-Z. THE SEAL ON THIS DIIAWING INDIUATES ACCEPTANCE OF PROFESSIONAL ENGIOEERING RESPONSIBILITY SOLELY FOR INC TRUSS COM ON DESIGN SHOW N. THC SU ITAB ILI IY AND USE OF THIS SPACING 24.0" REF 1SOK357__Z02 CERTIFICATE OF AUTHORIZATION a9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. F e b 24 '0 3 LL1Ef7/t - tJ4) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY iRU55 MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 R=10108 U=180 2-10-3 0 R=48 U=180 ZX4 (A I) L<1-4-011. 5-0-12 -7N 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 9:23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 - R - Scale =.375" Ft. YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S F R E F R 3 5 2-- 8 5 1 4 3BRACINGREFER10HIB-91 (MANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5BJ O'ONOFRIO DA.. SUITE 200. MADISON, WI 5J 119). FO0. SAFETY PRACTICES PRIOR i0 ••' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL HA YE PROPERLY ATTACHED ///;ZIPI r.• T C D L 7.0 P S F DATE 02124103SMYTHLUMBERCO. STR UCTUR AI PANELS. BOTTOM CHORD SHALL HAY, A PRD ERLV ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDR00FTRu55DiVISION *1 N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03055104FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO = 2722 SOUTH APOPKA Bwo. BUILD THE TRUSSES IN CONFORMAII[E WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES THIS DESIGII CONFORNS WITH APPLICABLE PROVISIONS OF NOS (HAT ZONAL DESIGN t B C L L 0 . 0 PSFF S L T - E N G WM RtiSTATEOF ; / SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE .. 407.299 1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 6RA0 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO fa T 0 T . L D . 37.0 P S F S E 0 N 33490FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER '•..O•R,O•• PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON SIH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1.25 FROM A FRESPOxSIBILIfYSOLELYFORTHETRUSSCOMPONENTIS16NSHOWN. THE SUITABILITY AND USE OF THIS 1, CERTIFICATE OF AUTHORIJAAl10N S9218 COMPONEITl FOR995AllySC CTI O NCULAR BUILDING IS THE RCSPONSIB ILITY OF THE BUILDING DES IGNER. PER Feb 2ANSI/T4 SPACING 24.0" JREF - 1SOK352 Z02 I Z21857E - EJ5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 2 X 4 III r— 1 -10-4 R=12 U=180 4-2-3 0 R=25 U=180 2 X 4 III l< 1-s-O>J-<-1-11-12 lj 1-11-0 Over 3 Supports R=190 U=180 W=7" 120 MPH WIND, 15.32 FT MEAN HGT, ASCI: 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFII LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL 1 R Scale 375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M A T C L L 20.0 P S F R E f R 3 5 2-- 8 5 1 4 4BRACING. REFER 10 HOB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED 8Y TPI (TRUSS PLATE I NSTI ILIE. 587 D'ONOFRIO DR., SUITE 200. MAD ISO N. YI SJ 7191. FOR SAFETY PRACTICES PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED L IFI(r / 7 T C D L 7 0 P S F DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOT TON CNORD SHALL HAYS A PROPERLY AT IACHED RIGID CEILING. L DRW SLTUSR352 03055105ROOFTRUSSDEv61om IMPORTANT•' FURNISH A C0pY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ND. 42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 { SLT-ENG WMR2722SOLZTHAPDPKABLvD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BRACINGOSp1STATEOPFtQ` BC LL 0.0 PSF S E O N 33452 407-299-1 $22 EC F ICAF 11 CO INCCTORSIAREPMADCSOF020GA7ASTMMA657AGRAORGALVEST ANSTCCICRCiCCPiAS'OCIA$INOTEDHD TA/PLYACONLPINECTORS TO TOT L D 37.0 P S F FAx: 407-299-9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O R10r.• t1 D U R F A C 1.25 FROM A F DRAWIIIGSIG0A-Z. iNE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CNGINECRIIIG s/pNAf`E PROFESSIONALENGINEERINGRCSPOHSIBIIITYSOLELYFORTHETRUSSCOM70NEXTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1SOK352_Z02 CER11FIC- AYE OF AUTHORRAT10N 09218 AOSI/TPITIFO995NSC PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 24 'U.7 j L41OJ/t - L.JS IHIS UWG PKLFAHLU h.HUM LUMPUILK INPUI (LUAUS & UIMLNSIUNS) SUBMIIItU BY IKUSS MVH. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -0-4 R=11O8108 U=180 2-10-3 0 R=48 U=180 L<1-4-011. 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. FI PLI IYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 -/- R - Scale =.375" Ft. WARNING" TRUSSES AEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIRRING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I IISTITUTE. SB3 D'ONOFRIO OP.. SUITE 200. MADISON. WE 53119). FOR SAFETY PRACTICES PRIOR TO fC:FORMING THESE FUICTIONS. UNLESS OTHERWISE INDICATED. TOf CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, IOTTOM CHORD SHALL HAVEA PR0 ERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIAT1111 FROM THIS DESIGN; ANY FAILURE TO SIF1,C4'•, 3`iV rF ; j Nc. 42%04 17C : `* '* T C T C BC L L D L DL 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2-- 8 5 1 4 5 S MYTH LUMBER CO. ROOF TRUSSDIvISION DATE O 2 / 2 4 / 0 3 DRW SLTUSR352 03055106 2722 SOUTH APoPKA BLvD. APOPKA, FL 32703 407.299-1 522 FAX: 407-2999153 BUILD THE IA USSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SH 'PP I FIG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PU% ISHED BY TXE AHERICAN FOREST AND RARER ASSOCIATION) AND i I. AL INE CONNECTORS ARC MADE OF 20CA ASTM A653 GR40 GALY. STEEL. ETCCPT AS NOTED. APPLY COMHCCTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE IOC AT ON THIS DESIGN, POSITION CONNECTORS R[R STATE OF tQ` AA•% O R,OPf`j ffffffTTTTTT BC TOT. LL LD. D. 37.0 D PSF PSF SLT-ENG WMR SEON 33484 DUR.FAC. 1.25 FROM AFPROFESSIONALENGINEERING CERTIFICATE OF ALrMORVATION&9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLCLT PAR T FOR THE TRUSS COM ONEHE DC TI ON SHOWN. THE SUI TAB II I TV AND USE OF THIS ComPONE jJ1F OR ANSE CTI0 NC 2L AN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 24 '03 SPACING 24.0" JREF 71SOK352Z02 L410Jlt - L.JJ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T147 U=180 1-10-3 910 R=23 U=180 L<1.4.011- 3-0-12—>j 3-0-0 Over 3 Sup orts R=234 U=198 W=8" I MLJ UNU rMCrNMCU rnuri 6unrUICR IOr UI LLUAU J -1 VI rICTIJLVO.)j JuoriLIICu oI Inu» rlr R. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TP[95 R Design Crit: TPI STD FLBC 6.10 OTY:10 1 R - Scale =.375" Ft. NAR NING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING Ix STALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSiIiW TC. SB) D'OIIOFRIO DR.. SUITE ,200. MA SON. WI I)]19). FOR SAFETY PR ACfIC CS PRIOR TO ERE ORMfMG TNESC FUNCTIONS. UIILES3 OTHERWISE INDICAfCD. fOP CHORD SHALL HA YC ROPCRLY ATTACHED R t IFI •••.• w 3 `(!- %••• C rF- L T C T C L L D L 2 0.0 7. 0 P S F P S F R E F R 3 5 2-- 8 5 1 4 6 DATE 0 2 / 2 4 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03055107 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42%04 BC DL 10.0 PSF ROOFTRUSSComsiONPRODUCTS. INC. SHALL No BE RE SP O 11$19 LC FOR ANY 0EYIA1I1N FROM THIS DESIGN: ANY FAILURE TO S L T - E N G WM R 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMA LICE WITH I1: OR FABRICATING. HANDLING. SNIP LNG. INSTALLING AND STATE OF BC L L 0.0 0 PS F APOPKA, FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN PCC IF ICAIION PUBLISHED BY TMC AM ER IC AN FOREST 4xD RAPER As IAfIOH) AND TPf. ALPINE Q` 1, / P ( v S E 0 N 33482 407.2991522FAX: 407- 299,91 53 CID HITEC TORS ARE MADE OF 20GA AS TM A(i5) GRAD GAL Y. STEEL. CSC EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OIHERWI:E LOCATED ON INIS DESIGN- POSITION COIINECIORS PER 0 R11D.- s/ONA E T 0 T L D . 37.0 P S F D U R F A C 1.25 FROM A F DRAWINGS !60A-Z. THE SEAL ON THIS DRAWING IIIDIOATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICJATE OF AUTHORIZATION #92 18 RCSPONIIBILITY SOLELY FOR THE TRUSS C0M ONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1FOR ANSC CAR TO ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I Feb 24 ' 03 SPACING 24.0" JREF 1SOK352_Z02 tcinD/t - util) THIS DWG PREPARED FROM COMPVTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0 - U 1804 9-4-0 U=180 L<1.4-0 1-1-12 1-0-0 Over 3 R=247 U=280 W=8' PI PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 R Scale 375" Ft. YARNING'• TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H,B91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE 5B0 D'OIIOFg10 OR., SUITE 200. MADISON, WI SJ719). FOR SAFE TY PRACTICES PRIOR TOINFORMINGPERFORMINGTHESEFUNCTIONSUNLESSOTHERWISEINDICATED. 10 CNORD SMALL HAVE PROPERLY ATTACHED STRUC TURAL FAN(l$. BOTTOM CHORD SHAH HAY [ A PRO ERLY ATTACMCD RIGID CEILING.tG M 1F1 (•' / yr•`- No. T C T C L L D L 2 0.0 7. 0 P S F PSF R E F R 3 5 2-- 8 5 1 4 7 S MYTH LUMBER CO. DATE 0 2 / 2 4 / 0 3 DRW SLTUSR 352 03055108 ROOFTR1155DrvISION2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407.2999153 IMPOR TAIIi•• FURNISH A COPY OF TXIS DESIGN TO THE IMSTAILAfION CONTRACTOR. ALPINE [NGINEERED PRODUCTS. INC. SHALL NOT BC ITPONSIBLC FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE PITH TP1. OR FABRICATING, HANDLING. SHIPPING. INST ALLIN6 AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65J GRAD GA STEEL. CICCPT AS NOTED APPLY CONNECTORS TO ACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f 1 : _ 7 STATE OF % S• k VVV QRfjQT" ` BC BC TOT. DL LL LD. 10. 0 0. 0 37. 0 PSF PSF PSF SLT- ENG WMR SEON 33480 DUR. PAC. 1.25 FROM AF PROFESSIONALENGINEERINGCERTIFIG7E OF AIJTITORTzATTOLI 09218 DRAWINGS 160 A•1. THE SEAL 011 THIS DRAWING INDICATDESIGN ES ACCEPTANCE OF PROFESSTOMATY L EIIGINECRING R THIS COM ONENBI FOR YANYL PARTICULAR ELY FOR [BUILDINGO IS THE T RESPONSIBILITY OF THE BUILDTHE ING I DESIGNER. PE ANSI/iPl 1-1995 SECTION 2 p N...• 1' NALE Feb 24 SPACING 24.0" JREF 1SOK352 Z02 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE 1 2 S P F NO BRACES 3' 5" 1) IX4 "L' BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 'LBRACE GROUP A 5' 11" GROUP B 6' 0" GROUP A 7' 0" GROUP B 7' 2" GROUP A 8' 4" GROUP B B' 6" GROUP A 10' ] 1" GROUP B IF 3" GROUP A 13' I" GROUP B 13, 5" Z 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" wSTANDARD3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 1 8' 7" B' 7" 11' 8" 11' 8" P 1 2 3' 9" 3' B" 5' 11 5' ll" 6' 4" 6' 4" 7' 0" 7' 0" 7' 6" 7' 6" B' 4" 8' 4" 8' Il" 8' 11" 10' 11- 10' ll" 11' 10" 11' l0' 13' 1" 13' 1' 14' 0" 14' 0" B3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10 3" 13' 1" 13' 9" QiDFLSTUD3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10, 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11 11" 11' 11" E ' S P F 1 2 y3 3' 11 3' 10' 6' 9" 6' 0" 6' 11" 1 6' 0' 8' 0" 7' 11 8' 2" 7' 11" 9' 6" 9' 6" 9' 9" 9' 6 12' 6" 12' 3" 12' 11' 12' 3" 14' 0" 14' 0" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" Q 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" SP24' 2" 6' 9" 7' 3. 8' O" 8' 7" 9' 6" 10' 3" IT_6" 13' 6" 14' 0" 14' 0" CD N3 4 0 6 2 6 2 B 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 4 DFLF STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' ll" 9' 3" 9' 3" 10' 97 1 10' 9" 14' 0" 14' 0" S P F 1 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' O" 14' 0" 3• 4' 2" 6' 11 6' 11" 8' 9" 8' 9' 1D 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11 6' 11" B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' ll" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" SP24' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0- 14 0" C\ 2 y3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3' 1 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" L D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3' 10' 6" 11' 0" 13 10 14' 01 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8- 0" 1 10' 6" 1 10' 9' 1 12' 5" 12- 5" 1 14' 0" SYMMIr ABOUT, G 4 2X#2N OR BETTER DIACONAL BRACE OPTION: T VERTICALLENGTHMAYBEDOUBLED WHEN DIACONAL l8" • BRACE IS USED. CONNECT L. L DIAGONAL BRACE FOR 870N AT EACH END. MAX WEB BRACE TOTAL LENGTH IS 14'. 4 2X4 SP OR DF-L 12. OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE: SINGLE OR IB" • IN TABLE ABOVE. DOUBLE CUT J_ 1 + I ASSHOWN) AT L UPPER END. ONTINUOUS BEARINI AT CONNECMIDPOINT OFDIAVERTICALMIDPOINTOFVERTICALWEBIIJII REFER TOCHART ABOVE FOR MO BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FDT-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEN - FIR 1 LkBTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES - LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). CABLE END SUPPORTS LOAD FROM-4' 0• OUTLOOKERS WITH 2' 0' OVERHANG, OR 12- PLYWOOD OVERHANG. ATTACH EACH 'L' BRACE WITH IOd NAILS. 4 FOR (1) 1' BRACE: SPACE NAILS AT 2' O.C. IN IB' END ZONES AND 4' O.C. BETWEEN ZONES. FOR (2) 'L' BRACES SPACE NAILS AT 3' O.C. IN 18" END ZONES AND 6' O.C. BETWEEN ZONES. L' BRACING MUST BE A MINDfUM OF BOX OF WEB MEMBER LENGTH. 11 CABLE VERTICAL PLATE SIZES L LENGTH NO SPICE 4' 0' IX4 OR 2X3 HAN 4' 0•, BUT2X4 AN ll'6' HAN E II' B" 2 SX4 I` + REFER TO COMMON TRUSS DESIGN FOR II PEAK, SPICE, ANDHEELPLATES. THIS DRAIYING REPLACES DRAWING A10030E WARNING-- TRUSSES REQUIREEXTREMECAREINFABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,•• TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL No. 42704 • r REF ASCE7-98- GAB12030 SMYTH LUMBER CO. DATE 09 10 01 HAIMPORTAN••FURNISHACOPY OFTHIS OTRLY ATTACED RIGID CNDESIGN ROOF TRUSS DIVISION TO THE INSTALLATIONCONTRACTORALPINEENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DR YG A12030EC0901 2722SOUTH APCIPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH A• STATE OF ENG APOPMA. FL 32703 APPLICABLE PROVISIONS OF NDS ( NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 FAX. 407.2999153 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 i / ` O'O P, O TOT. LD. 60 PSF TRUSS AND, UNLESS OTHERWISE LOCATED ON THISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL F Il ` PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHORIZATION 8921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2 ljo...... :,,.P.- MAX. SPACING 24.0" RIGID SHEATHING REINFORCINGMEMBER CABLE\ I I I T± SPACED ATRUSSAILSPACEDAT CEILING A'FFACH EACH -T REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4' O.C. PLUS (4) IBd COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' X 3': TOENAILS AT 4' O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR.SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699. A10015EN0699, A09015ENO699, A08015ENO699. A07015EN0699 A11030ENO699. A10030EN0699, A0903OENO699, AOB03OENO699. A07030ENOB99 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901. A12015ECO901, A11015ECO901. A10015ECO901, A08515ECO901 A13030ECO901. A12030ECO901. A11030ECO901. A10030ECO901. A08530ECO901 SBCCI CABLE DETAIL DRAWINGS S11015ENO699, S10015EN0699, S09015EN0699, S08015ENO699. S07015EN0699 S11030EN0699, SIO03DEN0699, SO9030ENO699. S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 ,F' REINFORCING MEMBER 2X4 _T' REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 'L' TO '1" REINFORCING MEMBERS. MULTIPLY 'T' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 'L' BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE 'T' REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD LENGTH INCREASE IV/ "T" BR WIND SPEED AND MRH f' REINF. MDR. SIZE SBCCI ASCE I10 MPH 15 FT 2x4 lO % 10 7, 2x6 40 7• 50 7, 110 MPH 30 FT 2x4 10 % 10 7, 2.6 50 7, 50 7, 100 MPH 15 FT 2x4 10 7, IO % 2x6 30 % 50 7, 100 MPH 30 FT 2x4 10 % 10 % 2x6 40 7, 40 7, 90 MPH 15 FT 2x4 20 7• 10 7• 2x6 20 % 40 7 90 MPH 30 FT 2x4 10 7• 10 7• 2x6 30 7, 50 7• 80 MPH 15 FT 2x4 10 7• 20 R 2x6 10 % 30 7• 80 MPH 30 FT 2x4 20 7, 10 7, 2x6 20 7• 40 7, 70 MPH 15 FT 2x4 0 7• 20 % 2x6 0 7. 20 % 70 MPH 30 FT 2x4 10 7• 20 7• 1 2x6 10 7• 30 7• EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24' O.C. SP /3 T" REINFORCING MEMBER SIZE = 2X4 P' BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 'L' BRACE LENGTH - 6' 7- MAXIMUM "P' REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7' - 7' 3' PLACES DRAWINGS GAB98117 876,719 & HC26294035 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. ANDTOH0'ONOFRIONDR NSUITET s; REF LET -IN VERTMADISON,RV1.153719) FORPUBLISHEDBYSTPILING (iRUSSDPLATEI INSTING i UTER SB3200 NG SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND AF- sv, -IFIC,q .,9 F , DATE 10/24/01 SMYTH LUMBER CO. BOTTOM CHORD SHALL AVE A PROPERLY RCERIGIDCEILING. MPORTAN•• y, DRWG GBLLETIN1001 ROOF TRUSS DIVISION FURNISHACOPY OFTHIS TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y 7A No. 42704 _ ENG DLJ/ KAR2722SOUTH APOPMA BLVD. DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH 7a ;• 1 _ 7c - ArOPI(A, FL 32703APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 0 F 407-299-1522 ASTM A653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE TOT. LD. 60 PSF FAx: 407.299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z THE SEAL ON THIS DRAWING 1N ICATES ACCEPTANCE OF PROFESSIONAL,•R. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE FAC. ANY o Ona 4, 4AX CERTIFICATE DFAuTHORIZATION 09219•SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, - PER ANSI/1'PI I-1995 SECTION 2. i//4(`'• i,_ (1.'•••••• SPACING . 24. 0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP y2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP y2N OR SPF #]/y2 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 4-0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY iX4 "T"-BRACE, 60% 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. 8-0-0 MAX-{ W4X4 12 Y4X12 {AX.(— W2X4 YlX3 6-0-0 WIX3 MAX SPACING) OE -NAILED 64 OPTIONAL AL HIP OINTNDETAIL1v1x3Wlx31. W2X4 DETAILUB 16-0-0 MAX WIX3 , 12 12 IAX.l WIX3 WIX3 WIX3 W5X4/SPL WIX3 o-U-U MAX SPACING) W2X4 WIX3 I COMMON RUSSES PARTIAL FRAMING Ii///'" OC PLANSUPPORTING20RUSSESiAT24+)OC 1`iAX1T.iUM SPACING. \```j' llllullllu t+ M ,^I/S/ THIS DRAWING REPLACES DRAWING A105 VARNING• A TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRgCING. REFER TO HIS-9i (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE' I 4• %`••, TC LL 30 30 40 PSF REF VALLEY DETAIL INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR $ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,Z TOPCHORDSHALLHAVEPROPERLYATTACHEDC •• DL 20 15 7 PSF DATE 06/25/99 STRUCTURALPANELSANDBOTTOMCHORDSHALESMYTH 'LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 •: ik C IMPDRTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG AiLH/ICAR 2722SOUTHAPOPMABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH• APOPKA. FL32703APPLICABLEPROVISIONSOFHDSSTATEC LL O OT. O 0 PSF 55 NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20G i ASTH A653 o'•. OF •: Q O •• LD. so 57 PSF GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FAx: 407-29"153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O P,•• N i ••• O PROFESSIONALENGNNEEHING •ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHERA•(.\\_\\\\ DUR.FAC. 1.25/1.931.15115 SPACING 2d SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CE1171f1CA,E OFAVTHOR1UllON •921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1993 SECTION 2. i,s/Otiai E...\\\\''\ 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") COMMON D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE- REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN L.UN1lviulY InL)DaL.J Al G'k uu 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING C) 4'0" TYP ( B) 3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV VARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. Wi. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE TOATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NFIFIC1 •. 11 n• •••, C LL 30 i DL 2O 30 I5 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. H iMPORTA ••RLY ATTAFURNISHCAECOPY orCTHISNDESIGN 1; VG ` BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION TO THE ANSTALLATICN CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES FABRICATING. S 102722SOu7HAPOPKABLVD. IN CONFORMANCE WITH TPII OR HANDLING. SHIPPING• INSTALLING TRUSSES NO. 42704 B* 0 0PSF ENG MLH/E AR APOPMA. FL 32703 AND BRACING OF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE c TOT.=LD 60 57 PSF55407.299.1522 FAX: 407.299.9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS !60 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Or PROFESSIONAL STATEA . 9C.1.25/1.33 1151.15PROFESSIONALENGINEERING GEflnFICATE AurHOR1UT10N ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABIL17Y AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A LING SEE ABOVEOEaB21RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. C/ OA'.• i C TOP CHORD 2X4 N2 OR BETTER BOT CHORD 2X4 N2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 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. MAX SIZE OF 2X12 2 OR BETTER EITHER PLATE LOCATION IS ACCEPTABLEi 12 12 MAX ATTAC SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO. APOPKA, FL 32703 1 407.299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 92 Al E 20' FLAT TOP CHORD MAX SPAN II OPTIONAL C5rJ--ku 5 1= u 1' a u B a a G®e 7 Mrs PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PU BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. V1. 53719) SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICA' HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE D ALPINE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 3 RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120- X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING I:4 " P" 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 'h" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, . AND 80% LENGTH OF WEB MEMBER. ATTACH WITH l6d NAILS AT 4' OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0120• X 1375- NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 0 0 0 0 00 o 0 o 0 0 2 0 0 0 0 0 8 1/4• ; IIID,gAWING REPLACES DRAWINGS 634,016 634.017 & 847.045 MAX LOADING REF PIGGYBACK r.\\ Q F cq/{/j' T 55 PSF AT DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 : 1 50 PSF AT ENG DLJ/KAR 9.25 DUR. FAC. STATE OF 47 PSF AT DUR. FAC. O R 1V P.--,4 FACING 24.0" J M BOTTOM CHORD FILLER. DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 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 ++ MAX 3X1 3X8 TRULOX ** s LOX 42X8MAX WEDGE( 2) 8D NAILS CUT TO FIT AE 1, 1+I11111HrIJlA i DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 VARNING•- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED q/ a / TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADiSON, Vl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE lNOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 1T' ,•• n'(IFIC,r,• 1f-- DL PSF DATE 06/25/99 DRWG BCFILLER0699 SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISHCA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v B DL 10.0 PSF ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 2 NO. 42704 C=LL — PSF ENG DLJ/KAR HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APOPRA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1'O' LD. — PSF 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX. 407- 299,9153 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 I STATE OF FAC.1. 0/1.15/1.25/1.33 PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A y1 CERTIFICATEOFAuTHORITATIONY921U SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE P.•• i"O•• _ ACING 24.0' RESPONSIBILITY OFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYI BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 12 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# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 Mill mi 1- :3- 5- 7" 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d 'TOENAILS J1 J3 HJ 3) 16d TOENAILS J5 J7 s 3.00 12 O 212 12 W2X4 6 4T24 ALTERNATE LOADING W2x4 1v2x5 W3x4OR TCLL 20 PSF SIMPSON TCDL 20 MAX PSF 3/4- -- BCDL 10 PSF I TOT. TOT.LD. 50 MAX PSFI *** 1 1. 1 3' S' 7' I +** I g-l0-13 OVER 2 SUPPORTS DUR.FAC. 1.25R=463#. W=3.50- R=652y, W=3.50' END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES X•1 "" 'w U j DRAWING HC11795029 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND wY? e N/ a.{ Vj v` `1F1C•••'• yC LL I DL 30 MAX PSF 15 MAX PSF REF 7' STBK CS DATE 06/25/99 S MYTH LUMBER C O. BOTTOM CHORD SHALL NOVC A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v BC'L 10 PSF DRWG CS7SBK3A0699ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING No. 42704 1 .L 0 PSF ENG SJP/KAR APO KA. FL 32703 AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPL CABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE y. 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA A 0T= 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 STATE OF PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A • i O •', FAC. 1.3 3 CERTIFICATE OF AUTHORIZATION N9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2 i nR OP'.• ACING SEE ABOVE 1NAl CLB WEB BRACE SUBSTITUTION THIS DETAIL 1S TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE —RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3.OR 2X4 i ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 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 (1) SCAB PER FACE ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. 2722 SOUTH APOPMA HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-29"153 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 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AUTHORIZATION M9216SUITABILIT Y AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERnFlCATEOFRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Lim T—BRACE OR L—BRACE T—BRACE L—BRACE SCAB k lk '""•"f- THIS DRAWING REPLACES DRAWING 579,640 nq TC LL PSF REF CLB SUBST. G)F Cq f•' DL PSF DATE 06/25/99 BCc DL PSF DRWG BRCLBSUB0699 No. 42704 4CLL PSF ENG MLH/KAR TO', LD. PSF kSTATEOF' FAC. T ACING YT 1• SON At 1R'