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234 Venetian Bay Cir 04-1552 New SFH
CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 0 SUBDIVISION PERMIT # U 7— /55 DATE 0 PERMIT DESCRIPTION Z] Sf7 PERMIT VALUATION CO 7' SQUARE FOOTAGE / I d H I j r o-A City of Sanford Certificate of Occupancy This is to certify that the building located at 234 Venetian Bay Circle for which permit number 04-1552 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: F. Ortiz 08/26/04 Engineering: D Richards 08/25/04 Public Works: P. Simmons 08/26/04 Utilities: R. Blake 08/25/04 Fire Department: Zoning: Conditions (if blank, no conditions apply) Morrison Homes v,,, - 09/15/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION New Single Family Residence**** DATE: 08/24/04 PERMIT #: 04-1552 O ADDRESS: CONTRACTOR: PHONE #: 234 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineer' 2S Public Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/25/04 234 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 Fire ublic Works , . olmin Zoning Utilities Licensing CONDITIONSo TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/24/04 04-1552 234 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. En 'fieering Public Works Utilities Fire 0 Zoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 1 1 1 r 1 i r CERTIFCATE OF OCCUPANCY I+r; REQUEST FOR FINAL INSPECTI J New Single Family Residence""= 1 1 A r 1 DATE: 08/24/04 1 C) O u y m j PERMIT #: 04-1552 N 1 r 1 ADDRESS: 234 Venetian Bay Cir CONTRACTOR: Morrison Domes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire OZoning Utilities Licensing lam M ts-lo-1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBCIO 01 CITY OF SANFORD 8%25%04 Address Misc. Information Inquiry 14:21:59 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 241055 23. 19.30.502-0000-0270 234 VENETIAN BAY CIR Free - form 'information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04- 1552 PD 4-8-04 SEE REC#6610 3/ 4"WA METER SET FEE $190.00 PD 4-8-04 REC# 6610 F2= Address F3=Exit F5=Special Notes F9=Parcel Notes F12= Cancel i i i i i is i i ipiii CERTIFCATE OF OCCUPANCY I 0 j REQUEST FOR FINAL INSPECTIO14 9j New Single Family Residence"" D 4 I I i 0, I L I r sr, E I DATE: 08/25/04 veal 4 m I I PERMIT #: 04-1552 z o 0-CL a ADDRESS: 234 Venetian Bay Cir e t CONTRACTOR: Morrison Homes PHONE #: 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 tilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/26/04 , 12:48:16 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 241055 23.19.30.502-0000-0270 234 VENETIAN BAY CIR Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1552 PD 4-8-04 SEE REC#6610 3/4"WA METER SET FEE $190.00 PD 4-8-04 REC#6610 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CITY OF SANFORD PERMIT APPLICATION Permit # : —1 — r !' S S a f Job Address: a3 `7 e Date: 4- '? Description of Work: ' I Historic District: Zoning: Value of Work: S Permit Type: Building Electrical u 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: ESL+. form required for other than X) Construction Type: of Stories: # of Dwelling Units: __- Flood Zone: (F q Parcel #: Owners Name & Address: MOMS Q r Attach Proof of Ownership & Legal C`n, LIA- L r,. II l tene. Phone: I—L4 07 — Il{t, a00 Contractor Name &Address: nC e C l ah t 3 Sta License Number Phone & Fax: " h S—' O(p Rrl S — q c1 ( Contact Perso: Lo,, ,Phone: Bonding Company: Address: Mortgage Lender: Address: Phone: Architect/Engineer: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complianceconstructionandzoning. WARMING TO OWNER: YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. there may be this ay be found the public of NOTICE: In addition to the requirements nofthis permit, ved from other goadditional etrnmentaIentities such as water able o management districts, astate agencies, or federal agent es. this county, and there may be ad permits Acceptance of permit is verification that I will notify the owner of the property of the&re,,,og of Florida Lien Law, F 13. Date Date Stgnature o or/Agent Signature of Owner/Agent C Sll1 J Print Contract Ag nt's Name print Owner/ Agent's Name j r Aknodover Date Sig re of Notary -State of Florida MY ComrniuW DD272809 Signature ofNotary -Stale of Florida 1` NO P` Expires December 07 2007 owner/Agent is _Personally Known to hie or Contractor/Age t is ._ Personally Known to 11e or Produced IT) Produced ID Utilities: FD: APPLICATION APPROVED BY: Bldg: Zoning: ) Initial & Date) Initial & Date) ( Initial & Date) (Initial & Date Special Conditions: Dr /)- 4- IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75939 DATE: _ BUILDING PERMI \/ ' ~~-~ (CITY) COUNTY NUMBER: UNIT ADDRESS'' +f TRAFFIC ZONEx JURISDICTIun SEC: ___ TWP R G AllPARCEL: _______________ SUBDIVISION: TRACT: / PLAT BOOK: --------- ^—~- u (/- ' ri---------------- z ADDRESS: ADDRESS: ' _ / ________________--_ _-__-- ---- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential 1 WORK DESCRIPTION: Single Family House: Detached - Construction FEE BEMEFIT RATE FEE UMIT RATE PER TYPE TOTAL DUE TYPE DIST SCHEDULE IXESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AM T $ 2,285.0O STATEMENT ` RECEIVED BY: -p _ SIGNATURE _.... ....... ___ WAAW PRINT TAW _ NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITYFOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** ` PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DOE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT~ PERSONS ARE ALZO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED9 FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND S8[ULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP Lm' T OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** f j CITY OF SANFORD PERMIT APPLICATION Permit # : -- --. - Date:_ ZA!z Job Address:.-_ _ n e Description of Work: r QQ Historic District: Zoning: Value of Work: $ •.Y 7"t • Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole y 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 ZZOccupancyType: Residential Commercial Industrial Total Square Footage: • Construction Type: GM U # of Stories: _/ L of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) O Parcel #: 23 1 ! 3076.02— anoo— 2 (Attach Proof of Ownership & Legal Description) Owners Name & Address M'/rr<SP/y !/r FJ 506(rHH141, 44 Q 761 Phone: 40 /DZ 1 007, - PJM Contractor Name & Address: 41,e Q /fl' Ul f lv Cl/vl%Q p gate didWINmbeer: Ci/'S G Q/ / 27 y 7 Phone & Fax: QO / 0/ S Contact Pe soo , A% A- l - lam- Phone(07J S 7 0 Bonding Company: /VA Address: /U/4 - FFR 8d% Mortgage Lender: /ii A Address: Architect/Engineer: HC- % A1i/ Phone 97 Address: d37 JWn 4614t t Kd `- / NFax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thaf riAwork orinstallation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQA 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 additio al permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance"etrmts will notify the ownerofth ey/property ofthe requirements ofF} w, FS 713.V V I NN9Agent Dat Signatureof CoU; Ar/Agent ate cz c i M te r ! 7 IN Mhl! sr iv m 4 Print Owner/ e e Print Cont7/t' e 66 CQ z Q lr, o oa p¢ Signatur - Stat orida Date Signature tate of Florida U X y ro Owner/Agent is v Personally Known to Me or Produced ID NA• APPLA W F ( TION APPROVED BY: Bid- y ` Zoning: IC Initial & Date) Special Conditions: Contractor/Agent is Personally Known to Me or ProducedID Utilities: FD: Initial & Date) (Initial & Date) ( Initial & Date) ize'@G'{1'zd s-I 61 Permit Number: MARYANNE MORWI CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05`OO FIE; 1984 CLERK'S # 210040 4495 WCORDPI) Q1''/18/2004 01:40:24 RM RECORDING FEES 6.00 RECORDED BY L McKinley Prepared By Daphne Clark and VP.O.Box 784283 CERTIFIED COPY Return To: Winter Garden, FL 34778-4283 MARYANNE N1ORSE CLERK OF-CIRO IT COU" LE COU 1 FLORMA NOTICE OF COMMENCEMENT. State of Florida.. E County of Seminole. qFEB 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 VE TIAN BAY, according to the plat thereof, as recorded in Plat Book 63., Pages 84-88, of the public records of Seminole County, G 7 2 Florida. 1 Street Address 7; 1 G .Sanford, FL 2. General 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. Suite 200 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 ate of notice of commencement : One year from the date of recor . ip . Date Signed : Signature of Owner's Agent, Maria Lisa Steiner Sworn to and subscrib"fore me this by Maria Lisa Steiner, who is personally known to me. ra,' AY I e, D. A CLERK MY COMMISSION # DD 214811 Signature o Notary Seal: * * EXPIRES: June 27, 2007 iP gal,; Banded Thn) Buda Ndwy Sam= oF e LIMITED POWER. OF ATTORNEY DATE: 7i I HEREBY NAME AND APPOINT: DAPHNE CLARK, <Aged GUSTAV BOTES, EACH AN AGENT OF: MORRISON EOM S TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : 7 SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR.1 SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: BY: MARIA LISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTYOF ORANGE. ................................................... LAURA K. HOBSON Commission # DD0143651 Expires 8/20/200§ 6, Bonded through SIGNATURE OF NOTARY: t t ti,. ry Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL Setninuir C txtnty vyjrrtrl rnnirr NARCIS USA) el#nnet I III I V. Ntr'*t st, sn"k0rd Fl. 3:771 dll'7.8h-"plh i GENERAL Parcel Id: 23-19-30-502-0000-0270 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,2ipCode: MAITLAND FL 32751 Property Address: 234 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 11,310.00 $11,310 t < Back > 1 t AID. 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 LEGAL DESCRIPTION PLAT LOT 27 VENETIAN BAY PB 63 PGS 84 - 88 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax poses. if you recently purchased a homesteaded property Your next Year's property tax will be based on Just/Market value. I of 1 2/ 12/2004 6:15 PM e4gsocia es 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 L I NE L I L 2 BEhM1k6f Survey S 89°59'43-W N 89°59'43-E NARCISSUS AVE. DISTANCE 50.00' 50.00' TRACT G 10' ADDITIONAL RIGHT OF WAY LI LOT 27 A' GRADING 5.500 SO. FT. N Cn 0v Z o 15.3, O v cov PAT16 O nc O O ' 0 24.7 0r-- O NASSAU 11 1561 O °- O ELEV. -A.B.0 & D" Oo< SINGLE FAMILY nm RESIDENCE FIN. FL. ELEV: Z y LOT 26 v 15.6 rn v mm LOT 28 rl Ln El w n in 6.3' w 61 ' D w mz O 40 W O 14.3' CITY OF SANFORD LEGAL DESCRIPTION.' Lot 27, - V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 or the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X. according to the Flood Insurance Rate Map Community Panel Number 12 028 9 0035E.Dated 0 4 / 1 7 / 9 5 City of Sanford. 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 %"iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved Certirication: Not valid without the ure and the original raised seal of a Florida licensed Surveyor d Mappe urvey meets the requi is of the F rida Minimum Techni' I Stand s as contained 0,C t r 61G Florida Administrative de. William A. Herx, P.L.S. Florida Register Land Surveyor No. 3182 Darae L. Przemienlocki, P.S.M. Regist1req Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su or and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. . 501% MinimumLotWidth50' LOT S0. FT. IMPERVIOUS AREA -2725SO.FT. Note: Bearings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. j Job Number 2001. Legend Temporary Benchmark ovsset O. R.B.Offici O.R Official Records Book assumed datum) PB Plat PlatBook BOW Back of sidewalk PC Point ofCurvature GIL Centerline PCC. Point of Compound dCurvature Id Central or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated P Page CB Chord Bearing P.R.M. Permanent Reference Monument COhord PA- Properly Line _ COConcreteMonumentP.O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I. R. Iron Rod RAD Radial Line L Arc Length RES. Residence ' LB Licensed Business R/ W Right -of -Way LS. Land Surveyor TBM Temporary Benchmark Mea Measured TYP. Typical N/ D(N&D) Nail and Disk Fence symbol (see drawing) N. R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legol Description This is not a Survey Drawn by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1•- 30' Plot pion performed: 02-05-04 Foundation Survey: Final Survey: Rovisions . r" 10-03 -203 9 : 04AM Permit # . C T— Job AddrW, _,AJ FROM CI'ry OF SANF01tD > zamrr APPLICATION I ]Date: _ P. 2 Dcscriplion of Work: ry Historic District: Zouiag: Value of Worlst S Permit Type: Bu&mg Eltxlicai Mcchanical Plumbing Fire Sptiwcr/Alarm Pool ElectriW: New Savior, — # of AMPS AddidoWAIWr4i0n Change of Service Tompormy Polc Meehuaical: Residential Non-Rrsidental RcpL-w matt • Ncw (Duct Layout & Energy Cale. Required) PlumbiaW Ncw Contstw nett: # of fi:ttures 10 of Water & Sewer Li= # of Gas Lines Plumbing/New Resideridak # of WA - Plumbwg Repair- Residential or Communal Occupancy Type: Residential4 Comatercial zndustrial Total Square Footabe: Cowruction Type tY of Stories: N of Dwelling Units: Roved Zone: (FBMA form required fur other tAaa X) Parcclll: _— of Ownership & Legal Pertcrlpdoa) Owners NUMM 4 Address: "` C tric r Nu++t &Address: r• J - iyi % ,.'',,/ fJ! ! /--r! C VIP te LuStytasc Nr S Pkont & fax: 'u Y 4 •Cogcact Perron ' ' /U Phor<e: _ iS ySfL } Bunjiog Cowtpauy: AddresA: ...... -- tprlgagt Address: _ ..... _._ Arch(iectJl;u=iuecr: Phone: AddresA: Fax: Application 4 hereby made to obtain a permit to do Uic'work and installations as indicated. I certify that no work of instillation has commenced prior to the issuance of a permit and that all work will be performed to meet standard, of all laws regulating cooatructivn in this jurisdiction. 1 uncicrsmnd rivet a scpararc permit must be Accused for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF..ATERS, TANKS, and AIR CONDITIONERS, cte. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and Out All work will be done in compliance with all applicable laws rogulaline construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOT(CF OF COMMENCEMENT MAY RESULT IN YUUII Pt-y M(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOM KECORDING YOUR NOTICE OF COMMBNCF.MF.NT. NOTICE: In addition to the requirements Of this permit, there may be additional restrictions Applicable to this property chit may W found in the public records of this county, and there may be additional permits required from other gorcrnm4ntal entities such as water management districts, state agencies, or federal trgcncia- Acceptance of permit is vmGcuion the I will notify the owner of the proporry of the requiremerus of Florida Lien Law, FS 713, U _ Signature of Owner/Agent Date Signature of ,tor/Agent Date Prat Owncr/Agcnt's Name Signature of Notary-State'of Florida Date UwucdAgent is _ Perwailly Known to hie or' Produced lU APPLICATIUN APPROVED BY: U14j: Initial & Date) Print Contra etor/Agent's Name 14 -a'd`/ awrc of Notary -state of Florida _ Oaw 4rrr % George Stokes Contractor/Agent is , cwnally Known 1 Commission D0024871 Produced ID.., Expires May 13 2005 Zoning: Utilities: FD: Initial tit Date) (Initial & Ihto) (Initial & Date) Special Comlitioru: 1 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 234 VENETIAN BAY CIRCLE O.M.B. No. 3067-0077 Expires December 31, 2005 CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 27 ;' VENETIAN BAY " PLAT BOOK PAGES 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): P or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® 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, AR/A, AR/AE, AR/A1-A30, AR/AH, 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) o d) Attached garage (top of slab) 15. 5 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 2 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 14. 9 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15. 1 fit m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) v n Ec 00 a j< wm E' 0 cm z r Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Spdngs FL 32714 E R DATE TELEPHONE v1 . A . 8 20-04 407 788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number 234 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company;NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note : Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS J Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 27 Venetian Bay, 234 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 234 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 27, "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. Q.` La/rl Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb Herx * .4moc ates -fnc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY r 1.8' L I r 1.8' r 6' BRICK WALL FD 5' O/S cn 5 .0 V O O 0 O O LOT 27 ' u, A- GRADING M 5.500 SO. FT. N 0 15.3' CO V . PATIO 24. 7' NASSAU II 1561 ELEV. •A.B.0 & D- SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.8 a 0 SETS 5' 0/5 0. 2' I S 89° 9'43"W-1 5 44.00' REFERENCED BEARING LOT 28 237.22' CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRIPTION Lot 27, " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63 of pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X. according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determbotion was performed by grcphxc plottiinngq from Flood Insurance Rate Mops provided by FEMA. No field surveying was perarmedby this Firm to determine this Zone. The exact zone location con only be determined by on elevation study. We assume no responsibi5ty for actual flooding condtions concerning this parcel General Notes: SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' ti u, 0 0 P. C.P. \ Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering, bc. Job Number 2001. 1. This is a BOUNDARY Survey performed in the held on a5 - 05 - ¢ Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark OrS Offset subsurface/ aerial encroachments, if any, were located. assumed datum) O. R.B. Records Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk P8 PC Plat BPlatBookPoint of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL CenterlinePCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d l A ltDor (ea) Angle CentralP.C.P. Permanent Control point only to depict the proposed or actual difference in elevation relative to the assumed CALC CalculatedC8 Chord BearingPG. Page temporary Benchmark shown hereon. _ CD Chord P.R. M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P. P. O. B. Property Line Point of Beginning Rights -of - way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) f ped) P.O.C. Point or Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency B. Copies o/ this Survey maybe made for the original transaction only. Iron Rod R RadiusI. R. aDenotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RAD RES. Radial Line Residence iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. P PLBLicensed Business RAN Right -of --Way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea Measured TVP. Typical 2004 Herx & Associates Inc. All rights reserved g N/D( N&D) N.R. Nail and Disk Not Radial Fence symbol ( see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a F or da licensed Surveyor and Mapper Drawn by: CM Thi s y meets the requirements of the Florida inimum Technical Checked b y : DP St n ar as contained in Chapter 61G 17-6 FI i a Administrative Code. P r o p o r e d For : MORR 1 SON Job Number: 02-017-02 Score : 130' Plot Ion performed: 02-05-04 William A. Herx, P.L.S. Florida Registered Land Surve rNo.3182 FoundClio Surrey: 05-05-04 Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 F i n o 1 S u r v e y : 08 - 13 - 04 William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 AUG (? e O O Revisions Herx & Associates Inc., State of Florida LB 4937 U Ili TRUSS INDEX SHEET Per Rule 61G15-31:003 of the Florida Board of Engineers Customer: MORRIZ22302 ON 25MYTH LUMBER CO. Job Identification: Z22302A Address 1 VENETIAN BAY ROOF TRUSS DIVISION Address 2 LOT 27 2722 SOUTH APOPKA BLVD. Jurisdiction: CITY OF SANFORD APOPKA, FL 32703 General Building Design Information 407-299-1522 Florida Building Code - 2001 • Chapters 16 and 23 FAx: 407-299-9153 ANS11TPl 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal D # 09-Feb-04 Truss E ineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 y: iff R18 R19 1 V 1 V2 V3 H1 E1 C1 C2 C3 C4 C5 29 Plus Standard Details PLANS REVIEWED CITY OF SANIFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers I No.42704 STATE OF •` P01N ,A L, 4, 5° GI" GI G2 7 0' c G4- ti P1s EI T 7' 0' cl G2 EI GS c3 c3 Ks K7 K6 16' 0' 14" O' R5 K4 93 s a' RI 61' 0' 18 0• DIJILD W'aLL K2 24 0' TO HEIC+fr TO HEICi-fr 8' 0' PLATE THEN KI\EEV,4J- KIO 13' 0' PLATE 0' PL. HT. KII 11" 7 4' 7" 4' 0' O' KI9 K12 RI3 S P.IS K19 G3 G2 i w 22 4• 18 14 ZF AN GI 4 G3 1 N RI6 P,17 cl O G3 jQ o 5' GI EI I Vz' c I_ 81"IT01 HEI T - The Truss Engineer's seat, when applied, confirms the placement of the truss framing as it relates to the Truss designs specific for this structure. The truss framin is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framin? and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and struclurarelements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional approval by the building PE design professional shall include, bu( not be limited to, design loading, lengths, profiles, pitches and depths. 120 1/ 4 3i I6' HOLD TRUZZEZ BACK f ON BLOCK e 1/ 2' ON FRALIE WpLLZ MYTH [- UMI)r GO FOOF TFUS DNI5101\J 2722 SOUTH APOPKA dLVC. AFOPKA, FL. 32703 407) 2qq - 1522 FAX ( 407) 2qq - g153 Engineering Gertificate of Authorization # g216 NOTES: IT IZ TFE DO, DEF.'S PESPONr-E ITY TO VERPY TFVSS FLAGEi,&JI FLAN AND TR Y,5 DE%N GP.A'IINCf? AGAN5T FELD CaDITVJNS AND PEA IJTNdT i 0-MEtre. `ELTION (429 ANSVTPI 14i45) APPROVE11 MALE MIM _ 51li• ED DATETRUSZEZ W15T NOT DE GUr OR ALTERED 2) N ANY WAY IMTWIUr MOK AUTHOKIZATION DY SMYTH T"U , GOUFANY. 3) TRIhZE5 THAT ARE CUT 09 ALTERED 11" Jr ALrfF RATION WLL Bf F.EPNRHI OR REPLACED AT a)5TOI,EP-'Z E7'EN`..E. 4) DGwN f D 1T}'0Ur MCK OFANYrtivCIE NOT P MMLIT Ga f:NT DY WYTH TRhS G41,PANY. DETAILS: KEFEF TO HO N IREG()LLC PAT1ON5 FOR HANDLING, NSTALLATV.MJ, AND TELfOKAPY DPACNGI REFU TO ENGIEEFED DRA0,65 FOR PEF. MMENT DPACNG FNUIED ALL TFU55E5 MIGLLM46 TRJ -fZ Ui OER VALLEY INFPW.GIMIST DE GOLFU FELY DECKED CP REFEP TO VALLEY TRI15 PETALS FOP 4LTM4ATE DRAGN5 REOL#;' ENT5 ALL VALLEYS TO DE GONVENTONILLY FRAI, ED DY DLUDEK 4) NTEPID° LOAD VIEAF146 WALL 5 ALL 1G101 TRUSS 1-14610EK1 10 DE-JLf'1ON HJZ2% OR Vy rANT-ZAGI T1-D26 LiJ-E55 NOTED 01TEF9'IZ O - HUS26 OR THD26 A - HHUS26-2 OR TH026-2 9 - HHUS26-2 OR THD28-2 HHUS48 OR THD48 CO - HGUS26-2 OR THDH26-2 CA - HGUS28.2 OR THDH28-2 4 - HGUS28-3 OR THDH28-3 SUUR210 OR SKH21OUR T - HGUS46 OR THDH48 C@ - THA422 OR MSH422 THAC422 OR MSH4221F @ - HUC410 OR HD4101F 2U - THJA26 OR HJC26 GONTRAGT r DI?PI50N HOMES LLC3UCA - K1) 0 IHIS OWG PREPARED FROM COMPUTER INPUT (LOAD,, & DIMEN,SIONS) SUBMIT IED 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. 5X6= 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 V— J A U— J A U— 3X6(A1) 3X6 (A1) 1-4-0 1-4-0 r r 1— 20-0-0 _I 20-0-0 r 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLI IYP. Wave IP1-95 K Design Criteria: TPI STD a 0TY:7 FL 1 R - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND a\ ' M e T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE n` '1 INSTITUTE. 583 D-ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO 11F[ • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `: ( '4••:t T C D L 7.0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; ROOF TRUSS IV1S10N **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336120PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 1 1 2722 SOLITH APOPKA BwD. BUILD THE TRUSSES IN CONFORMANCE WITH II: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7C 7f 7 p APOPKA, FL 32703 BP.ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN VS STATE OF BC LL 0.0 PSF SLT-ENG /WMR CONN7- 299-1522 SPECEC TO RSL ARE MAD OF OFD20GA T ASTMHE NIA653 ERIA GR 40R GALV. N DST E EL ERE XC E PT ASI NOTED. T APPLYCONNECTORSTO LPINES `. ' V FAx: O407- 299-911 53 I 0 R 10,,.•'' T 0 T. L D. 37.0 P S F S E 0 N - 33584 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER yff• PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR. FAC. 1.25 FROM SDY RESPONSIBILITY SOLELYFORTHETRUSSCOt1P0NENTDESiGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHOR17ATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 u ANSI/TPI 1-1995 SECTION 2., SPACING 24. 0" JREF - 1RY8352 Z02 TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 :62 2x6 SP #2: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 9-4-0 3X6(A1) 1-4-0 1-4-0 20-0 0 20-0-0 10-6-0 1 10-7-0 18-11-0 40-0-0 Over 2 Supports j R=1561 U=478 W=8" R=1561 U=479 W=8" ODE a QTY y tiM'c 4 yF f No.42704 i STATE OF oMAi.N" Feb 03 1ZZ3UZA - K3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6 (Al) 1-4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 2.5X40 2.5X4 6 r- 5X6% 6 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= R=1561 U=481 W=8" 2-0-0 0-0-0 Over 2 Support rLI IiP. Hdve iri -y5 K Uesl n uriTerla: IN1 JIU tL bL WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAOISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STR UCIUR AL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU55 DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407.299-1 522 SPECIFICATION PUBLISHED BY, THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC A7 ED ON TH [S DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTA NCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A N 0 USE OF THIS CERTIFICATE OF AUTHOREIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. iIF1 < i No.42704 STATE OF reS.s 0RVot Feb 03 3X6 ( Al) 1- 4-0 r R= 1561 U=481 W=8" TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 1875"/Ft.. REF R352--61962 DATE 12/02/02 D RW SLTUSR352 02.336121 SLT- ENG WMR SEON 33592 FROM RH JREF 1RY8352 702 niME—T—C\ Q— MTTTcn V TD11— MEo LCC3UCN - M4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense :B3 2x4 SP #k2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(Al) 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X6= 5X6= 2.5X4 e- 5 X 6 6 ,— -1 6 2X40 5X6% 9-4-0 I vr= vQ= 63 vti xti 3X6(Al) 1-4-0 1-4-0 I 17-0-0 I 6-0-0 I 17-0-0 1 40-0-0 Over 2 Support R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLD WARNING" TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MAD ISO N. NI 5J 719), FOR SAFETY PRACTICES PRIOR TO PCERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND%ATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407.290-1 522 SPEC IFICATION PUB LISHE D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407.299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS. 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLED FOP. I THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS GERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. CODE de9w+ 0T` M. i No.42704 i STATE OF j- e OR OPr`v s/ NALE Feb 03 '03 FL/-/ l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC.T 1.25. SPACING 24.0" Scale=. 1875"/Ft. REF R352--61963 DATE 12/02/02 D R W SLTUSR352 02336122 SLT- ENG WMR SEON 33594 FROM RH JREF 1RY8352 ZO2 LCC3VCH - K D ) --. 4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(Al) I F!IJ UWU I'H L I'A Kr -KUPI I,U PIYUILA IIN YUI ILUAUP & U.II-ILI`i31UIV3) 3UD1"I111LU DI IRU33. -R. 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X6 * 5 X 6 6 r— (A) (A) -I 6 A) (A) 9-4-0 9xa n( FQ= FVQ= 2xd m 3X6(Al) _ 1-4-0 1-4-0 15-0-0 _I_ 10-0-0 _I_ 15-0-0 _I 40-0-0 Over 2 Supports _ I R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES FR[OR TO PERFORMING THESE FUNCTIONS: UNLESS OTHERN ISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.; IMPORTANT— FURNISH. A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECCONNECTORS TOCONNECTORSIAREPMADESQF020GATASTMMA653AGR40RCALYESTANSTEEPERASSE%CEP7IATASINOTEpNDTAFPLYALRINEEACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M. R P tIFfC'4c j ND.42704 : 71 STATE OF ' 1 `. V OR10,.• T c TIC BC B C TOT L L D L DL L L L D. 20. 0 7 10. 0 0. 0 37. 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 6 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407. 299 1522 FAx: 407-299 91 53 DATE 12102102 DRW SLTUSR352 02336123 S L T - E N G / W M R S E Q N 33597 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A.2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ES FONSIBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92'a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1- 1995 SECTION 2. F e b 03 L - SPACINGANSI/TPI24. 0" J R E F 1 R Y 8 3 5 2_Z 0 2 LZZ9UZA - Kb) 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. 3X6(Al) _ in11 unu rmErAmCU F-1I wriruirm INrui (-- a n—la l—)—Druiiw — —UJJ . 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 6 =— 2X4111 5X6= 5 X 6 5 X 6 6 r 6 9-4-0 RYA m 5X6= 1YR= c v 2Y11 m 3X6(A1) 1-4-0 1-4-0 I 13-0-0 _I, 14-0-0 _1_ 13-0-0 _1 LE 40-0-0 Over 2 Supports _ I R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING. AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 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 RqyQFIC •••. gfGif- 4• I ESI1IC.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-- 6 1 9 6 5 DATE 12102102 S MYTH LUMBER CO. RooFTRussDrvlsto v DRW SLTUSR352 023.36124 _ SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 007-2991522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER[CAN FOREST AND PAPER ASSOrIATiON) AND iPI. ALPINEtiy;cR,OP.:V CONNECTORS ARE MADE OF 20GA ASTM A65C GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 STATE OF •Q y... ss Nai.ti BC TOT LL L D. O.D 3 7. 0 PSF cPJ F S E Q N 33603 D U R F A C . 1 .2 5 FROM LIR " PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRA'nCN #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSI-1- ITY SO LEL Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITP1 1-1995 SECTION 2. Feb 03 '03 SPACING 24.0" JREF 1RY8352_ZO2 kZeJUCA - K/) 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 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(Al) I3tm 2.5X4= 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 90 5X6= 2X4, 2X4% 6 6 9-4-0 RYA- rYr= 5X8= 3X6(Al) 1-4-0 1-4-0 cy lL 11-0-0 _I 18-0-0 1 11-0-0 1 40-0-0 Over 2 Supports R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Desi g n Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALL114G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ERFORMIPNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TP. USSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 CALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F1 '('• P jGv r;;. i j N0.44704 11q 7C 6 iSTATEOF S < O RICQ^ f P T CT C BC BC TOT L L D L DL L L L D . 20. 7 1D. D D. 37. 0 O O 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 6 6 SMYTH LUMBER CO. RooFTRusSDmstoN 272250UTHAPOPKABLVD. APOPxq, FL 32703 407-299-1 522 FAX: 407-299- 9 1 53 DATE 12102102 DRW SLTUSR352 02336125 S L T- E N G / W M R S E Q N 33601 D U R F A C . 1 . 2 5 FROM R H PROFESSIONAL ENGINEERING CERTIFICATEOFAUTFIORrLATION 71921E DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF THIS COMPONENTANY TFOR 1SECTPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER s Na F e b 03 0 3 uiomu Trn Dv TDUCC MUD LCLSUCA - K?5) 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. 3X6 (Al) 5X6= 2.5X4= 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2.5X4.= 5X6= 2X42X4% 6 r 6 9- 4-0 3X8= 5X6= 5X6= 3X8= 3X6 ( Al) 1- 4-0 1-4-0 rr L 9-0-0 I 22-0-0 I_ 9-0-0 _I 40- 0-0 Over 2 Supports R= 1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES R-EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M e 7T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 6 7 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD H, WI 53719). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANEL SFTHESUBOTTOMTIONSCHORDESHALLHHAYEERW SAPRO PERLYDA77ACHEDORDGIDACEILING HAI PROPERLY ATTACHED IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F'C . 4G qr • 1 NO. 42704 77CC j STATE OF ti P:• 4 Q R,O T C BC B TOT D L DL L L L D - 7. 10. 0 0.0 37.0 0 P S F PSF P S F P S F DATE 12102102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299. 1 522 FAx: 407- 299-9153 DRW SLTUSk352 02336126 S L T E N G / W M R S E 0 N 3 3 6 0 5 DUR. FAC. 1.25.. FROM RH PROFESSIONAL ENGINEERINGDRAWINGS, 60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO LE L' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACINGANSIJTPI 2 4. 0" J R E F 1 R Y 8 3 5 2_Z 0 2 CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2. F e b 03 - Z22302A — R9) •e 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. 6X8= 2.5X4111 7X8= 2.5X4III 6 r T2 A) T. 2 . 5 X 4 III 4X6(Al) 1.31:1m 2.5X4 III 4X6(Al) 1-4-0 ,1 1-4-0 E 15-0-0 1_ 7-0-0 _I 26-0-0 I_ 7-0-0 I R=651 U=439 W=8" 40-0-0 Over 3 Support R=3887 U=2300 W=8" R=1637 U=1020 W=8" 9-4-0 PLT TYP. Wave TPI-95 Desi g n Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MAOISO N, WI 63719). FOR SAFETY PRACTICES PRIOR TO PE P.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO RA- y/- L t F(, •'•• f• Y %'•' e Qi l G S f No.42704 T C T C BC L L D L DL 20. 7. 10.0 0 0 P S F CPSFF PSF R E F R 3 5 2-- 6 1 9 6 8 S MYTH LUMBER CO. RooFTRussDtvtStoN DATE 12102102 DRW SLTUSR352 02336127 SLT-ENG WMR 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORrZATION #9218 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 FECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 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 COMPONENTANSECTION PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER T1 STATE OF ; O R,O `•••w y F e b 03 ' 03 BC T O T. LL L D. 0. 0 37. 0 PSF P S F S E O N 3 3 6 0 7 D U R F A C 12 5 FROM R H SPACING S E E ABOVEI J R E F 1 R Y 8 3 5 2_Z 0 2 LLL.SULA - K1U TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 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. 9-4-0 3 1-4-0 h 120 MPH WIND, 14.32 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. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 2X4111 3X10= 6H6 2X4III 20-0-0 19-11-0 10-6-0 1 10-7-0 18-10-0 39-11-0 Over 2 Supports ' I R=1569 U=481 W=8" R=1552 U=481 W=8" PLT TYP. Wave TPI-95 R Desi g n Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. 583 D'ONO FRID DR., SUITE 200. MADISO N, Nt 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO qy l'• tIFIC•.q .• C0jc; ; :0 i No. 42704 y: :1 77[C 7G T C T C BC L L D L DL 2 0. 7 10.0 0 0 PSF P S F PSF REF R 3 5 2-- 6 1 9 6 9 DATE 12102102 SMYTH LUMBER CO. ROOF TRUSSDIYISION DRW SLTUSR352 02336128 S L T - E N G W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407.299 1 522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONF OP.MANCE 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 AHER ICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 f,ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOE'•..,,...... EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0001 STATE OF • Q1 [/ o t O R10 f V BC TOT L L L D . 0.0 37.0 P S F P S F S E O N 33614 D U R F A C ., 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PP.OFESSIONAL ENGINEERING RESPONSIIS[ LITSOLELrY FOR THE TRUSS COMPONENT DESIGN SH OWN. 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. F e b 03 ' 0 3 SPACING 24.0 J R E F 1 R Y 8 3 5 2 Z 0 2 Z22302A - R11 IHIS UWG PHEPAHEU FHUM LUMPUILH INPUI (LUAU) Ei UIML IIJIUINJ) JUIJMII ILLI 01 IIIUL3 Pirn- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7H8- 2. 5X4 = 5X6= 3X4= 1-4-0 13-11-8 iE 7-1-0 1-5-0 20-0-0 19-11-0 14-3-0 6-6-0 19-2-0 39-11-0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7" R=1020 U=528 W=8" T 1 11 88-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND e T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 0BRACING. REFER TO HIB91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE 'I INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MA SON, NI 53719), FOR SA ETY PRACTICES PRIOR 70 .C•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `4'" q••( T C D L. 7. O P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRussDIVISION " IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336129 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING -Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF S FECIF IC AT ION PUBLISH EO BY THE AMERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :.• 407-299 1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 VVV i, TOT. L D . 37.0 P S F S E Q N 33620 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LCC ATED ON THIS BESIGN, POSITION CONNECTORS PER n PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `rtS'ONAI. D U R . F A C . 1 .25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF . THIS CERTIFICATE OFAUTHORrLA110N #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,. PER - F e b 03 u ANSI/TPI 1-1995 SECTION 2. SPACING S E E ABOVEI J R Ef - 1 R Y 8 3 5 2_Z 0 2 LLL.SULA - Kie) THIS DWG PREPARED FROM COMPUfLR INPUT (LOADS Y DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 5X4= x4 m 2X4(Al) = 2.5X4 11-4 01E 13-11-8 —1 11-4-81-4- 14-10-0 _1_ 7-6-0 I 14-3-0 8-1-0 IE 22-4-0 Over 3 Supports R=5.97 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLI IYP. Wave IP1-95 R Design Criteria: TPI STD FL BLDG CODE 0 T Y WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF (TRUSS PLATE M. A1 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD N. NI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED G atlFi S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD -SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO.42704 F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACINC OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF ICA7ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • R S PJ'•:V 407-299-7522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 0 R10FAx: 407-2999153 TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VN/" PROFESSIONAL ENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING. INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AITTHOHRATION# 9216 RESPONSII ILIT Y SOLE LTV FOR THE TRUSS COMPONENT OESICN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOP. ANY PARTICULAR BUILDING IS THE P. E SPO NS IB IL IT Y OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Feb 03 ' 03 13-0-0 9-4-0 rL/-/1/-/-/K/- TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC.,, 1. 25„• SPACING 24.0" Scale=.25"/Ft. REF R352--61971 DATE 12/02/ 02 DR W SLTUSR352 02336130 SLT-ENG WMR SEON 33628 FROM RH JREF 1RY8352 ZO2 0 LCCSUCA - K1S) "` I. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR .FAC.=1.25 / PLATE OUR. FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.42 TIC From 81 PLF at 7.42 to 81 PLF at 22.33 TIC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= i nip uwu rn[r An[u rnum urirui— iivrui 1wAu « -1-11111of . • 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. 13-0-0 2X4 (Al) = 2. 5X4 I—4- 13-11-8 I I1 4 811 4 0 t yC y I_ 14-10-0 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=633 U=368 W=8" R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL 1 R - Scale 25" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. -REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFOR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 C,A ASTM ;A 653 GR 40 GALV. STEEI, EXCEPT AS NOTED. AFFLV CONNECTORS TOEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERO 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 ryl• M IY' V'.'' C''- 4rG r•: NO. aZJO i o STATE OF • PAWRO ••• VVs//p„1 v IM T C T C B C B C TOT.LD. L L D L D L L L 20.0 7.0 10.0 0.0 37.0 P P P P PSF S F S F S F S F R E F R 3 5 2-- 6 1 9 7 2 DATE . 1 2 / 0 2 / 0 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 a07-299.1522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING D R W SLTUSR 352 02335131 S L T - E N G / W M R SEON - 33631 D U R F A C . 1 .2 5 FROM R H SPACING SEE ABOVE JREF 1RY8352_Z02CERTIFICATEOFAUTHORIZA'PION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER ANSI(TPI 1 1995 SECTION 2. Feb o tee.3UGA - K14) H1J UWG HHtPAKLU CHUM UUMNUILK INPUT (LUAUS & UIMLNJIUNJ) JUbM111LU by IRUbJ MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2.5X41 5X4= 120 MPH WIND, 10.40 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. L<1-4-Oy I 9-3-0 1 9-8-0 I LEE 18-11-0 Over 2 Supports R=689 U=202 W=3" R=792 U=288 W=8" l PLl IYP. Wave IP1-9b R Design Criteria: TPI STD FL BLDG CODE QTY:3 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ! BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 3 INSTITUTE. 1.3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO FI(++' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED• TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7. 0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED gg : N0. 42704ROOFTRussDIVISION1* BC DL 10.0 PSF DRW SLTUSR352 02336132FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO G 7[ 7C2722SOUTHD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FAPOPKABLVABRICATING. HANDLING, SHIPPING. INSTALLING AND = B C L L 0.0 P S F S L T - E N G W M R APOPKA, FL 32703 .BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407- 299-1522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'o[ P:` L:I CONNECTORSAREMADEOF20GAASTMA653GR40GAL, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • KX O Fll*-• TOT . L D. 37.0 P S F S E Q N - 33633 FAX: 407.299-91 59 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ~... ...... PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R. F A C. 1.25 FROM R H RESPONSIWLITYSOLELf FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, - A2. PER Feb 03 'Os SPACING 24.0" JREF - 1RY8352_Z02 ANSI/TPI1-1995 SECTION LLC.SVLA - K15) - W, -0 - IM1S UWb PHLHAHLU LHUM (.UMPUILH 1NFUI (LUAU] & U1MLNb1UNb) JUb MIIILU UY IHUJJ MLH. TOP CHORD 2x4 SP #2 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (Al) 5X4= 2X4 2X4% 6 r 1 6 8-0-0 nur,m 2X4 (Al) L1-4-?j Li-4-?j L 9-8-0 I 9-8-0 1 E 19-4-0 Over 2 Supports R=796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE QTY:1 FL - 1 R - Scale =.3125 Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND R T C L L 20.0 P S F R E F. R 3 5 2-- 6 1 9 7 4BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST[TUTE. 583 D'ONOFRIO DR.. SUITE 200, MADI500. NI 53119), FOR SAFETY FRACT IC ES PRIOR TO 't IFIC PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .'•y T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rG to : a"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO *C :1 BC DL 10.0 PSF DRW SLTUSR352 02336133 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ' Q B C L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISH EO BY. THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE407.299.1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 G2 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /Q Ri s••v T 0 T . L D . 3 7.0 P S F S E Q N - 33635 FAX: 407-2999 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P •• DRAWINGS 160 A-Z. THE SEAL ON THIS pRAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss NAt D U R . F A C . 1.25 FROM R HPROFESSIONALENGINEERINGRESPONS181LITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 'Us SPACING 24.0" JREF - 1RY8352_Z02 LLLSUCA - K10 r ,., ,. ,,., I . I I n In— II.I. T D ini n 117 n n.nc o nr....... AKX CIIRMITTFFI RY TRIICC 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. 2X4(A1) 120 MPH WIND, 10.23 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 4 =— 5X4= 2 X 4 2X4% 6 16 8-0-0 F,xin= 2X4 (A1) (_ 1-4-0 I 9-0-0 I 1-4-01- 9-0-0 _I 19- 4-0 Over 2 Supports 'I R= 796 U=280 W=8" R=796 U=280 W=8" LT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 R - Scale=.3125" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 2 0.0 P S F R E F R 3 5 2 -_- 6 1 9 7 5 DATE 12102102 INSTITUTE. 503 D'ONO FRIG DR.. SUITE 200. MAD ISO N. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PR OF ERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER [CAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS "' A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB6ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. 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. t FIC,q•• H7 t N,42704 i STATE OF i SV cQR1CP.f V e•'•., .+ vs% (. ANAL v F a_b 03 T C BC BC TOT. LD. O L DL L L 7 10. 0 0. 37. 0 0 0 P S F PSF P S F PSF SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHOROATON #92I8 DRW SLTUSR352 02336134 . S L T - E N G / W M R SEON 33637 D U R . F A C . 1 .25 - FROM R H SPACING 2 4. 0" J R E F 1 R Y 8 3 5 2_Z 0 2 L LLSUL Ii - K1 / ) Hib UWO FKLFAKtU tKUM I,UMNUItK 1Nf Ul (LUAUJ 6 U1Mt NsJ1 M)) JUbMIIILU by IKUJJ MYK. TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 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= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT LI, 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. T2 6 F— 1 6 8-0-0 7X6= 2.5X4III 3X6(Al) = 3X6(Al) L 7-0-0 _I_ 5-4-0 _I_ 7-0-0 _I i 19-4-0 Over 2 Support R=1460 U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CC4L M WARNING— TRUSSES REOUIRE EXSREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERN IS INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMITH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ` IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS R=1460 U=602 W=8" N, NP, F No.42704 STATE OF 0 Rd L flfA CERTIFICATE OF AUTHORFLLTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 ANSI/TPI 1-1995 SECTION 2. - FL/-/1 TC LL TC DL BC DL BC LL TOT. LD. DUR.FAC SPACING R/- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25. SEE ABOV Scale=.3125"/Ft. REF R352--61976 DATE 12/02/02 D R W SLTUSR352 02336135 SLT-ENG WMR SEON 33639 FROM RH JREF 1RY8352 ZO2 Z22302A - R18 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 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= 5X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6(— 6 9-4-0 2X4 III 2X4 III 3X4(A1) = 3X4(A1) L<1-4-OY L<1-4-0>J 1_ 7-0-0 _1_1-4-0_1_ 7-0-0 _I 15-4-0 Over 2 Support R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IBRACNG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), FUBLI SHED BY TPi (TRUSS PLATE INSTTUTE. 5B3 D'ONOFRIO DR.. SUTE 200. HAD ISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIOUNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORNS.DSHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. ROOF TRUSS DIVISION ..IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE .RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APR ICAB LE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299-7 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 C,ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPON;I RBI LITY SOLED' FOR THE TRUSS COMPONENT DESIGN SH ON N. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORTZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. R= 1103 U=559 W=8" 0DEo l l 0TY:1 SIPICR 1 F No. 42704 t STATE OF s< R1OQ:f Feb 03 'U FL/-/ l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC.+ 1.25.. SPACING SEE ABOV Scale=. 375"/Ft. REF R352--61977 DATE 12/02/02 DR W SLTUSR352 02336136 SLT- ENG /WMR SEQN - 33611 FROM RH JREF _ 1RY8352_ZO2 LCC.9UCA - KI'J) IH1S UWG PREPARED FROM COMPUIER INPUT (LOADS & DIMEN51 ONS) SUBM111ED BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 6 9-4-0 3 X 4 III 3X4(Al ) = 3X4(Al) L<1-4-0>J L1-4-oy 1— 7-2-0 I 7-2-0 I i< 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 12..Lla OTY:1 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION.'. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO DR., SUITE 200. MAD SO N. NI 53719). FOR SAFETY PRACTICES PRIOR 70 FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECFECIFICAT ION PUBLISHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION) ANO TPI. ALFI NE CONNECTORS ARE MADE OF 2OCA ASTM A663 GR40 GALV. STEEL. E%CE P7 AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M R t Flca`•. Vie sjGv T '• fir$, i No.42704 6 1 t STATE OF A S P•''vR`O 7s///••• T C T C BC BC TOT.LD. L L D L DL L L 20. 7 10.0 0. 37.0 0 D 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 6 1 9 7 8 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOLFPH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407.299-9153 DATE 1 2 / 0 2 / 0 2 DRW SLTUSR352 023.36137 S L T- E N G / W M R SEON - 33641 DUR.FAC 1.25 FROM RHPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES 0.C.EP TANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES IGN SHOWN. "THE SUITAN ILITY AND USE OF THIS CERTIFICATE OFAUTI-IORRATION#9218 COMPONENT ANSECTIDICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 SPACING SEE ABOVE JREF - 1RY8352_Z02 Z22302A - H1) I M I J UNU rmcrHRCU rRvrl --jruI LR i[ir UI 11-JNUJ h U1PIC11J1VI-1 J-1111ILU ui i-- iuR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. Q 14vio r— 9-11-9 _ 9-10-1 Over 3 Supports R=401 U=318 W=11.314" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL LL WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, N D'ONOFRIO DR., .1. 1. , M. .N, WI IN M , FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIW LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB (LITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COIAFONENI FOR ANY CAIXT ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 11-6-4 7 R=237 U=278 3-9-15 0 R=312 U=180 ODE A 0TY:7 rMc3*N- 14io.42704 i 3 STATE OF t sO RIO Q`v ONA` Feb 03 u FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING •SEE ABOVE Scale=.375"/Ft. REF R352--61979 DATE 12/02/02 DRW SLTUSR352 02336138 - SLT-ENG WMR SEON 33643 FROM RH JREF 1RY8352_ZO2 I 122302A - El) I HIJ UWU FKLFAKLU FKUIM UUI"IFUILK IIVFUI (LUAUS a-VIl-ILIyJ1UI13) 3UOM1I ILL) DI IMU3, rlrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-01E 7-0-12 _ I 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 II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. l R1063 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 FL 1 - R - Scale =.375" Ft. WARNINGS* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ` M w T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYTPI (TRUSS PLATE P' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES FR ,OR TO F ER FORMING THESE FU NCiIONS, UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PR OFERLY ATTACHEDI 1FIC,q;,•F T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER Co. 5TR UC TUR AL PANELS, BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID' CEILING. 4 g RooFTRussD1v1s1oN "" IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { N0.42704 5 BC DL 10.0 PSF DRW SLTUSR352 023361.39 F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOLITH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ._ B C L L 0.0 P S F S L T -E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q" TOT. ID. 37.0 P S F S E O N - 3 3 6 5 9407-299.1522 .S r CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 4C GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO L R\0 •• FAX: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER_p `•...o.•. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VS IIIA1 D U R. F A C. 1.25 FROM S D Y RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U SE OF THIS VML CERTIFICATE OF AUTHORF7ATTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 SPACING 2 4. 0" J R E F - 1 R Y 8 3 5 2_Z 0 2 ANSI/ TFI 1-1995 SECTION 2. cc3vcH i) I ITII uNu -mr r Amru -KVI'I L.0 PI I'UILH INI'UI (LUAU) Y& UIMt IN J 1 U NJ) 3U GI"uI ICU DI IMU33 r11-rc. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0 - 10 4 U 1864 9-4-0 R=- U=180 1<1-4-0 1-0-12 1-0-0 Over 3 Supports 77 R=247 U=280 W=8" PLT TYP. Wave IPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:14 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND e TIC L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACINGj. PUBLISHED BY TPI (TRUSS PLATE -` ,7 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISD N, NI 53719), FOR SAFETY HA V FR ACTICES PRIOR TO . V .. S MYTH LUMBER CO. STRUPERFOCTURAL PANEL SRMINGTHESEFUBOTTOMSCHORDESHAOLLHHAYESAPROPERLYOATTACHEDORIIGIDACEILING PROPERLY ATTACHED VAR T C D L 7.0 P S F DATE 12102102 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDF.ROOF TRL155DIVISION PRODUCTS. INL. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ND•2704 ® BC DL 10.0 PSF DRW SLTUSR352 02.335140 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING,. SHIPPING. INSTALLING AND 71{ APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN sri Te OF f B C L L 0.0 PSF S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AME91 IC AN FOREST ANO PAPER ASSOCIATION) AND iPi. ALPINE407-299-1522 s OR1pPjQw TOT.LD. 37.0 PSF SEON - 33648CONNECTORSAREMADEOF20GAASTMA653GP4DGALV. STEEL. EXCEPT AS NO TEO. AFFLV CONNECTORS i0 /: FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C_pp PROFESSIONAL ENGINEERING DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING [1/pNa' D U R . F A C .-:. 1.25 , FROM R HRESFONSIE"iI ITY SOLE LV FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU ITABILI7Y AND USE OF THIS CERTIFICATE OF AUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 SPACING 24.0" JREF - 1RY8352_ZO2 J LCLJULA - Ue) •' IH1J UWU NKLFAKLU FKUM LUMYUILK INKUI (LUAU4 & UIMLNJIVNJ) JUbM111LU MT IKUJJ MI-K TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1(7 10 4 R-47 U=180 1-1I0-3 a- - 0 R=23 U=180 L,i-4-011. 3-0-12—>j 3-0-0 Over 3 Su orts R=234 U=198 W=8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:13 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-- 6 1 9 8 2BRACING. REFER TO H16-91 (HANDLING INSTALII NCO AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR 10 DR.. SUITE 200. MADISN, HI 53719). FOR SAFETY PRACTICES PRIOR TO ` : wt F+w• w F E P.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED f• "T •'. PI s} T C D L 7.0 P S F DATE 1210 2102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A FP.O FERLY ATTACHED RIGID CEILING. % IMPORTANT— FURNISH A Cop Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0. 42704 3 ! ROOF TRIISSDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO:1'• Bl. DL 10.0 PSF DRW SLTUSR352 0233h141 2722 SOL17"H APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7C 7i 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF •• B C L L 0.0 P S F S L T - E N G / W M R 407- 2931 522 SPECIFICATION PUBLISHED BY THE AMERICA0 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S P.'`CI CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 CALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •'• O R1O s V TOT . L D. 37.0 P S F S E O N - 33650 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BESIGN, POSITION CONNECTORS PER / - DRAWINCS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF ALITHORrL\TION#92le COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '0 . ANSI/ TPI 1-1995 SECTION — SPACING 24.0" JREF - 1RY8352_Z02 L CL3ULH - U3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0r-5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:13 FL 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND B RACING...REFER TO HiB-91 (HANDLING INSTALLING AND BRACING). PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FRIG DR., SUITE 200, MADISO N, WI 53719). FOR SAf ETY PRACTICES FR IOR TO F ERF ORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICA7E0, 70F CHORD SHALL HAVE PROPER LV ATTACHED}}iG STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED: FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A • •'• y i ND. 4Y%O{ RH 1 7C I C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F- R 3 5 2-- 6 1 9 8 3 DATE 12102102 SMYTH LUMBER CO. ROOFTRl1SSDIVISION DRNI SLTUSR352 023.36142 - S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRATION #9216 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAT INC , HANDLING, SHIPPING, INSTALLING AND BRACSPEC I FIC AT ON UBL ISHEDTBV THESAM ER.IIG CCANCFORESTTANDFPAERRASSOCCIATION)SOF A ND TPI. (NATIONALADESIGN CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE CF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER SEAL ON THE TTRUSSIS DRAWING COMPONENT DESSIGNTES SHOWNCEFTATHE CE SUITABILITYPROFESSIONALAND USEENGINEERING RESFONSI%IDRAWINGS LCITY SOLEL, FORTHIS COMPONENTFORANYPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 1 STATE OF OR 1O."••• s/A p VV MM F e b 03 ' 03 BC TOT. L L L D . 0.0 37.0 P S F P S F S EON. 33652 D U R. F A C ... 1.25 FROM S D Y S PAC I N G 24.0 J R E F 1 R Y 8 3 5 2_Z 0 2 LLL3UCH - ULI) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F- 2X4 (Al) 3-0-12---B!j 3-0-0 Over 3 5,upports R=123 U=200 W=8" 1 10-470IR-70 1-1I0-3 9.C4..- 0 R=29 U=200 inl, UNu rKLrAMLu rmum t-urirutrm iNtui LLUAU n DUDI-uIICU DI —V11 "I". 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:l FL l R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNDFR IO D.R., SU ( HANDLING 200, MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIFFING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNECTORSIAREPMADESOFD20GATASTMMA653AGR40RGALVaNDSTEELEREXCEPTIASINOTEDND iAPPLYACONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ei,A7/j-/ S FIC V J '7 fC! f Nc.42704 9 71. sTier OF r S P.r vOR10,.• f....•• v` T C T C BC B C TOT.LD. L L DL DL L L 20.0 7.0 10.0 D 37.0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 6 1 9 8 4 SMYTH LUMBER CO. ROOF TRUSS 1VI510N 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 D A T E 1 2 / 0 2 / 0 2 DRW SLTUSR352 02336143 cJ L T - F N G W M R SEON - 33654 DUR FAC 1.25 FROM RHPROFESSIONALENGINEERING DRAWINGS "' A-2. THE SEAL IN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02CERTIFICATEOFAUTHORrZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 LCLSULA - UD II,n III rune. Tn n1it iI I I o IT ea r"r T n eleI III. M TTTCn RV TD IICC MFQ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 R=121 U=180 2-10-3 0 R=53 U=180 2X4(A1) 5-0-12 5-0-0 Over 3 Supports R=196 U=180 W=8" 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD) , FL BLDG CODE OTY:l FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE THERWISEDINDICATED, I PICHORDFSHALLFHAVACTPERFORMINGTHESEDFUNCTIONSOIORUNLESSTOPRIOR TO EPPROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL N0.VE A PRO PER LY ATTACHED RIGID CEILING. IMPORTANT'-'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R.Q,_ fG A'(IFIC;4Tc'.f3 t N0.42704 T C T C BC L L - D L DL 2 0. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 8 5 DATE 12102102 S MYTH LUMBER CO. ROOFTRUSSDIVISION DRW SLTUSR352 02336144 - S L T - E N G / W M R2722SOUTHAPOPKAEILVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AF FLiCABLE PROVISIONS OF NDS (NAT[O NAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%C EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s STATE OF Z ;C O 110 `..•V J ps/aNAI. B C TOT. L L L D . 0 37. D 0 P S F P S F S E O N 33657 D U R F A C . 1 . 25 FROM R H PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORR.ATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFO NSIDILITY SOLE LJ( 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. F( b 03 '0 3 SPACING 2 4. 0" J R E F 1 R Y 8 3 5 2_Z 0 2 LZZSUZA - V1) 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 2X4 III 6(- 2 X 4 III D1) 9-10-3 2 X 4 III 2X4 III t6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 I MIJ UWU I'll L F A K LU rHUM LUl'IYUILK IIV[' U I (LUA Uo & U11"IC IN-3I UIN)) JU 01-ISIILV 01 1 R U JJ rirn- 120 MPH WIND, 11.66 FT MEAN HGT, ASCF 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND%%MA BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING . PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200. MADI SO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED.f STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p FI C j'•. % i;..ff t N0.42704 0 T C CTC BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F- R 3 5 2-- 7 8 2 0 1 S MYTH LUMBER CO. ROOFTRUSSD1VISfON D A T E 0 2/ 0 3/ 0 3 DRW SLTUSR352 03034325 S L T - E N G / W M R2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFFLICABLE FROVI SIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF .z S R O.•'rw1 4 L y Ss ONA l B C TOT. L L LD. 0.0 37.0 P S F PSF SEON 39894 D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERING CERTIFICATE OFAUTHC)RrzATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2 Feb 03 '03 SPACING 24.0" JREF 1RY8352_Z02 4USULA - VC) IHib UW6 KHLF'AHLU -HUM t,UMNUI LK INF Ut (LUAUS & U1MLN IUNJ) JUb MIIILL) by IKUJb MhH. 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. W5511 6 r. D1) 10-10-3 2 X 4 III 4-8-0 Over Continuous Support R=74 PLF U=39 PLF W=4-8-0 120 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. PLI IYP. Wave IP1-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375 Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND R T C L L 2 0. 0 PSFF R E F R 3 5 2-- 7 8 2 0 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE "A7y_ c' I NSF RUTS. THESE D UNOFRIOCTION DR., SUITE HER SE ISON, NDIC WI TOP C), FOR SAFETY PRACTICES PRIOR TO 1 FI V T C D L 7.0 P S F DATE 0 2 / 0 3 / 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 IMPORTANT— FURNISH A COPY OF THIS OF SIGN TO THE INSTALLATTON CONTRACTOR. ALPINE ENGINEERED l No. 42704 ; ROOF TRUSSDII/ISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03034326 - 2722 SOUTH APOPKA EILVD, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING TRUSSES. SHED THISSTDESIGN CONFORMS WITH APPLICABLE ASS OCPROVISIONS AND NOS NATIONAL DESIGN 6. STATE OFj% BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 •,• / Q;. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R,O.. TOT . L D . 37.0 P S F S E O N - 52191FAX: 407-299-91 53 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 D U R . F A C . 1.25 FROM S D YPROFESSIONALENGINEERINGRESFONSIF•ILTTY SOLED FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS • 70 2 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 03 SU ANSI/TPI 1-1995 SECTION 2. Fa_b S SPACING 24.0 J R E F 1 R Y 8 3 5 2 Z LLLSULH - V,5) e TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 2 X 4 III 2X4 (D1) 11-10-3 2 X 4 III 2-8-0 Over Continuous R=74 PLF U=68 PLF W=2-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M ' 7 T C L L 20.0 P S F R E F R 3 5 2-- 7 8 2 0 3 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!FiC' SMY'I H LUMBER CO. STRUOCTUI FANELSFGTHEUBOTTOMITIOSCHORDESHAaLHHAVESAFROFERLYDATTACHED. TO CHORDGIDACEILING HAVEPROPERLY ATTACHED a J. (yR 4? 0 T C D L 7. 0 P S F D A T E 0 2/ 0 3/ 0 3 ROOF TRussDllnsloly —IMPORTANT— FURNISH A.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t No.42704 BC DL 10.0 PSF DRW SLTUSR352 03034327 FR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F S L T - EN G / W M R APOPKA, FL 32703 BRACING OFTRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE 407- 299.1 522 SPECIFICATION FUBLI SHED BY THE AM ERICAN FOREST AND FAFER ASSOCIATION) AND TPI. ALPINE ', Pr j T 0 T . L D . 37.0 —PSF S E 0 N - 521 9 4 CONNECTORS AREMADEOF206AASTMA653GR40GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R Q. FAx: 407-299-91 58 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fr PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `s A/At•D U R . F A C . 1.25 FROM S D Y R E SFONS 181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS J,ML CERTIFICATE OF AUTHORrZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 0.NSI/ TPI 1-1995 SSPACING 24. 0" J R E F - 1 R Y 8 3 5 2_Z 0 2 PARTICULAR 2. ASCE 7-98 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C 1) 1X4 "L." BRACE ' (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE •. (2) 2X6 "L" BRACE •• 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACESGROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" I U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8` 4'"' 8' 4" 10' 0" 10" 0" 13' 1" 13, I" HL STUD 3' 4'" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 111 STANDARD 3' 3' 4' 2' 4' 2" 5' 6" 5" 6" 7' 5'' 7' S" 8' 7" 8' 7" 11' 8" 11' 8" I 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6 8' 4" 8' 11 10' 11 11' 10" IT, 1" 14' 0" P 2 3' 8" 5'. 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11 11' 10" 13' 1" 14' 0"' 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" - 13' 1" 13' 9" Q TISDFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4' 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11' 11" r— 1 2 3' 11" 6' 9" 6' 11 B' 0" B' 2" 9' 6" 9' 9" 12' 6" . 12' 11" 14' 0" 11 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" NNw TTF STUD 3' 10" 5' 11 5' 11' 7' 10' 7' 10" 9' 6'" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W O 11 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" B' O" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" r 3 4' 0' 6' 2" 6' 2" 8' 0" 8' 1". 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" rDFL 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' I1" 5' 3" 5 3' 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7' 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11" 6' 11' 8' 9" B. 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14 0" HF STUD 4' 2" 6' 11 6' 11 8' 9" 8' 9" 10. 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q C S P 2 4' 7' 7' 5' B' 0' 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" r ( DFL STUD 4' 5" 7' 0" 7' 0" e' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' SYMM ABOUT,Y GABLE TRUSS 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: 7- I T VERTICAL LENGTH MAY BE DOUBLED WHEN DIACONAL 18" BRACE IS USED. CONNECT DIAGONAL BRACE FOR 670# BRACEATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT UPPER END. I ONTINUOUS B CONNECT DIAGONAL AT - IIU'll REFER. TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. 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'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETYUPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE, TOP. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. x.1 MPDRTANT.I FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APDPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND -TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTH 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 PROFESSIUNAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 / 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD - STANDARD GROUP B: HEM -FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240.. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), GABLE END SUPPORTS. LOAD FROM 4' 0". OUTLOOKERS WITH 2' 0" OVERHANG,. OR 12" - PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NABS AT 2": O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR. (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING- OUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. B GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" - 1X4 OR2X3 GREATER THAN -4'.0", BUT 2X4 '. LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES IIi.R IFIC•• THIS DRAWING REPLACES DRAWING A10030E REF ' ASCE7-98-GABI2030 No.42704 DATE 09/10/01 DRWG A12030ECO901 STATE OF , ` -ENG ot 4 o `Q P.. TOT. LD. 60 PSF NA MAX. SPACING 24.0" GABLE DETAIL srIUTABOU /"D FOR LET —IN VERTICALS VERTICAL LENGTH TYP. 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IFPLATES BETWEEN CHORDS SIZE OVERLAP" LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0". BUT 2X4 LESS THAN 11' 6" 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 U REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES, IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB, EXAMPLE: 2* 2X4 2X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH 'T' REINFORCING MEMBER WITHRIGIDSHEATHING HAND DRIVEN NAILS: 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. T" GUN DRIVEN NAILS - 0.131" X 3": REINFORCING --TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER I THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. - - - GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS TRUSS SPACED AT A11015EN0699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 4" O.C. A11030EN0699, A10030EN0699, A09030EN0699; A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A1203OECO901, A11030ECO901, A1003OECO901, AU8530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 SIIOSOENO699, S10030ENO699, S0903OEN0699, S08030ENO699. S07030EN0699 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE j,1iil iiRRVERTICALLENGTH.. , TCIL A, WARNING— TRUSSES -REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INTALING ANBYSTPIL(TRUSSDPLLATEI INSTITUTER 583 D'ONOF IONDR, SUITET 200, MADISDN, WL153INGAND719) PUFORHED r 'C IF C •• SAFETY PRACTICES PRIOR TO PERFDRMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, v rrV• VTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION E- IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY w'O 1 7 N4 2722 SOUTH APOPKA BLVD. DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES ESIGN R • 1 APOPKA. FL. 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE p4 407. 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT Z STATE OF ; FAx: 407-299-9153 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSIT ION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFDRTHETRUSSCOMPONENTDESIGNSHOWN. THE A, ;• i ® < p 'D `— 1CERTIFICATEOFAUTHORIUTION#921B SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O fl R ESPONSI BILITY OF THE BUILDING ESIGNER, PER ANSI/TPI 1-1995 SECTION 2. tt,,.• 011191, 2X6 " T" REINFORCING MEMBER 2X4 " T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY " T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 " L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. - MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF'' MBR. SIZE SBCCI- ASCE 110 MPH 15 FT 2x4 10 % 10 % 2x6 40 % 50 %.. 110 MPH 30 FT 2x4 10 % 10 %' 2x6 - 50 % 50 % 100 MPH 15 FT 2x4 10 % 10 % 2x6 30 % 50 % 100 MPH 30 FT 2x4 10 -% 10 Z.- 2x6 40 % 40 % 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 % 90 MPH 30 FT 2x4 10-% 10 % 2x6 30 % 50 % 80 MPH 15 FT 2x4 10 % 20 % 2x6 10 %. 30 % 80 MPH 30 FT 2x4 20 % 10 % 2x6 20 % 40 % 70 MPH 15 FT 2x4 0 % 20 % 2x6 0 % 20 % 70 MPH- 30 FT 2x4 10 %.20 7.- 2x6 10 7. ' - 90 7. EXAMPLE: ASCE WIND SPEED -= 100 MPH _ MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C.,,SP #3. - T" REINFORCING MEMBER SIZE = 2X4 - T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7 = 7'. 3" LACES DRAWINGS GAB98117 876.719 & HC26294035 REF LET —IN VERT DATE 10/24/01 DRWG GBLLETIN1001 5 — ENG DLJ/KAR TOT. LD. 60 PSF 4XVR. FAC. ANY CAX SPACING , 24.0" r .. VALLEY TRUSS DETAIL ' TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"—BRACE, 80% - BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF, WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. 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". 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 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 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 MAXI LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES 12 NOT EXCEED 12,0„ 12 MAX. W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W2X4 f-8-0-0 MAX W4X4 W2X4 12 12 hiA-x.( W4X W1X3 6-0-0 WIX3 TOE —NAILED MAX SPACING) ,. OPTIONAL STUB OPTIONAL HIP w1X3 W1X3 W2X4 END DETAIL JOINT DETAIL 16-0-0 MAX W1X3 COdlv O R S E 12T 2 O 12 MAX. 1V4X4 W1X3 /VALLY S W1 C3 6-0-0 A 4 ' C WIX3 ( MAX SPACING) W1X3 W5X4/SPL }y1X3 W2X4 COMMON IRUSSES PARTIAL FRAMING 20- 0-0 MAX (++) AT 2 " OC PLAN j1`IS u1aIllalullr I , SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. `\\\\\\\\`A+" ry/r// rye THIS DRAWING REPLACES DRAWING A105 WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING, \\N` (• i INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),'PUBLISHE V_ •G• •',, TIC LL - 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE- INSTITUTE. 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR C' _C DL 20 15 %PSF DATE, D6/25/99 - SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED ? TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE _ SM -rH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 x IMPORTANT-x FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 1 § C DL 10 10 10 PSF DRWG VALTRUS.S0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = A, I, L 0 0 0 PSF —ENG MLH/ICAR 2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE ,TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION)' AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi Q OT. LD. 60 55 57 PSF - ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACHFACEOF - FAx: 407- 299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O Al P`••••4 1 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL /,i`` O R 1 '`\ DUR: FAC. 1.25/1.33 1.15 L15 PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE / \\ CERTIFICATE OF AUTHORIZATION fl92IB SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE/rr/` ••••••••,G•-N`v\\\\\\ RESPONSIBILITY. OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /// S 0 " \\\ SPACING 24' Ilnnuull111pup CONVENTIONALLY FRAMED VALLEY DETAIL A)'2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS W-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS _ AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135 x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) n( 3) 16d BOX NAILS C) B) f(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPICA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, i. APOPKA, FL 32703 HAN LING, SHIPPING. INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS .. WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 1 FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,. UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE - NAILED vtvi lvtvly 11\v JJliJ -H1 r..+`t Vl. 3) ` isd Box 2) 16d BOX NAILS, NAILS, TOE -NAILED TOE - NAILED RATED ( D) ( A) SHEATHING C) 3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING G-.......... . ! IF qTF BC' No. 42704 ;B TOT o.• STATE OF THIS DRAWING REPLACES DRAWING V105-CONV LL 30 DL 20 L 10 t 0 30 15 10 0 40 PSF 7PSF IO PSF 0 PSF REF CONV. VALLEY DATE 06/25/99 DRWG VALCONVF0699 ENG MLH/KAR LD. 60 155157PSF jC. 1.25/1. 33 1.15 1.15 CING SEE ABOVE TOP CHORD 2X4 2 OR BETTER PIGGYBACK DETAILEBOTCHORD2X42ORBETTERIWEBS2X4ffORBETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES ROUST 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 PURLDJ SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER Ell Efl A LOEITHER PLATE CATION IS ACCEPTABLE E E E E OPTIONAL B SPLICE B / BC CB D-SPLICE B C 2' TYP. B C B C B C C C C ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNING-i TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 CHANDLING 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, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. ROOF TRUSS DIVISION IMPORTANT— FURNISH A COPY OF THIS ESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPICA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPICA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION #9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995SECTION 2. JOINT TYPE SPANS UP TO 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 16.0 TL FOR TRULOX. INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 807 LENGTH OF .WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO' 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF . FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY . PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 o 0 0 o a o a o 00 0o oo 2" 8 1/4" 1 Y+2' I'111 AM-ING REPLACES DRAWINGS 634,016 634,017 & 847.045 y MAX LOADING REF PIGGYBACK Ic TF.•• 55 PSF AT .. DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 t*lE 50 PSF AT ENG DLJ/KAR 9.25 DUR. FAC. STRTE OF 47 c 1.15 PSF AT DUR. FAC. I' '4 0 1 P'• ACING 24.0" BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILSREUIREDTRULOXPLATESNAILSPERFACEWITHFILLERBOTTOMCHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREADOWNWARDUPLIFT 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 6 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+ 3X8O<Z3X12 TRULOX18MAX4LOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT2X4 i-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AN BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T.PI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 20D, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONSUNLESS THERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPDRTANT-- FURNISH A COPY OF THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; R FABRICATING, APOPKA.FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 - AMERICAN FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE FFAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OFAUTHORIZATION 119218 SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. RTICAL OR WEDGE ti;a1411111111U f1]J j DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 yQ i IFIC,gT,F, G F ••. TC LL — .PSF DL — PSF B- DL 10.0 PSF REF BC FILLER DATE 06/25/99 DRWG BCFILLER0699 No. 42704 : CALL — PSF ENG DLJ/KAR TO'E LD. — PSF STATE OF c p. FAC. 1.0/1.15/1.25/1.33 Q. • eACING 24.0 i. .. \\ SYLPH ( V Y N iJ nipNT -F T TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG** LENGTH MAX HIPJACK OVERHAN ** LENGTH SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT I1, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 *, 37 3.00 12 TO6.00 W2X4 3' S' 7' -1 R=463#, W=3.50" - END AND CORNER JACKS, 5 CORNER SET SETBACK 3> 7' 0" 0 1' 2 HIP OR COMMON" TRUSS 1 HIP TRUSS J5 J3 J1 J 11 J3 J5 J7 J7 J7 J 1 3' S 7' 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. IWV2 2 12 W2X4 4 I I W3X4 ORSIMPSON 3/4" --I-- THJA26 I 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50" HIPJACK 2) 16d TOENAILS 3) 16d TOENAILS THIS .DRAWING REPLACES TYA At1/T1.Tr U 011'Y(] FllrJfl 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, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL' as-\p *, FC4 C LL 30 MAX PSF y, DL I5 MAX PSF T REF 7' STBK CS DATE 06/25/99 - SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G •, ROOF TRUSS DIVISION IMPDRTANT.. 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 BC L lO PSF DRWG CS7SBK3A0699 ENG SJP/KAR2722Sob,, APOPKA BLVD. TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH i • NO. 42704 I.,L 0 'PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. z OT= LD. 55 MAX PSF407-299-1522 - ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF PAC. I.33 - PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A O ', ACING SEE ABOVECERTIFICATEOFAUTHORIZATION #9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE - THIS OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i j ••, _ _Q -.'' ION At CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB I BRACING METHOD IS DESIRED. NOTES: f I THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED j CLB SHOWN ON SINGLE PLY SEALED DESIGNS TOT —BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 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 AND BRACING), PUBLISHED 1• Ijq /J// BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MA ISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, X ((' F'q •• TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. Gv IMPORTANTFURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, O. 427 APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 407- 299-9153 A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0 F FAX: TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z YQ ', PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 4 A , 4/ ©/\•,• f _` CERTIFICATEOFAUTHORIZATIONN921BSUITAB[LITY RESPONSIBILITYOF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 p t • i / Il 1 O pNAt THIS DRAWING REPLACES DRAWING 579.640 LL PSF DL PSF DL PSF ALL PSF 9 LD. PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR rR. FAC ACING MlAtvIIOADE NNW PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh KS 66762 J 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 (305) 375-2908 CON-rwkc-roll LICENSING SI•:CTION 305) 375-2527 FAX (305) 375.2533 CONTRACTOR ENFORCEMENTDIVISION 305) 375.2966 FAX (305) 375.2908 PRODUCr CONTROL DIVISION 305) 375-2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Entergy Series Single Flush(Embossed) Outswing/Inswing Residential Insulated Steel Door -Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0720.05 EXPIRES: 08/2-5/2003 Raul Rodriguez Chiet 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 Cycle and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/14/2000 Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Oflicc PLANS REVIEWED CITY OF SANFORD s0450001\ pc2000\\Eemp1aces\no6ce acceptance cover page.doc Eli all U11 • t ' • t HURRICANE CODE x Ate. PRODUCT CERTIFICRTIOR SHEET 00- o-izo, as e , ao -- I s, U Valid for the following side -hinged door arrangements: OPRQUE DOORS — G'8" ROmim HEIGHT: 110 0 Single Door a, T'51,v i iN (V-) DOOR STYLES: 3FQ1 F131n as Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel 5- panel Eyebrow scroll 9-panel 5-panel with scroll Eyebrow 5-panel 5-panel with J OP -}10 —7(0a 0 IMPRCT "I ES SGL_WE_STL_WD_OP Entergy- ] Entry SystemsOutcondnuinp program of product imotovement makes specifications, design and product detail subject to ctwo, wdnput notice. 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 25`h, 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. Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 of 3 Premdor Entry Systems ACCEPTANCE NO.: 00-0720.05 APPROVED EXPIRES S E P 14 2000 August 25, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the 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. J 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. S4A'1 • Ll A KJ,, Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of PREMDOR (ENTERGY BRAND WOOD EDGE) 3`0 x 6`8 STEEL DOOR WITH BUMPER THRESHOLD IN A WOOD FRAME OUTSWING/INSWING DOORS 37 1/2' MAX 116' x 1 3/4Ig. STAPLES cJ) PER SIDE 4, 4' TOP OF DOOR TO 8 7 16' OF HINGE 17 1/2' 1 ( TYP.) 31 3/16' TYP. ON. HINGES I 410 x 1 1/4' MINIMUM EMBEDMENT 5) PER SIDES AL T ER14A T E: 3/16' PFH TAPCONS w/ 1 1/2' MINIMUM EMBEDMENT 31 i/16' 8 x 1 3/4' 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 DEADLOCK 5 1/2' KWIKSET — 200 LOCKSET _ A 8 x 2' F.H.W.S. 81 11/16' MAX 10 x 1 1/4' MINIMUM EMBEDMENT ALTERNATE: 3/16' PFH TAPCONS w/ 1 1/2' MINIMUM EMBEDMENT 2) @ THRESHOLD 2) @'HEADER B L4' OUTSWING ( 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. B MASONRY OR CONCRETE CONSTRUCTION WHERE APPROVEDASCOMPLYINGyIATHTHESOuiHFLORo BOIL INGCODE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY oATE zaoo STRUCTURAL WOOD BUCK. BY C, MASONRY OR CONCRETE CONSTRUCTION WHERE r L Cl 1/4' GAP MAX. O .. m 81 11/10' INTERIOR79 5/16' MAX 2 BY WOOD BUCK—' SECTION B-B INSbJiNG 2 BY WOOD BUCK 4.563' —-i O EXTERIOR 010 x 1 1/4' MINIMUM EMBEDMENT' OR t7 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB 1.25' O 4 AppROVED AS COMpLYWG%NTTTTHE QFO aul ING CODE SOUTH Z D e o D A/TE PRODUCT CONTROL DIVI" BUILDtw CODE doMpuANCE OFFICEoiZp•v ACCEPTANM NO' 10 x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB x UNITS SHALL BE INSTALLED ONLY OVERHANG SUCH THAT THE ANGLE BI TO SILL IS LESS THAN 45 DEGREES. NON -HABITABLE AREAS VHERE THE U ACCEPT VATER INFILTRATION. DEIGN PRE SURE RA VHERE VATER INFILT REDUIREHENT IS NEEI Positive. Not A rOVE Negative Not Approve MATERIAI S I IST ITEM NO. DESCRIPTION PART NUMBER 10 WOOD -HEAD JAMB EW-12 1 1, 20 COMPRESSION WEATHERSTRIP LONS WOOD -STRIKE JAM EW-10 1 11 40 FIXED THRESHOLD 50 TOP CHANNEL EW-OS STEEL SKIN 26 gQ. (.017 +.002' 7O PnLYURFTHANE FOAM CORE BASF FOAM - DEN: BOTTOM CHANNEL 4 9O WOOD LOCK BLOCK EW-08 WOOD STRIKE STILE EW-07 III. - WOOD HINGE STILE EW-06 1 11'. 2O LOCK FILLER PLATE EW-09 050' 4' 4' HINGE EW-15 097, O WOOD -HINGE JAMB EW-11 1 1/ 10 x 3/4' WOOD SCREWS 4) '_ 1 #10 x 2- F.H.W.S. 2) S O 110 FHVS V/MI 1" L 1/4' (XKDKNT IR a> way 3/1V PFH TAPCONS V/XIN KM I X DXCNT 10 x 3/4- F.H.W.S. 2) S 0 08 x 2' F.H.W.S. 2) A 0 LOCKSET KWIK' DADE LIMITS UNLESS NOTED, FRAC. DEC = AC EXTRUSIONS: UNLESS NOTED, SID. COWL. IOL'S. B DADE A ADDS LTR PART NAME: I DR. BY R.S.DAIS - MATT: PREMDOR ENTRY SYSTEMS 911 E. JEFFERSON PITISBURG, KS. 66762 ul Z X WOOD BUCK 750, AD 36.00' MAX NOMINAL) INTERIOR O P•a' a ..e •• e • _ ° EXTERIOR 7 1 1/4' MIN EMBEDMENT OF SCREW INTO G 3/16' PFH TAPCONS W/1 1/2' MINIMUM EP 37.50' APPROVED ASCOMIPLYINGWI MTHE MAX SECTION A -A INS',JING SOUTH F DA BUI DING CODE DATE /, y Dae SY_ L'!ti I • L " PRODUCT CONTROL DIVISION BUILDING CODE dOMPLIANCE OFFICE ACCEPTANCE NO. 00-0720.0 S 4 1/4' GAP MAX. DAL LIMPS: UNLESS NOTED, fRAC. DEC = ANC EXTRUSIONS: UNLESS NOTED, SID. CDCL. IOL'S. DAL ADE LTR PART NAME OP, BY R.S.DAIE - - MAT'L: PREMDUR ENTRY SYSINS 911 E. JEFFERSON PITTSM, KS. 66762 E CI 1/4' GAP MAX. 81 11/16' e MAX EXTERIOR 79 5/16' ° 1.75' o . 2 BY WOOD I BUCK SECTION B-B OUTSWING 2 BY WOOD BUCK 4.563' 4.563' 910 x 1 1/4' MINIMUM EMBEDMENT OR 17 3/16' PFH TAPCONS WITH 1 1/2'MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB O 1.25' O A05PROVEDXS-rC%TRYV+G 'AM I THE 23UTH Bin NGCODE O DATE /41 ? CDe i3Y isl+c.4 , • LG4S PRODUCT GMff CCl DPASION 9UI4IDINGCME d0UPJANCEOFFICE AcnE Ml,9 E Mo-.0LO.Lzo • 0 5- INTERIOR E 10 x 1 1/4' QNIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) 2) PER HEAD JAMB DESIGN F=L VITHOUTOVERHAOG ANOPY REDDUIR Positive 55.0 DSF NeQative F UNITS SHALL BE INSTALLED ONLY AT LDCA OVERHANG SUCH THAT THE ANGLE BETVEEN 1 TO SILL IS LESS THAN 45 DEGREES. UNLESS NDN-HABITABLE AREAS VHERE THE.UNIT.AND- ACCEPT VATER INFILTRATION. MATFPTAI C I iCT ITEM NO. DESCRIPTION PART NUMBER 0 VOOD-HEAD JAMB EW-12 I I, 2O COMPRESSION WEATHERSTRIP LOXS W - TR K AM EW-10 1 L BUMPER THRESHOLD 4 5Q TOP CHANNEL EW-OS STEEL SKIN 26 go. (.017 +.002 7O PniYURETHANF F AM CORE BASF FOAM - DEN BOTTOM CHANNEL q ZLE 9O WOOD LOCK BLOCK EW-08 4 WOOD STRIKE STILE EW-07 I Q WOOD HINGE STILE EW-06 111, O LOCK FILLER PLATE EW-09 050 4' 4' H N EW-15 097 O WOOD -HINGE JAMB EW-11 11/ Q 10 x 3/4' WOOD SCREWS 4) S 10 x 2' F.H.V.S. 2) S O ApVS i 1/4' EMKXNI (RFHVNMNT d % 8 910 x 3/4' F.H.W.S. 2) S 08 x 2' F.H.W.S. 2) A 0 LOCKSET KWIK' DADE LIMITS UtISS NOTED, FRAL DEC AN6. EXTRUSIONS UNLESS NOTED, SID. COM'L. IOL'S DADE A ADDE LIR. PART NAME: DR BY R.S.DATE - - MAIL: NNW ENTRY SYSTEMS 911 1..Itf f ERSON PITISBUR6, KS. 66762 2 X WOOD BUCK C 750' ---j Y / / 1 l I ''III LI'IUL W ILIY I Ur 3L KC- w 114 I U wUUU UK 3/16' PFH TAPCONS W/1 1/2' MINIMUM EMBEDMENT 37.50' MAX SECTIHN- A -A OUTSWING APPROVED AS COMPLYING VM THE SOUTH FL I BUILDI G CODE DATE -11•t -411 Z Ou o By i56u1 1.1-t4Ay J PRODUCT CONTROLOME40N BUILDING CODE COMPL•1'ANCE OFFICE ACCEPTANCE NO. QaQ7ZD'6S— 1/4' GAP MAX. DAD LICS: UNLESS NOTED, FRAC. DEC AN6. EXIRUSIONS UNLESS NOTED, SID. CDH'L. 10L'S. DAD A DD LIZ PART NAME: DR BY R.S.DALE - - HAIL: PREMDUR ENTRY SYSTEMS 911 E. IFFERSON PITiSBUR6, KS. 66762 U I HLK BUUK SLAB k-A- 36' MAX 10T 79 5/16 fl U MAX fl u BLANK TOP 4-PANEL V S I YLLS (F-LUSH/EMBOSSED) 130 OngJ [non 000Inn 111313 gnu goo 10- PANEL 18-PANEL 12-PANEL 4-PANEL 5-PANEL FLUSHEYEBROW W/SCROLL AP POVEO AS COMPLYING WTH THE 6OUTN F RI LRLDING CO DATE CQOy y0oe BY T i.4g I L4g a PRODUCT CONTROL DMSION BUILDING CODE CIOMPLIANCE OFFICE ACCEPTANCE NO. CQ- 07 7-0 • DS Ck 5- PANEL 5-PANEL EYEBROW W/ SCROLL LIMITS UNLESS NUIED, FRAG DEC. AN6. EURUSIEINS- UNL[SS NUIED, STD. Comm. TEL,S. A N l IR. PART NAME: E TAR. By DATE - - M ll: PREMDOR ENTRY SYSTEMS 911 1..EFFERSUN PITISM, KS. 66762 ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WINDOWFLANGEkWOOD"BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXTERIO WINDOWHDCHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) r INSTALLATION ANCHOR I 3/16' DIA. TAPCON BUCK WIDTH 1/4- SHIMSHOWNFLANGETYPESPACEMAX. CAULK BETWEEN WINDOW FRAMEBUCKBUkMASONRY OPENING BY OTHERS JAMB .. d 1 1/4' MIW EMBEDMENT 1/ 4' SHIM SPACE MAX BUCK HEIGHTSILL STOOL BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 1"/4- MIN. EMBEDMENT SHIM — SHIM AS REO'D SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS d ` INSTALLATION ANCHOR 3/ 16' DIA TAPCON SHOWN PERIMETER CAULK — BY OTHERS - CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS•Y OPENING BY OTHERS EXIERI CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH WOOD BUCK - BY OTHERS SECTION 2 WINDOW WTH. A B C D E WINDOW HGT. F G A. r C F,jT{Ft-L; L v1nFrL y(J, E7f IL iG A UC A,C t: CJYtM' 1Ct1'.ITT:C e Cri= Wtl9,4I— A1 urTtA uM COMPARATIVE ANALYSIS k ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTHMDGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/5 X 25 99 99 B F•G F,G 13191/a X 38 3/8 78 75 B F, G 14 19 v. X 50 5/a 59 S9 54B BF.G 14+ 4 19 t/a X 54 5A 54 52 8 F.G 14+ 5 19 1/5 X 55 5/5 52 45 B F.G 15 1619 loll 53 19 t X 72 45 4040 F G 1H2 28 1/2 X 8 51 1 518 BF,C 1H3 1H425 1/1 X 38 3/6 25 1/2 X 50 5/11 44 44 B F,G 1H4+ 4 26 1/2 X 54 5/5 42 42 8 F,G F,G IH4+5 26 1/2 X 55 5/5 41 41 40B F; G 1145 1HG26 1/2 X 63 26 1 X 72 40 4040 a G 3OX2 30 1/2 X 26 5fi 55;.FF AG 3GX3 30 1/2 X 38 3A 44 - 44,G 3OX4 30 112 X 50 5/5 40 40,G 40, G 3OX4+ 4 30 1/2 X 54 6/3 40 40, G 3OX4+ 5 30 t/2 X 55 a/a 40 4040F.G 3OX5 3GX630 1/2 X 63 4 40G H' I 22 X 25 51 51,G23 37X383/5 40 40•G 24' 37 X 50 3/5 40 40,G 40 B F,G 24+ i 37 X 54 -A 4D 4040. B F,G 24+ 5 37 "X- 55 3/1 37 X 63 40 40 B F,G,H,I 25 637 X 72 40 40- . F G H I 4826 48 X 26 46 4046 40B BF.G F,G 4835 485048 X 38 3/5 4a X 50 5/5 40 40 B F,G 484+ 4 48 X 54 VII 40 40 B F,G,H,I F. G,H,1 484+ 5 486348 X 55 5A 48 X 63 40 4040 40B BF.G,H,1 32 53 1/5 X 25 45 45 B F,C F,G 33 53 1/a X 36 3/5 40 40' 40B BF,G,H,I 34 53 1/a X 50 SA 40 4040 B F.G,H.1 34+ 4 53 1/a X 54 5/a X 55 40 40 B F,G,H.1 34+ 5 53 1/a 5/3 S3 X 63 40 40 35 361/a 53 t X 72 40 40 B F G H I HOLE 1) WHERE WATER RESISTANCE TEST REOUAREMENT OF 15% OF DESIGN LOAD APPUES, POSITIVE DESIGN Q H I LOADS WILL BE UMiTID TO 40.0 PSF WE 70 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. a2)" MSTALLARON: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/18' DIA TAPCON A. EDMENT INTO SUBSTRATE AT LOCATIONS CAULK BETWEEN .WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR' St" 116 ADHESIVE CAULK OR. BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAI NOTES, 1) SHIM AS RED'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STAG( TO BE 1/4'. " 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE Nr HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VUILKFAI 115 ADHESIVE CAULK OR APPROVED EOUAL 4) APPUCATON OF VUILKIAI 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MMIUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FDR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMEN7S OF ASM E1300 GLASS CWIRTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. . - 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMB SHOWN ON CHART. - 1 3) SEE ELEVATION FOR KEY TO TAPCDN LOCATIONS. 4) NSTALL /0 SCREWS OF SUFFICIENT LENGTH TO PROVDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ELEVATION AllGhIER FACTORY MPDED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTTY LASTED WITH NEXT VIEWED FROM EXTERIOR URGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. tool w ua.a Rd, - -TX. 75005 • P.O. Boa III= • Dd-& TX 75381. caRoAlan, HXutwa aE3taPltaH ASSEMBLY DRAWING Ay. SERIES 1440/1540 TDL SINGLE .HUNG WINDOW _ ` '! OMVI aY ono). 5T SLUE BB N/A oz— r1L ct. rn a4a B u DATE m aLtitsa+ ar Ea - _ 10/26/01 PREPARED aT: PROOEIR TECHNOLOGY CORP- 250 Wnll-T1ONN. PKY_ SLUE 234 HFATHROW, ROR¢ 327" PHONE 4QI W0 -o3a CAULK BETWEEN WOOD —\ BUCK & MASONRY OPENING BY OTHER ONE " WOOD BUCK BY OTHERS CAULK BETWEENNDOwRANGE WOOD BUCK STUCCO BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING DOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS 1 INSTALLATION ANCHOR. 3/16- DIA, TAPCON BUCK WIDTH 1/4. MAX. 5HIF1 SPACE SHIM AS REDD CONCRETE7E OR AsOPENING SEE NOTES) 1-1, EMBEDMENTIN_ BY OTHERS HIM AS RED D. SEE NOTE' FLANGE TYPE WINDWINDOW FRAME 4 CAULK ICBETWEENWOODBUCK & CI MAS Y OPENING BY OTHERS L GLAZING a 1-1/4- MIN, INSTALLATION ANCHOR EMBEDMENT - 3/16 DIA. TAPCON 1/A- MAX. Q ONE BY WOOD SHIM. SPACE BUCK BY OTHERS E xTER10R \ CAULK BETWEEN PERIMETER CAULK WONDOWOD BUCKBYOTHERS f—. o. WIDTH CONCRETE OR MASONRY OPENING FLANGE TYPE BY OTHERS N00W FRAME SECTION 2 STUCCO COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) I CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 x 60 40 58 O.E.F G 12. X 72 40 56 C O.E%.G 16 X 16 106 C HJ X t6 a00 69 A.B H1 2a X 24 40 55 A,S F G 2, x 30 0 5 A F.G 24 X 36 e0 A,B F G 24 X 48 QO0 40 AS O.E F.G 24 X 60 q0 F.8 O.E F G 24 X 72 40 600- B D.E F.G 32 x 48 40 A. O.EF.G 36 x 24 a00 440 6 O.E,F G O.EF.G x 72 40 40 A. .B O,EF.G 3368 x 24 40 A. 0qE.F. C 4B X 48 40 400 A.B D.E.F.G 48 x 60 40 a0 A.B O.EF G 64 X 24 40 40 A,8 F,G 72 x 38 40 40 A.B F.G 72 X 60 40 40 A.B D.E.F,G 73 'X. 16 40 40 A.B HI HEADER HY OTHERS CENTRAL FLORIDA B. ®. A. F. BUCK WINDOW MANI AC1URER NAM: HEIGHT WTH FLANGE TYPE WINDOW FRAME SILL Q L A' qeE, 1, RPL ,4LjmiNUM A C GEN RA NOT G: MASTER FII:.E # 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . D E- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. I ' 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST DE ATTACHED TO THE SUBSTRATE WITH VVLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 2 1) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAO APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HGT. H / I B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-1/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL IY8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN_ EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC_ES ARE NOT PP.ESE' T. yS SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &'MAX. 21 O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTI+' LISTED W171 NEXT- LAP.GER 51ZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES 1, THE 155E SERIES. F G MARBLE SILL STOOL BY OTHERS PRE - CAST SILL CAULK BETWEEN WWOOW FLANGE BY OTHERS & PRECAST SILL WITH VU LK E. 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION] 1 ELEVATION VIEWED FROM EXTERIOR DATE ISYMIRCVISION 1001 W. Crosby Rd. • Carrollton, T% 75006 • P.O. Bo: 819022 • DDllos. TX 75381 DRAMNG DESCRRIMN INSTALLATION. DETAIL SERIES 1450/1550 FLANGE PW I,— scILE BB N/A 3' FX C0. CF D.I; e C• G uvuoi? EcN... _ ...-- .- t _ 't l /G, B I GE PI SHEATHING BY OTHERS IALATION ANCHOR I SHOWN (TYP.) EXTERIOR—\ FINISH BY OTHERS METER CAULK THEIRS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE — WNDOW FRAME SILL CAULK BETWEEN FIN BB INSTALATION ANCHOR SCREW SHOWN (TYP.) SEE NOTEES)S) k SHEATING - SHIM AS 2 X WOOD BY OTHERS 1" MIN. FIN TYPE t 2 BEDMErv7 WINDOW FRAME CAULY AFT FIJAMBSMEAS & FN X WDDDB-r2SBYOTHERS SHIM AS RED-D. SEE NOTES) WINDOWHEIGHT SILL STOOL 1 BY OTHERS 1" MIN. EMBEDMENT 1 1 SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS - - SECTION 2 WINDOW WTH. ANCHOR (TYP.) 141 0 0 ol o 0 61a3 MANUFACTURER NAbff- MASTER FIJF # 3 - COMPARATIVE ANALYSIS do ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF y8 SCREWS N0. OF 0,090 DIA, NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN' FRAME REO'D. IN FRAME wIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL 0- EA. JAMB HEAD SILL 0 EA. JAMB 16 X 30 109 109 2 2 2 2 2 3 16 % a0 83 83 2 2 3 2 2 3 16 X 50 63 63. 2 2 3 2 2 3 x 050 50 2 2 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 a8 2 2 3 1 2 4 28 X 30 57 57 2 2 28 X 40 52 52. 2 2 3 2 2 3 211 x 50 46 46 2 2 3 2 2 4 2 8% 4a A 2 2 2 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 A 30 x 60 40 40 2 2 1 3 1 2 2 4 38 % 30 d t 41 2 2 1B x d0 0 40 3 3 3 3 3 3 18 % 50 a0 40 3 3 3 3 3 4 x 60 a o 3 3 3 3 5 a0 % 30 40 40 3 2 3 a0 % a0 40 40 3 3 3 3 3 3 40 % 50 40 40 3 3 3 3 3 4 0 x 40 40 3 3 3 3 5 7 4 4 4 1 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. SHIM STACK TO BE 1/4", O O i ALLOWABLE 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 24 O.C. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. MAX. (TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE O O GLAZING IS SHOWN, INSULATING CUSS 5 ALSO DUALIFIED, WINDOW EQUALLY $PACE 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HIST-, O ANCHORS (TYP.) LOAD5 WILL BE LIMITED 7) INSTALL ATON: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0 - 0.090 IN: DIA NAILS OR IT8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR WANTITY LISTED WITH NEXT LARGER SIZE. O / o 9) GENERAL ALUMINUM'S 140 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940IINSULATINGGLASSSINGLEHUNGSERIES. PERIMETER CAULK L BY OTHERS SHIM AS SEE NOTES) y8 SCREWINSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) CAULK BETWEEN WINDOW FIN dt EXTERIOR SHEATHING FINISH 1" MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS 0 0 0 0 0 6' MAX. (TYP.) L--,,.MIAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR 1001 w. Cros6T Rd. • C-4fl.n, TX 75006 • P.O. Bm 819022 • DOIWI, iX 75381 Ar.G CCKbalala ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW BR N/A Dgpa Dr t[ D•L nwafa 51 Ea _ 11/05/01 B G=N- 0013 SHEABYC CAULK BEHIN EXTERIORFINISH Br OTHER PERIMETER BY OTHERS I FIN TYPE VINDOVHEADER GLAZINSCEN,.. ... EXTERIOR I FIN TYPE FRAME SIL I PERIMETEI BY OTHER EXTERIORFINISH BY OTHER CAULK BI SHEPTHIN 3r 01HERS SECTION I f— VIn DOv 11111' MAX HIMln SPACE 2 % BY vppD BY OIHCRS SHIM AS REO'D. 2 x vOOD BY OTHERS - FIN TYPE WINDGW 4B INSTALLATION FRAME JAMB ANCHOR SCREW I SHIM AS REO'D. GLAZING I' MIN. EMBEDMENT SEE NOTES) MAX. SPACE1• VINDO, HEIGHT L CO'D T L1/4' MAX. SHIM SPACE a8 INSTALLATION ANCHOR SCREV 2 X WOOD BY OTHERS ExTfRIOR PERIMETER CAULK BY OTHERS OD INSTALL ATION EXTERIOR ANCHOR SCREV FINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS COMPARATIVE ANALYSIS & ANCHOP. CHART V W v DESIGN PRESSURE NO. OF 48 SORE vS NCI. OF 0.099 DIA. NAILS S12E INCH[ S> CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME viDTH/ HEIGHT EXTERIOR INTERIOR HEAD L SILL B EA. JAMB HEAD I SILL B EA. JAMS 20 . 30 40 40 2 2 2 2 20 % 40 40 40 2 3 2 2 20 X 50 40 40 2 3 2 3 20 . 60 40 23 2 3 30 30 40 40 2 2 2 2 330 n 40 40 40 2 3 2" 3 30 X 50 30 . 60 40 40 40 402 23 32 4 40 X 30 40 40 3 2 3 3 40 X 40 40 X 50 40 X 60 4a 404040 40403 333 3 - 3 34 550 . 30 40 40 3 2 4 a2 350x4050 . 50 50 . 60 40 404090 40403 333 334 44 573 6140 40 4 CENTRAL FLORDA R•O.A_F. MANUFACTURER NAME: CZM/' R4L ALUM!n/ JP/ WLSTER FILE # ..;2, NOTES: 1) WHCRE VATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS VILL BE LIMITED TO 40.0 PSF DUE TO VATER TEST PRESSURE OF 60 PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME OF SUFFICIENT INvTL FRAME OPENING WITH .I BY V000 STUOSUSING +IB SCRAMS VI SUFFICIENT LENGTH T PRDVIDE MIN. 1- EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA. NAILS. 3) IF EXACT IINDDV SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED 2 VITH NEXT LARGER SIZE. SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR VITH LEWD BEARING SHiM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS ( T YP.) 5) VINDOV FRAME MATERIAL: ALUMINUM ALLOT 6063. 6> USE LATEX CAULK BEHIND VINOOV FIN AT HEA, SILL t JAMBS. 7> USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VINIDOW FLANGE. 81 GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM [1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED. 91 GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOV IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE VINDOV. 6' MAX.(TYP.) 6- MAX. (TYP.) ---—I El FVATIQN vIEwED FROM E>:TER10R ( fj — CSC GATE s.MRc ISIDN 44 y 1001 W. Crosby Ad.• CarmBfan, TX 75006 • P.O. B.. 8I9022 • DaAos, TT 75191 nvlK, 0[SCR IV U(W INSTALLATION. DETAIL SERIES 1100/1900 FIN PV C. LC DB N/A C 0.GA Da:i B DWG- ru lLR 03/ OS!02 GENOOc-= CAULK BCTVEEN- WOOD BUCK 6 MASONRY OPENING BY OI HERS CAULK BETWEEN WINDOWCAULKSWOODBUCK CONCRETE DR MASONRY OPENING BY OTHERS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK' BY OTHERS FLANGE TYPE - IN DOW FRAME MCA TIER WINDOW EXTERIOR HEIGHT ONE BY WOOD NOTES. BUCK 9Y DIME RS 1) SHIM AS REDO. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4-. INS7Al LPT1ON ANCHOR 2) WINO0W FRAME MATERIAL: ALUMINUM ALLOY 6063. 3/16, DIP, TAPCON 3) USE LATEX CAULK BEHIND -Dow FLANGE AT HEAD. SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FVNGE. HIM AS REOD SEE 44OTES) 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GL•SS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW 6 INSTALLATION IS LIMITED TG 40.0 PSF. 7) FOR,!NSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE DR MASONRY OPENING, USE 3/1DIa.7APCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE YIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS c 24' D.C. MAX. BETWEEN. Q 1-I/.• MIN. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. E n OE nENi BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9> ELEVATIONS SHOWCOMMON CONFIGURATIONS. IT IS NOT,INTEN OED TO L!+I1 USE DF THIS T MAX.PRODUCT TO THESE TWO CONFIGURATIONS, THIS SMELT APPLIES TO ALL CONFIGURATIONS IT SHIM SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FILED WINDOW FRAMING SYSTEM. CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME, A- LTj$ ,T4 L u{. SEJ iV} E R lr g )ESL FME # P1 GLAZING ( TYP. SEE KIESI BUCK HEIGHTSHIM AS RED SEE NOTES) FLANGE TYPE WINDOW FRAME SILL ONE BY BUICK ITYROTHERS ff OTHCRSY CAULK VOOD IMETER 1/ 4' MAX. S. I. SPACE EXTERIOR FINISHBY OTHERS7BuCKCAULKBETWEENWINDO1-1/4 WOOD BUCKEMBEDMENT MIN. FLANGE6 CONCRETE ONSTALLATION ANCHOR MASONRYOP/ 16' DIA. TAPCON BYOTHERS CAULK BETWEEN WOOD MASONRY OPENING BY OTHERS SECTION I WINDOW WIDTH ---- ELEVATION VIEWED FROM EXTERIOR i n7_ 7,--fL DA BUCX vIDiM /4' M SHIH SPACE SHIM AS QED MIN. c SEE NOT EMBEDMENT FLANGE TYPE-- CAULK BETWEEN VINDOW FRAME WOOD BUCK L JAMB MAS'Y OPENING d BY OTHERS Q GL AZING flip. INSTALLATION ANCHOR SCE NDIE Sr 3/ 16' DIA. IAPCON ONE BY WOOD PERIMETER CAULK BUCK Br OTHERS BYOTHERS BYOTHERSEXTERIOR FINISH CAULK BETWEEN BY OTHERS VIN OW FLANGE WOOD BUCK WIIIDOM MIS 7H —.-I CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS OW WINDOW HT HEIGHT I 2 I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 W. U.0y Rd. • Cortolllon, TX 75006 • P.O. Dos 619022 • Wlos, TX 75361 DR. VIm ec s.4:vna INSTALLATIFJN DRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW s. . . o scA c BB N/A ccco _ c c p+n4c' 3/ 20/02 B I GEN-0 25 SHEATHING BY C'HER CAULK Bi EXTERIOR F 8Y OTHERS PERIMETERCAULKBYOTHERS FIN TYP„ FRAME E GLAZING IT..., SEE NOTES FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS MB INSTALLATION J ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAL':. BEHIND FIN - SHEATHING BY OTHERS i. SOWNRs ALLATIONSCREW (TYP.) 11. AS REO'D. E NOTES 1/4- MAX. SHIM SPACE OWHEIGHT MAX SHIM SPACE 7 SHIM AS REO'D SEE NOTES 1' MIN. \— Z % FRAMING EMBEDMENT BY OTHERS SECTION 1 1HE NO'• I) DESIGN PRESSURE C<?ACITY OF WINDOW & INSTALLATION IS 10.0 P$F, Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD S'UOS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX h B" O.0 MAX. BETWEEN, 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCSr USNG YB SCREWS OF SUFFICIENT LENGTH TO PRO`ADE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' 4A%. FROM CORNERS k Z< OC. M %. BETWEEN. AJ SHIM AS REO'0. AD-A:ENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 S) WINDOW FP.A.ME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK ELHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATE CAULK FOR PERIMETER SEAt._AROUNO EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY IARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE, 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA R. O. A. F. MANUFACTURER NAME: E ERa Ad (jM 11/l )Ad MASTER FILE # a _ ELEVATION VIEWED FROM EXTERIOR F/3-u-rz 1/4- MAX. SHIM SPA TWO BY FRAMING SHIM AS. fiE0'D. 9Y OTHERS FIN TYPEFRAME -.IAMB 1' IN EMBEDMENT I HEATING BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS T I R A6 INSTALLATION ANCHOR SCREW (TYP.) WINDOWTH PERIMETER CAULK BY OTHERS SECTION 2 1 HE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER — EXTERIOR FINISH 6Y OTHER PERIMETER CAULK BY OTHER FLANGE TYPE 1WINDOW FRAME WINDOWHEIGHT EXTERIOR FLANGE TYPE WWINDOW FRAMESILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH 3/16- DIA. TAPCON EM19EDMENT SHIM FLANGE TYPE 1/4 SHIMSPACEMAX. SHIM AS REDD. SEE NOTES) NO ES) SEE NOTES) WINDOWJAMB FRAME QQ CONCRETE OR MASONRY OPENING411/4- MIN. BY OTHER ENBEDMENT y INSTALLATION ANCHOR _ 1 3/16- CIA. TAPCON PERIMETER CAULK a BY OTHERS CAULK BETWEEN 1/4 $HILiJ WINDOW WIDTH I WOOD BUCK & MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISHBYOTHER WOOD -BUCK BUCKHEIGHT SECTION 2 ANCHOR (TYP.) J K HI v o Q PRC CAST SILL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITK VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: IGHT 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW .RAME MATERIAL: ALUMINU M ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW.FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL a.) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE—MOREHEAD 850D ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. - 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1550 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE ATIL- A1TrpNASPCONNOWNANCHCOR OFHART. SUFFICIENT LENGTH TO PROVDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATEON 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'O. 11) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART, USE ANCHOR OUANITY LISTED WITH NEXT LARGER SIZE- D F 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,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H.K A.G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 H,K A,B.C,D,F,G CENTRAL FLORIDA B. O. A. F. wn0ow MANUFACTURER Nam: WIDTH ELEVATION agf&/- VIEWED FROM EXTERIOR M,4iSTER 'FILE # O y I 3`ZG-Ot- wrz s,N AFr,vo-r I OnT3/ E .n WO NA.wE 20/02 ( GEN0027 vn T .m .1.I..o...,a.K. 1.. a .a.L 1•a 1 eo:-clee •... (•a>I -eu4 SHEATHING CAULK BETWEEN FIN SHEATHING 2 % FRAMING BY OTHER & SHEAT:NG I BY OTHER BY OTHERS I- MIN _ CAULK BETWEEN i3 SCREW 'NSTALATION EMBEDMENT 5 1/4 MA SHEATHING SHEATHING & FIN ANCHOR (TYP.) (SEE NOTES) D SHIM SPACE BY OTHERS i 2 X FRAMING E%TERIGF FINISH Er OTHERS BY OTH_aS , FIN TYPE i"MIN. WINDOW FRAME 'EMBEDMENT TES CAU! K I/4• MAX. JAMB BY OTBYCiHE.< SHIM SPACE TFT p8 SCREW INSTALATION FIN 71PE S. ANCHOR (TYP.) FRAME: SHIM AS REO'D FRAME HEADER - ( SEE NOTES) WINDOW WIDTH - - Ex TERIOR FINISH BY OTHERS WINDOW EXT RIO PERIMETER CAULK HEIGHT BY OTHERS cXTERIOP. FIN TYPE SECTION 2 INDME Sr. — EOUALLY SPACE 6" MAX.(TYP) IIL, ANCHORS (TYP BY OTHER - I 06`HEAD, JnMBS) l. SILL STOOL l PERIMETER CAULK - - - - - - - 1/4" MAX. BY OTHER SHIM SPACE SHIM aS REO'0 -F AB SCREW (SEE NOTES) WINDOWICATIONaNC:- OR (TYP.) HEIGHT 2 X FRAMING xTER OR \ 9Y OTHERS E F:vISr EY O-H\ERS ` CAULK BETWEEN WINDOW FIN & SHEP HING SHEATHING BY C-HER i" MIN. EMBEDMENT SECTION 1 GE': ER:- NOTES: 1) 5: AS REVO. ADJACENT TO EACH INSTAU-17:0-N ANCHOR WITH LOAD eE RING SHIM MAX, ALLOWABLE SHIM STAG TO EE 1/4'. 2) M.DOW FRAME MATERIAL ALLOY 6053 3) U_: LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARL' ID EXTERIOR OF WINDOW FF. uIE. 5) G_A5S THICKNESS MAY VARY PER THE REOU17EMENTS OF ASTM E1300 SI'. LE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. Bj DP.AMNG APPLIES TO INSTALLATION OF FIN FRAME 'MNCOW IN WOOD FRAME OPENING W-- TWO BY WOOD STUDS USING 099 IN DIA NF:'_S CR ,98 SCREWS OF SUFFICIENT LF.,_- H TO PRCVIOE MIN, EMBEDMENT INTO 5D -S --E 7j IF ENACT NNOOW SIZE IS NOT LISTED IN CHART, SE A.:CHOR OUANTITY LISTED WTH NE.- LARGER SZE. 8j GE'.ERAL ALu.V..NUM'S 1150 SERIES HORIZONTAL S- EIE: ;5 S; 0—. THIS PRINT ALSC AF=-. ES TO T-E 1980 INSULATING CLASS HORIZ01-AL S_DER SERIES. b I ANCHOR ( TYP.) IAX.( TYP). WINDOW WIDHT ELEVATION ti r VIEWED FROM EXTERIOR` •?.' • .,• 7 . 0 Zo-ct- COMPARATIVE ANALYSIS & ANCHOR. CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS REO'D. 099 NAILS REG'C. INCHES CAPACITY IN PSF IN FRAME IN FRAM WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH' HEIGHT SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 1 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 1 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 MKS U. fyT RAIL' ry+ Fg•1,O7+i73p:[DpA y B. 0. A. r . MANUFACTURER R1Vt7DEE: MASTER EME # iool w. Gpsb9 Ra• Certoglon, lY 75m • P.o. Bo. A19W7 •om0., 1[ 7s3A1 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1180 /1980 MODIFIED HORIZONTAL SLICER p Rrl CnKp S:ACE es N/A Lpr . R[p pAiE pRv nvM9ER R[ Mva e. I I 03/li/0" GEN-002! INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - r ILU FLOPJDA '° MANUFACTURER N ° WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 DWG yo: GEN-0452 MULLION II I DIE NO. 1445 I II I II I II I II I I I I INSTALLATION R FILE 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B ANCHOR TYP.) l SEE NOTES a ° # 2 & #3 0 v 1-7/g„ Q NOTES: SECTION A - \ 1445 MULLION WHEN INSTALLATION USED0 MMULLL S SILSAPPLY NGLE HUNG AOND OR ALUMINUM PICTURETUBEWIWINDOWSMULLION, SIDEDIE BY A A B u EXTERIOR ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16 DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0. 1445 AREA: - - - ORN: JS APRVO:.- PREPARED BY: .co EPRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-005-0366 r GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 A- I -' GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020122 HEATHROW, FLORIDA 32746 FEB. 19, 2002 PHONE 407 805-03651 FAX 407 805-0966 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG NO: MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SM S (TYP.) IVIIJ L_L I ON DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE N0: 1446 INSTALLATION ANCHOR TYP.) v ° a SEE NOTES 2 & #3 I I ' o v 1 — 7 /R Lj EXTERIOR ELEVATION - E v wv S', 'FF # 5' N-OYES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C OR P . SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 /4" MIN. TITLE: FIN VERTICAL MULLION INTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME C0NSTRUCTI0N, ATTACH MULLION TO SUBSTRATE USING #10 LAPRVO:_--- OATE: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- oRN: JS3FRAMING. WT/FT: SCALE: WG N0: HALF cEr,—c PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-805—O365 FAx 4C7—?S5-0_c9 SHEATHING BY OTHER: STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY pTHf RS SHIN AS RE'D'D IN$TALLAT!CH ANC SCR SEE NOTES) 2 SCREW CAULK BETVCEN DOCP :LANCE TO BY WOOD L SHEATHING BY OTHERS U I w I X 7IL o lPTA SLIDING GLASS DCGP.FRAME SILL v- --.DOOR WIDTH /<' MAX. SHIM SPACE TWO 3Y WOOD 1-1/8 MIN BY OTHERS EMBEDMENT SLIDING GLASS IF DOCP. FRAME — AJAMB -- IA\ I A I / 4' MAX. HIM $PACE - 1-1/8- MIN. EM9EDMENT SLIDING GLASS DOOR FRAME MEAD IEMPERE GLASS (TYPJ DOORHEIGHT D SLIDING CLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) r,5- iNSTALLATION AN,r.CR W SCREW TVC 31 WOOD BY OTHERS CAULK BETVEEN MOCK STRIP L SHEATHING ZTEMPERED INSTALLATION ANCHOR R8 SCREW MIN. EMBEDMENT GLASS CAULK. BETWEEN TYPJ DOOR FLANGE L SHEATHING , SHEATHING BY OTHERS SHEATHING PERIMETER CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO (TYP.) STUCCO OR SIDING GR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL NOT; t: 1) DOOR NATER JAL ALUMIM)M ALLOT 6C6I. 2) i8 IME, ALL ATICN SCREWS MIST 3C OF SUFFICIENT LENGTH TO ACMIE WE NIN. CISCbiNT OF 1-I/8' INTO WOOD. TAPCOM TYPE INSTALLATION ANCHORS AT SILL HviT BE OF SUFFICIENT LENGTH TO AC.IEWE MIN. ENBEDNCNT OF I-1/A' INTO'NAICMRT OR CGNCRETL 3) INSTALLATIDN AMCHOR CHART IL. SACK OF iNIS SNECT, USE SILICOMIZED ACRYLIC CAULK 3ENI.0 DOOR FLANGE AT MEAD L JAMBS- 3 USE TILICCHIZED ACRTLIC CALa.a fOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT OEM SIZE IS MOT LISTED IN ANCHOR [HART. USE ANCHOR OUAMTITY LISTED WIN NEXT LARGER SIZE. FCR THE APPROPRIATE DESIGN PRESSURE REO.O. TI FOR POCKET DOOR SIZES WE, CLOSEST 31PASS DOOR SIZE L CONFIGURATION TO %INISHRO OENING. PLACE I.STALLATICI ANCHORS. IN FRONT OF NDOK STRIP AS IHOWN 8) GLASS TM ICKNESS MAT WARY PER aEOUIRCME.TS OF AST. EII00 GLASS CNARTS, I) DOOR uMIT IT APPROWCD USING TEwPERED GLASS I. SINGLE GLAZED OR INSULATING GLASS. 10) JAN3 / SILL CORNERS •RE i0 3E :C AL_D WITH A SMALL AIMT SL AN SC ALCR. 11J Swln •i REG O. AT EA. SET OF INSTALLATIOn AwCHORS. . i ALLOWABLE THIN STACK i0 9E 1/.'. 2> ALL I.T TALLAiICN ANCHCRT MIST 3E MADE OF CORROSION ARESIST-T 71ER[IS. II) WHERE 'i' 4"'T ENLS MOVING PANCL ANp 'O' REPRESCMTS fI1Ea PAM[L-APPROVED CO.F IGURATtCNS ARE AS LISTED O. AMC HOR C.AaT OM 3•CK OF iNli SNC_T. E X T E R I L R E L E V^ T G A> NOT ALL C WIGURATIGS LISTED A3OWE ARE S OWn O. THIS DRAWING. HO- APPQO DINSTALLATION T N SECTIONS -A-A'. '8-3' L HOCK STRIP DETAIL APPLY TD IMSTALLAr CM OF ALL D / EMBE nME N7 CONFIGWATIGNS. A 1-!/A' MIN. Z PANEL DOOR -SHrivN IS) FLORIDA CITRU OCRS i000 RIES SLIpINC GLASS DOOR IS SHOWN Tn[S PRINT ALSO APP'-:ES T7 2000 SERIES AND 300 SERIES- A J D LIBERALLY APPLY CAULKING UNDER SILL _ OR SE: SILL, IN BED - INSTALLATION ANCtiCR . rill C=NCRETE 3/I6' ](A. TAPCON / ScC T .0N A. -A. Ft 12002 ESCRIPTION DATE JINI F L O R I D A EN T.RINDC.I S SANS DRY FL, I TITLE: SLIDING GLASS DOOR INSTALLATION \// T I N * SCREWS DRATY`l SY:33 I APPROVED BY: I ATE: !ill; /D: (SCALE: NT: (DWG y CONCRETE OR SH.1 r. AS RE'C•D MASONRY OPENING (SLL NOTES) BY CTHE3S CAULK ?ETVEEN. DOCK FLANGE t VO03 BUCK CAULK ?ETVEEN PERIMETER vOOD BUCK t CAUL F. 9r MAS-Y. OPE ERS NING OTHBY OTHERS STUCCO BY OTHERS o Q I INSTALLATION ANCHOR RB SCP.EV (TYP. WHERE - TAPCONS ARE NOT REO'DJ SLIDING GLASS DDOR FRAME SILL 7 INSTALLATION ANCHOR 3/ 16' DIA. TAPCON INSTALLATION ANCHOR R8 SCREV (TrP. VHERE ONE BY WOOD TAPCON, AxL NOT R".D'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME C7 1/ 4' MAX. JAMB I> ' I SHIM SPACE tl LSLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT 0 a EMBEDMENT A 1-1/4' MIN. p 7 d U A D A D LIBERALLY APPLY CAULKING UNDER SILL OR SET Si ILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16• MIA. TAPCON SEC I j0N A -A` TEMPERED GLASS IT YP.) PERIMETER CAULK BY - OTHERS S. G.D. MOTH 1/,' MAX. SHIM 1PACE 1 1/4' MIN. EMBEDMENT ONE BY WOOD 1. I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS' Y. OPENING BY OTHERS SHIM AS RED'D. SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA, TAPCON CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONP. Y OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETVEEN 3/ 16' DIAL TAPC ON WpOD BUCK C MAS• Y. OPENING BY OTHERS a CAULK BETWEEN SLIDING GLASS DOOR HOOK STRIP t HOOK STRIP VOOD BUCK d 1- 1/4' MINI EMBEDMENT Q I Q ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS B. O.A. .TEMPERE GLASS SECTION BACI'URER (TYP.) j' SLIDING GLASS DOOR X NZ r i INTERLOCK MASTER FRX S HOOK STRIP DETAIL 11 DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) TAPCO. I TYPE INSTALLATION ANCHORS MUST BE Of SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT or 1- 1/4' INTO MASONRY DR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRANC MEMBERS. 4) IAPCOM ANCHOR CHART ON BACK OF THIS SHEET. 5) USESILANCHORZCDACRYLICCAULKREMINDDOORFLANGEAT HEAD t IAMBS. 6) USE SIL ICONI2ED KR TLIC CAULK FOR PERIMCTER SCAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR 112E IS NOT LISTED IN ANCHOR CHART• USE ANCHOR OUANIITT LISTED WITN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RED-D. B) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE TAPCONS. IN FRONT OF HOOK STRIP AS SHOVM. 9) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM [1300 GLASS CHARTS. 10, ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCDN MCHOR SMOUID BE FILLED VITM .6 SCREWS OF SUFFICIENT LENGIN TO PROVIDE IN S/B• EMBE DMCM INTO VOOD BUCK. 11) DOOR UNIT IS APPROVED USING TENPCRED GLASS IN SINGLE GL A Z ED DR IMSULATING GLASS. 12) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SCAM SEALER, 13) SHIM AS RED'D. AT EA SET OF INSTALLATION ..[HORS. MAX A OVABLE SHIN STACK TO BE 1/4'. 14) ALL INSTALLATION ANCHORS MUST BC MADE DF CORROSION RES:STAMT MATE RI.L S. 15) VMERC • X' REPRESCMIS MOVING PANEL AND '0' REPRESEMTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR ENART ON BACK 01 THIS SHEET, 16) NOT ALL CONFIGRAIIONS LISTED ABOVE ARC SNOVN ON THIS GRAVING. HOVEVCR INSTALLAIION EXTERIOR ELEVATION SECIIDNS -A-A'. •B-B' L HOOK STRIP DCTAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CONFIGURATIONS. 17) INSTALL ONE I -CO. 1. EACH PAIR Or FACTORY APPLIED INSTALLATION HOLES UHLESS NOTED 01HERVISE ON ANCHOR CHART. SEE BACK OF TNIS SHEET. IB) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SMVN. THIS PRINT ALSO APPLIES TO 2D00 SERIES AHD 50C SCRIES. REV DESCRIPTION DATE IN EXTRUDERS F LOPIDAINT. INC. SANFORD F I TITLESLIDING GLASS DOOR INSTALLATION WITH TAPC NS DRAWN BY: BB APPP.OVED BY: a - i 1 n.•Mr.)FI/C iN; Icr•.H r. H.i7C n.. tG L TAPCON ANCHOR, CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP 7O 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60:PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, xp 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, x0 72 x 80 4 4 4 4 4 4 3 4 5 8068 Xx, Ox. x0 96 x 80 5 5 5 4 4 4 3 4 5 10062 XX. Ox, x 120 X 80 6 6 7(> 4 4 4 3 4 5 5080 XX, OX, XO 60 X 96 3 3 3 5 5 4 5 6 6080 XX, OX, XO 72 x 96 4 4 4 5 I 5 155 I 4 5 6 Soso XX, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 xx X. Xp 120 X 96 6 A 7 (n 5 5 5 4 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 xX, Ox. XD 72 X 120 4 4 4 6 6 6 6 I 7 8 8010o XX. X X 96 X 120 5 5 6 6 7 (DI) 6 8 9 9068 OX 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OX0 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OxO 181 1/8 X 80 8 IO 1 (D3) 4 4 4 3 4 5 9080 OXO 109 1/8 X 96 5. 6 5 5 5 4 6 6 12080 OX 145 1/8 X 96 7 8 (Dl 9'S2):" 55nd4 5 4 6 6 15080 XO 181 1/8 X 96 8 5 5 5 4. fi 6 90100. OX 109 1/8 X 120 5 5 6 ;^.T 1 •,_;b-.t. ' 6t1+% i DI) 6 I 8 10 120100 XO 145 1/8 X 120 7 6 6 7 (Dl) 6 8 10 9068 XXX 106 5/8 X 80 4 4 —° 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 <Dll 4 . 4 4 " : 4 3 4 5 15068 XXX 178 5/8 X 80 8 q 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 19 (D2) I15080xxx1785/8 X 96 8 t (D3) 3 5 5 5 4 6 6 90100 xxx 106 5/8 X 120 5 6 6 6I 7 6 11I 10I120100xxx1425/B x 120 7 np n (n^ 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5 12068 OXXO 1 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5 16068 OXXO 191 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5 10080 UXXU 1 :D /X 7b b 6 7 (DI) 7 7 4 b b 12080 OXXO 143 5/8 X 967 8 (DI) 9 (D2) I 5 I 5 15 4 I 6 I 6 16080 OXXO 191 5/8 X 96 9 12 (n ) a <D5> 5 5 5 a 6 6 10100 OXXO 119 5/8.x 120 6 120100 OXXO 143 5/8 x 120I 7 9 cD2)) 1 10 (D3) I 6 6I 7 (Di) 1 6I I 8 I 10 160100 OXXO 191 5/8 x 120 10 DI) 13 (D4 16 (D7) 6 6 7 (DI) 6 8 10 10068 xxxx lli 1/4 6 6 4 4 J 4 12068 XXXX 1141 1/47 78 DI) 4 4 3 4 5 16068 XxXx bu 189 1/4S Dll 0 <D2) 12 (D4> 4 4 4 35 10080 xxxx t 1/4b 6 7 (D1) 4 612080XXXX11411/4 X 96 7 18 (DI) 9 02) I 5 I 5 15 I 4 I I 6 16080 xxxx 189 1/4 X 56 9 (Di.)1 Da) 12 c s) 5 5 51 4 6 6 100100 xxxx ill i/1/'46 X1206 7 (0I) 6 6 7 (DI) 6 8 10 lHioo XXXX Al i/4 X 120 17 16 (Dil I 10 (D3> 6 I 5 17 (Dll I 6 I 8 I IO 1b0100 XXXX 189 1/4 X 120 10 (D2 na) 5 (D7) 6 6 7 (Di) S 10 V V W- 0.9 EE-3 FC Z 4 ANCHOR NOTES: 1) IN SOME CASES TAPCDNS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7• DESIGNATES IN WHICH SIZE a CONFIGUP. EATIONS TWO TAPCDNS ARE REO' D. 2) ' D1' MEANS, INSTALL TWO TAPCDNS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCDNS 1N TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCDNS IN THREE SETS OF INSTALLATION HOLES. 5) - D4- MEANS, INSTALL TWO TAPCDNS IN FOUR SETS OF INSTALLATION HOLES. 6) - D5- MEANS, INSTALL TWO TAPCDNS IN miE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCDNS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCDNS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCDNS IN HEAD 2 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES 1N HEAD 8 SILL. B: SECONDLY, AT EACH END F HEAD 8 SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD 8 SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCDNS IN JAMES SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. E: SECONDLY, AT EACH END OF JAMES NEAP, HEAD a SILL COP.NERS- C: LOCATIONS IN JAMES OTHER. THAN AS LISTED IN A Z E. nn 1 n EXTRUDERS rE 1_ f\ 1 L r l INT. INC. SANFORD. FL. T111C, SLIDING GLASS DOOR. TAPCON F,_-.SS CHAPT BB CIViL N.T.S. 7— I--- -- - 1--- r 77 2 a GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 wDw. wTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 64.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4 1? 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ WINDOW FRAME HEAD TYP.) SEE NOTES 2 & #3 D ° INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP,) MULLI N ANCHOR BRACKET MULLION ------- DIE NO. 1447 _ ____ ACTUREi R NAME: MULLION 1-4i_ - - . . I A..- - - ,J .DIE NO. 1447 FILE # 6 SECTI N B-B DWG NO: GEN-0453 INSTALLATION ANCHOR CTYPJ D a D I SUBSTRATE SECTI N A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MAS NRY, 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. P B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE, FIN H RIZ NAL MULLION INSTALLATION DETAILt ALUMINUM TUBE MULLION, DIE NO. 1447 y' t . EXTERIOR ELEVATION, -cE Lr " AREA. DRNi BB APR VD, _ _ — _ DATE, 3 / 17 / 0 2 J WT/FT, _ _ _ _ SCALE- HALF MATL, _ _ _ _ DWG N0 GEN-0453 ff' P7AREA, iV PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY.; HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 A r GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM Tk ii FIN HORIZ. MULLION MULL SPAN> WOW. 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DING No: 1-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MUL.LIUIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES v a a #2 & #3 a u EXTERIOR ELEVATION UFACTURER NAME NOTES. 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON,- TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 ---- k rAR DRN: JS APRW: DATE: Z /1 7 /` SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD---- J FRAMING. : --__ SCALE: HALF MATL: ---- DWG NO: PREPARED BY: PRODOCT TECHNCIOCY CORP., 250 INTERNATIONAL PKWY, Y.EATNROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-5:5-C'66 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. VIE-- 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES'ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY' PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 HEATHROW, FLORIDA 32746 JAN. 11, PHONE 407 805-0365 / FAX 407 805-0366 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 A FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 3.78 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43. 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 f> n.:Tss t em t. TESTED IN ACCC(dANCE WITH S%MON.O BUILDING CODE. CHAPTER 17• TO A POST TIME 9- THE STRUT PLACD.ENT ON DOORS OMSTMUCTED WITH S OR AQ7E SECTILT6 Y ` COUNTY `ER AND T•EGAT I VE 37.5 PSF. ' CONSISTENT WITH THE DOOR SWIM. THE STRUTS FOR THE AOOITIONA@ INT T A ORE, PER EN 1 2. DASH N vEIERSr REPRESENT VARICLS SECTION HEIGHTS. SECTIONS ARE TO BE 'PLACED AS 94OWN ON THE THIRD SECTION' B V PER EN r CC r ]; rya• C REV PER EN 1 S. FOUR IVE SECTION 7' HIGH DOOR SHCMN. 8' HI Q4 DOORS HAVE 10. THE STRUT REDUCED BY FF tDCE BETWEENALL SECTIONS T`E ACTUAL SECTTIICN PC GHTak220 BASTE R F i LE FIVE SECTIONS. 4- SECTION HEIGHT OF 20.812. 19.00 a 16.75 ARE AVAILABLE - 11. 5N3iEW PM 605911-0001 IS A 1/4' OIA X 5/8' LONG TYPE AS HEX HEAD AETAL SCREW. L AND ANY 8E USED IN CONe INATION TO A041EYE 12. STRUT PLACEWWS CAN VARY a)'. VARICLIS HEIGHT DOORS. 13. OJMNTI TY FOR LOCKS CAN BE 0. 1. OR 2. _ 5. DA30SSWW PATTERN OF 14.50 X 20.375 910WN. ALTERNATE E73S OF 12.50 X 43.375 AND 12.50 X 20.375 IA1Y BEPATTTRACK PATUSET END HINGE 6. TORSION SPRINGS SHDRN. EXTDSICN SPRINGS AVAILABLE. THIS BRACKET REF PIN 405964-0002 ON 1-1/2' REF—+{ j••- 7. USE8' HIGH DOORS ONLY. e. WINDOW MAY BE Ir6TALLED IN THE TOP SECT ICN OR THE SECTION IMWEDIATELY BELOW THE TOP SECTION. 2' X 6' WOOD JA43 PANEL 2' X 4' WOOD JAA9 SECTION, OR EQUIVALENT N 405964- 0001 1.018 THK) I 1/ 4' TRACK BOLT 5/16 X 1 3/4' 5' REF LAG SCREW DETAIL 'E* SCALE: 115 0 3 1/ 6—.{ 2• X 6' W000 JMG 2' X 4' W000 JAA.9 'D" OR EOUI VALFNT I ZONTAL TRACK WEATFERSEAL - k CCWTERBALANM SECTION "C- C" 12 R I SCALE:- 1/ 2 TIONP.L SPLICE IN HORIZONTAL TRACK AT I LOP OF RADIUS 405964-0002 407605-0004 B• TYP 2 PLCS 061166-0001 TYP 2 PLCS 4o76os-0003 RI`S) 405964-0002 7 TYP 2 `5 18.5O6T166-0001 TYP 2 PLCS LT'ONiFG HEIo+r 400650-0002 96a HS- 2 TYPICAL NINJS /1• 048450-0003 ._.. _ . _.---- - -'-.— ..__ ..... _... .. - 3-PLACES --- - 36.00 — J."407605-0002 TYP 2 PLCS 5.00 j J." 061166-0001 TYP 2 PLCS E ` VIEW ' D-D' 2' TRACK 049 THK ( VERTICAL) STANDARD TRACK DETAIL FOR 9' SCALE: 1/ 16' " 1' SERIES 280 TFRU 289 ARE EOUI VAL ENT CONSTRUCT I GN 25GA STEEL 405771-0001—/ SERIES 180 ARE SMAE CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL 061165-0002 AND END CAP. DOOR TESTED WAS 281 SERIES. DOOR WIDTH CENTER STILE DID STILE FOIL T STRUT$/SECT. IICILLER VER71 LETRFCX JJ 11,JPAERFjA.DT) 9' 1 SINGLE YES Ht2 2' X 7/ib' 049' 113 STD. OPTIONAL WINDOW DETAIL SCALE:3/ 32 r-CENTER STILE BRING AA16, iCR / PIN 408680-0 IAO TOP ONLY 101199-0001 TYP 2 PLCS 161166-0002 TYP 2 PLCS 7' -0' 9H10'AN) H' -0' - ... _ MAX. HEIGHT STRUT TOP F IXTLRESEEMOTE 4EHD HINGE 00 NHS STRUT T 1 7/ 6' n-K. SECTICN SCALE: 1/ 4 DESIGN LOAD 25 PSF ± TEST LOAD 37.5 PSF ± INTERIOR ELIIEVATION OIJEi H t O v v SCALE: 1/ 76'"1' mo ra m "••4 ou[ i tE00•. rre w.",.piar rm«reri rra er ..• WaR • row 10NIS- 011201 8 IES'2H0 RESI S L CR 9' LNDLr, ale.asorrw r.ro m.csa rT. O'm1O wa Rwao °wT' e w re, w rormAm a ro wmwsi w r ...: S N/A I O FA 0.AVID 02 / 19 / 8 WIDTFI, 4 0 9 3.4 0 M OCrfS4OrOmrwrr[ CIrls ro•">.rar a owco ®.Ir.T w .,w rT x- 1f. Ml1t•:R• m = ii ..m a" u.rr EjIO.1 FA*02/19/98 e 2 i D a1R, I+evwwlw 1 REV 2 11/32-_}.__ MIN+14— 25 1/81' LENGTH DOORWIDTH - i•. 091 Y I I v r nrw mm.l a o.n resew A BEY E'ET El4 101]O 06/9e a B PET EN 101 41 3/,]/96 OL c REVI'ET d ,o,s 106 iFK.o 0 0 2T 1/160--, O t 7/ 8J.- 5/B 000UMIN. THC. 4 5/8- O O O P/N 400650-XXXX, ROLLED HS-X STRUT070MIN-4- 7/16- PM 405771-XXXX BOT. FIXTURE ROLLED HS STRUT 9HART .--_3• P/N 401199-0001, TOP FIXTLRE FOR 180/280/290/390 SERIES PART NU QER MIN. THE, STRUT 400650-0002 .050 HS-2 ATTACH TO DOOR WITH ATTACH TO DOOR WITH L400650-0004 .020 145-0 P/N 061601-0000. SLIDE LCCK ASSY4SCREWSPM605911-0001 3 SCREWS P/N 605911-0001 . I t I 2 9 /322 9/32 7 — —. 070 MIN •(•—.I . a 3/ P .070 MI H I oQo L H II I I, I I 000 3 3/16 - o O2 1/T O O8• 3 3/16 0 0 o o oQo 0 0 108 MIN .108 MIN+{r 7/ 16 PM 405964 i 046450, BRACKET, SCAB P/N 405964-0002, BRA(7(ET, SCAB JOINT .. P/ N 07605-XXXX, END, HINGE P/N 407603-0001, CENTER HINGE PART' NLIBER •L' STEEL DOORS STEEL -DOORS 405964-0001 3-1/4- TF 7 •_ 046450- 0003 4• ATTACH TO DOOR WITH _ t t r- F - r T ( 1 E' : PART RACER •N• 4 SCREWS P/N 605911-0001 F,. - %- . L ' L '_.. 407605-0002 .S5 EL 407605-0003 1.10 SCAB EPAQ<ET DETAILS 407605- 0004 1.35 ATTACH TO DOOR WITH 407605- 0005 1.60 2 SCREWS PM 605911-0001 ATTACH TO DOOR WITH 4 SCREWS P/t4 605911_ 0001 END CAP —! 408794- 1,2, 3 STpON 180RIES REt]'D ON 280CSERIES SCREW PM B059 2 FASTEI` PM5051r- CENTER STILE PM 408680- 0004.5.6© s ve_. 7/76' DIA 1 13/ 16' DIA I _ 1 7/15,--4 PM 061106- 0002. ROLLER ASSY. 1 HS STRUT TICAL STILE OR 1(SELF- GRILLING) SECTION 'B- BA STEEL -STRUTS 9• WIDE DOGS) s n oK e moo m Nn uw to6. 7 9/ 16 1 REF 7/16 I. ...... .. -- - 113/16 DIA REF 7/16 DIA. TF REF. T P/N 061164-0001, ROLLER ASSY, TR-3 k 180 02/19/9, 1. TESTED iN ACCOROANOE WI tH STANbArsp BUILDING CODE, aMPTER 17, i0 A POSITIVE AND NEGATIVE 37.5 PSF. 2. DA94 N.JVHERS REPRESENT VARIOUS SECTION HEIGHTS. 3. 1 " SECTION 7' HIGH DOOR 9HDIN. 8' HIGH DOORS HAVE I FIVE SECT IO`6- Y1.-SECTICN HEIGHT OF 20.812.'19.00 ! 16.75 ARE AVAILABLE AND MAY BE USED IN C0.81NA11CN TO ACHIEVE VAR I OAS HEIGHT DOORS. 5. E 90SSKNT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X.20.375 ANY BE USED, 6. 7OtSIQ) SPRINGS 9-"N. EXID61CN SPRINGS AVAILABLE. 7. USE THIS BRACKET. REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. e. WINDON AAAY BE INSTALLED IN THE TCP SECTION OR THE SECTION IAI.EDIATELY.BELON THE TOP SECTION. 2' X 6' YIDOD JAA9 2' X 4' MOOD JAW , OR EOLJI VALENi\ 4 /_p /N 405964-0001 1 1/4• TRACK EXX.t 1 5116 X 1 3/4' 5' REF LAG SCREIV _ DETAIL "E" • SCALE: 1/t 3 tVB—f•l 2• X 6• WOOD JANG 2• X LJ WOOD JAA6 'D''T OR EOUI VALENT IOf -HORIZONTAL TRACK k COLNTERBALANCE 72 R TICNAL SPLICE IN FOP AL I7RAGIC AlusjD' I 4-0002 1 SECTION "C-C" SCALE: 1/2 TYP 2 PLCS 061166-0001 TYP 2 PLCS 400650-0001 966 HS-1 TYPICAL L...._._,.___3-PLACES 36.00 293407605 d002— TYP 2 PLCS 0461450 0003--- Q.Do 061166 0001 TYP 2 PLCSEVIEW "D-D! 2' TRACK 049 TW (VERTICAL) STANDARD TRACK RETAIL FOR9' SCALE: 1/16• • 1• SERIES 280 TFRU 289 ARE EQUIVALENT CONSTRUICTICN 25GA STEEL 40577000000SERIES180ARESAW£ CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL 06116T- AND END CAP. DOOR TESTED wAS 201 SERIES. DOOR WIDTH CENTER STILE EHO STILE FULLERa%7 STRUT51/SECT. ROLLER VE 2TIG TRACjC IfJPER F -HTI HNRpYfARf e• 1 SINGLE YES' 2' X 7/18' 049' 70' STD. W. I CAI a ROLLER SHAFT BRACKET405742-0001- OPTIONAL WINDOW DETAILIA SCALE:3/32 1 L INTERIOR ELEVATION SCALE: 1/16'"1• K eMM rmwrtlr Iwfwwrlai a w.sQtroKw1HrOOP O fnMA• DOfOrM o A IA IA /O f IMm 11010Q /Or nee In faMlnmm a uiy ro riv R wwfr elsaarm Iamr nfan nagorre orfffrw er pwe.O Boor mfwr n. w lcafr e" fr K. ' DLLER SMT F IIXXTLRE SEE N DTE 4 END HINGE o rHHS STRUT TOPOONIY I C 401199-0001 — nl I.-- 1 7/8• TFK. TYP 2 PLCS 061166-0002JTYP2PLCS SECTICIN SCALE: 1 /4 F• DESIGN LOAD 25 PSF ± TEST LOAD 37.5 PSF ± l 7 • -0' SHgfNN1 VAX. rEla4r Q61601-0000 ©i T•® f/Il 405771-0002 061166-0002 6v NOTES t I 2 7/16 It 106 TF1R. O O 070 MIN P/N 401199-0001, TOP FIXTURE ATTACH TO DOOR 1ITH 4 SCREWS.P/N 605911-0001 I F32_yf_ 92 —__' 2 132- I --t--.070 MIN 1 000 3 3/16 o 0 Oho 7/16JI P/N 407603-D001, CENTER HINGE STEEL D001t9 ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 CAP U 408794-0001,2.3 ON 18o SERIEs _ REO'D ON 280--SERIES 2 11/32---- 091 MIN-+• O o 0 0 3 9/16' J.- O 2 7116' P/N 405771-XXXX BOT. FIXTURE FOR 18012801290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2.25 e I LENGTH = DOOR WIDTH - 1' 1 r 1 7/e 5/8 MIN. THC. PIN 400650-XXXX, ROLLED HS-X STRUT ROLLED HS STRUT CHART PART Mll. BER MIN. THK .1 STRUT 400650-0001 030 1 1-6-1 400650-0004 1 020 HS-0 II. RMfI nmw o O O 2 1/16" THROW O O J 4 5/8- j__ O O O I P/N 061601-0000. SLIDE LOCK ASSY 2 9/32 H' T•I I 3/4' 4 I_ T 3/4' I I 070 MIN DOO O O 2 v2• H oC2 318, O 3 3/16_1. 108 108 MIN-4- PM 405964 k 046450, ERACKET, SCAB P/ N 405964-0002. BRACKET, SCAB JOINT END. P/N 407605-XXXX. END. HINGE KABER ' L' a05964- 0001 7-11s RESID. STEEL DOORS R Puri 1,L. •H• 046450- 0003 4• P,. 407e05- 0002 .es 407603- 0063 1.10 - SCAB BRACKET DETAILS \ ` .4 ATTACH TO DOOR WITH E ;' w s07eos- oaw 1.35 407505- 0005 1.40 2 SCREWS P/N 605911-0001 41 4 ATTACH TO DOOR WITH SCREWS P/N 605911-0001 I; i: STILE P/ N 408480-0004,5.6a2 ve•— I 9/ 7REF87/161. 7n8' DIA r5 : DRA T 1 13/16 CIA REF I 1 7/ 18•-+1 6- 7116DIA. REF. rt _ PM 061156-0002, ROLLER ASSY.- P/N 061164-0001, ROLLER ASSY, TR-3 4SCREW _ --, .. P/ N 605911-0001 -6 STRUT _ a - 2 FASTENER/VERTICAL STILE OR _ P/ N 60WO-0001(SELF-DRILLIPI.,) SECTION ' B-B' STEEL STRUTS19' WIDE COORS I -.. bLK K,.... w.m.,e. ,pw... no. e)w . .Yarlls 12/,8/ 7 REST i4TLDR. B -0- wm n K s tOw m,aulw A OOtlIC I,O 1 1i mI4Q-M n m..7rww nwme r. A DArs V. oi/,9/ 4 9338 1p101w er awae am. w wo. w ..I rw. NOPE. w1 EACH pAViD rAw 02/19/98 2 s 7 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NASS U' M156 1 - Gf/ Builder. MORRISON HMS/ MT. D Address: 23 v' Permitting Office: City, State: Permit Number. Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1561 ft2 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 252.0 ftz 0.0 ft2 b. Default tint 0.0 ft2 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 188.0(p) ft R=4.11 1474.0 ft2 _ R=11.0, 268.2 ft2 R=30.0, 1666.0 ft2 Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DIP -Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 23166 PASSGlass/Floor Area: 0.16 Total base points: 24142 I hereby certify that the plans and specifications covered by this calculation are in complianc with the Florida Energy Code. PREPARED BY: DATE: / D I hereby certify that this b ' In as designed, is in compliance with the FI a ode. OWNER/AGE DATE: Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, -- Review of the plans and specifications covered by this indicates Ot Sr4 y o calculation compliance with the Florida Energy. Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL` IS DATE: CRY OF cob WE UMED SAWODO FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1561.0 25.78 7243.7 Single, Gear NE 1.0 5.0 9.0 47.10 0.95 404.1 Single, Clear NW 1.0 11.0 28.0 40.72 1.00 1136.2 Single, Clear NW 7.0 5.0 14.0 40.72 0.60 340.9 Single, Clear SE 9.0 9.0 38.0 61.07 0.51 1188.1 Single, Clear SW 1.0 7.0 38.0 56.99 0.98 2129.8 Single, Clear SE 9.0 14.0 64.0 61.07 0.61 2381.8 Single, Clear SE 1.0 11.0 32.0 61.07 1.00 1953.3 Single, Clear NE 1.0 5.0 130 47.10 0.95 583.7 Single, Clear NE 1.0 6.0 16.0 47.10 0.97 731.7 As -Built Total: 252.0 10849.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior 4.1 1474.0 1.18 1739.3 Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent 11.0 268.2 0.70 187.7 Base Total: 1742.2 2988.3 As -Built Total: 1742.2 1927.1 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 720 244.8 Exterior 34.0 4.80 163.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 52.0 192.0 As -Built Total: 62.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.6 Under Attic 30.0 1666.0 2.13 X 1.00, 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3648.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978A Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 6978.4 As -Built Total: 188.0 6997.2 INFILTRATION Area X BSPM Points Area X SPM Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32963.9 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) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 32953.9 1.00 1.188 0.284 0.950 10564.6 EnergyGauge'll DCA Form 60OA-2001 EnergyGauge(WRaRES'2001 FLRCSS v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF Points 18 1561.0 5.86 1646.5 Single, Gear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear NW 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Gear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Gear SW 1.0 7:0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Gear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5364.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 52.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666-0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 0.28 437.1 1561.0 -0•.28 437.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5694.7 Winter As -Built Points: 10254.2 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) 10254.2 1.000 1.078 x 1.160 x 0.95) OA09 0.950 4730.2 6594.7 0.6274 3510.1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGaugeT" DCA Form 60DA-2001 EnergyGauge1DlF1aRES2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 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 12940 3610 7692 24142 1 10665 4730 7871 23166 EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/FlaRE&2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 6W.1.ABC.1.1 Maximum:.3 cfm/sq.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 wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is. sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >116' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 1 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRFSCRIPTIVF MFASl1RFS (must hp met nr exceeded by all rpgidPnr_ps 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78°%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE (EPL) DISPLAY 1#. 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1561 ft2 7. Glass area & type Single Pane Double Pane a. Clear - single pane 252.0 ft2 0.0 ft2 _ b. Clear - double pane 0.0 ft2 0.0 ftz c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane 8. Floortypes a. Slab-0n-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 1.1. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 188.0(p) ft R=4.1, 1474.0 ft2 R=11.0, 268.2 ft2 R=30.0, 1666.0 ft2 Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: _! Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr SEER:12.00 Cap: 36.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 PT, __ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is no a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStardesignation), 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 v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14998 ft3 x 0.0167 = 200 cfm 2 Winter infibation load 1.1 x 2W cfm x 32 °F WirtterTD = 7039 Btuh a Winter infi trration FITM 7039 Bhsh / 304. fta Total window = 23.2 Btuhff and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer bf tration AVF 0.40 ach x 14998 ft3 x 0.0167 = 100 cfm 2 Summer infiltration load 1.1 x 100 cfm x 18 °F SummerTD = 1980 Bbh a Summer intimation HTA 1980 Bbh / 304 ftz Total window = 6.5 BtuhAF and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 100 cfm = 2M Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing bad Sensible ventilation toad 1.1 x 50 cfm vent x 18 °F &rrn-erTD = 990 Btuh Sensible load for structure (Line 19) + 25115 Btuh Sum of ventilation and structure bads = 26105 Btuh Rating and temperature swing multipfier x 0.98 Equipment stung load - sensible = 25583 Btuh 2 Latent sizing Goad Latent ventilation bad 0.68 x 50 cfm vent x 43 grAb moistdiff. = 1474 Btuh Internal bads = 230 Bluh x 5 people + 1150 Btuh Infiltration bad from Procedure C + 2949 Btuh Equipment sizing bad - latent = 5573 Btuh Construction Quality "s: a No. of Fireplaces is: 0 Sold/italic values have been manually overridden Prntxt certified by ACCA bo meet all requmnents of Manual J 7th Ed. wr-rghtsofit Right -Suite Residential^" 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFiles\MORRISON 2002t1561 NASSAUInassau.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 i i t 1*i a r nd it ., a, r wr;,ts ti Fw v H s. vrt .y n 'tt i iA k /. y pryer y} ,r" i fir i § r . -" Yi ak '. n? 1a.lt .i w .T , i i,, o ., ; ,Pt'O. t?C'q. Ct, Or111.g I On:' d Li {,i} `u h.aTt n ,.;n 1k .'Y. Suk %_ 1 *cu S} . Notes: Weather. Odando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Buildingg heat loss 34621 Btuh Venhla6on air 50 cfm Ventilation air loss 1760 Btuh Design heat load 36381 Btuh Infiltration Method Simpffied Consiruction quality Average Fireplaces 0 Heatinngg Cool, IVArea (W) 15 Volume (f!3) 14998 14998 Air cha esur 0.80 0.40 Equiv. AVFlho(cfm) 200 100 Heating Equipment Summary Malmo TR/NNE Trade Summer Design Conditions Cutside db 93 OF Inside db 75 OF Design TD Daily range 18 OF M Relative humidity 50 % Moisture ci ference 43 gdfb Sensible Cooling Equipment Load Sizing Structure 25115 Btuh Ventilation 990 Btuh Design temperature swag 3.0 OF D 9 d Ratelsoing multiplier 0.98 Total sens. equip. bad 25583 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 2949 Btuh Total latent equip. bad 5573 Btuh Total qqu' Btuh Req. =11 city at 0.70% SHR 30 Cooling Equipment Summary Male TR*E Trade Efficiency 7.7 HSPF Efficiency 121 EER Heating input Sensible cooing 24850 Bl uh Heating output 0 Bluh @ 47-F Latent cooing 10650 Btuh Hceting temp rise 0 OF Total MORN 35500 Btuh Actuai heating fan 1200 cfm Actual cooling fan 1200 cfm Heating air flaw factor 0.035 dmBtuh Cooling air flaw factor 0.048 cfrnBtuh Space thermostat Load sensible heat ratio 82 Bold/italic values have been manually overridden Printout certfied by ACCA to need all requirements of Manual J 7th Ed'. Ai Wri0ht50ft Right -Suite Residential— 5.5.06 RSR28013 2002-Jun-06 09:03:30 ACCA E:\Fiies\MORRISON 2002\1561 NASSAU\nassau.rsr Page 1 RIGHT-,J WINDOW DATA x DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 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 BTH 2 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1-0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 VVrlglltS01t"t Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-08 09:03:30 f E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr Page 1 RIGrTd WORKSHEET ntc+e ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MM0.JALJ AhEd 1 Narm[frwn EntieHot>e BfH2 BR3 FCY 2 Le gfrcfepseclM 188.0 ft 60 It 38.0 It 15.0 It 3 Roomd-riaraxis 6.0 x 140 ft 15.0 x 13.0 ft 8.0 x 8.0 It 4 Ceilrgs Cora Option 9.8 heathod d 9.4 It heaUmd 9.4 ft haall4od 120 It heaUwd TYFECF CST HTM Area Load(B11t1) Arm loadW) Area Load(Btrh) Area LoadW) Da:CStlE ND Htg I Clg ft Htg Clg ft Htg Clg ft Htg Clg ft Htg Clg 5 Goss a 143 4E 21 1547 56`" 39 96 Bposed b 12C 2 1 0 0 c 13C 3., 1.2 286 c 0 A 84 partitions d of 0.0 c. m 0 e 0. a M° p 6 Wilmsard a 1C 37.0 1 3913 9333 2B 1035 14 517 cjass doors b K 37.0 23f 0 0 0 0 0 Heetirg c 9A 29.9 0 0 c0 0 0 0 d o.c 0 0 c' 0 0 a" 0 0 e 0.c 0 0 c 0 0 0 0 f o.c 0 0 c"" 0 0 0 0 7 V*dvrsard North 27. 1 493 0 14 412 gl W-M 40. 172 69B4 9 562 0 G" 0 ss ENV 0. 0 0 0 0 SE&V 47. 29M 0 0 1 0 0 Sa1h 0. c 0 0 0 c 0 0 Horz 0. 0 0 0"" 0 0 8 C adoors a IT 14.7 9. 5m 33B 0 0 0 34 900 33B b 10D 14.7 9. 1 295 179 0 0 0 0 c 0 0 c 0. 0.c 0 01 0 0 0 0 c 0 0 0 9 tat a 143 4E 21 la 5812 2597 47 21E 96 Mg 1517 678 48 221 96 eposed b 12C 2 1. c 0 0 c 0 c 0 1 0 0 0 walsand c 13C 3. 1. 25 845 314 0 0 c 0 84 2 partitions d 0.c 0. c a 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 D 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2 16EE m 37M 111 1117 195 331 434 64 109 llec b o.c ac c 0 0 0c 0 0 0c 0 0 0 c 0.c 0.c c 0 0 0 0 0 0 0 0 d D. 0. 0 0 0 0 0 0 0 e 0. D. 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0c 0 0 0 11 Floors a 22A 25.9 01 173 0 6 1 0 3E 985 15 389 0 Nde: room b o.c o.c c0 0 0 0 0 0 0 0 0 perirre(er c 0. 0. 0 0 0 0 0 0 0 0 0 is displ. d 0. 0. 0 0 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 0 0 0 floss) f 0. 0. 0 0 0 0 0 0 0 0 12 Irfiltration a 23. 6. 7039 1gBJ g mB EE 2B 64B 1 4B 1111 313 13 Wobtal bss=6+8_+11+12 31473 1057 1516 3112 Leg. atrrel heft 0 0 0 Lesstrarsrer 0 0 0 Heating redstribfion 0 0 0 14 Duf loss Im 3147 ICFA 106 1C' 100A 311 15 Total bss =13+14 34621 1163 499 3424 16 Irt gains: POD* @ 1500 cD 0 1 1ZD lam 0 0 0 17 J tRSHgmr-7 2+16 71FiQ gm 2 21 1412 0 L trarsfer m. 0 0 0 Cooling redsttution 0 0 18 Dudgain 10° 22EK3 10Y 90 10'/ 10°/ 19 Trial RSH gatF:(17+18)"PLF 00 25115 1.00 936 1. 1.OD 154? 20 Air required (rim) 12LD 12i0 48 1 138 119 7 PMW oeffied by ACCA tD meet all requaerrlenls of Manual J 7th Ed. wreghtsaaft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 E:\ FilesIMORRISON 2002\1561 NASSAU\nassau.rsr Page 1 u RI T-JoWORKSHEET se DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY. FL 32748-6206 Phone: I407) 831-2665 MPIV.JFlL ' fmba 1 Namedrocm DIN LAUN KIT NOCK 2 Lr gh of a sedval 8.0 ft 18.0 ft 120 ft 20.0 ft 3 RoomdirE siors 16.0 x 15.0 ft 11.0 x TO ft 120 x 11.0 ft 11.0 x 11.0 ft 4 Ceilrgs Cona q tion 10.0 9.4 ft h DAtcol 9.4 ftf)A" 9.4 ft i heard TYFE CF CST HIM Arm Loadw) Am Load w) A,. Load w) A. Load ice) E>FCEL E I NO.. Ht9 CIg M Htg CIg M Htg CIg ft Htg 09 ft Htg I CIg 5 Gross a 143 4E 21 C"" 47 113 188 Bp-d b 12C 2 1.9 C.". 0 0 0 R valsard c 13C 3. 1.2 8C"" 1 0 0 partitions d 0. a 0 0 0 f 0. 0. a. a 0 d.. 6 ftid: Pnsard a 1C 37. C 0 0 C'd0 0 76 2 Glass duos b 8C 37. 0 0 0 0 0 0 Hooting c 9A 29. 0"" 0 C0 0 0 0 a" d O. 0 0 0 0 0 0 e O. C 0 0 C""` 0 0"" 0 0 f O. 0` 0 C"" 0 0 a 0 0 7 VV dx&ad NbrW) 27. 0 0 0'"" 4 81 glass doors NEM 40. 0 0 0 0C 38 1497 Cooling EW Of C0 0 0 0 0 SEEN 47. C*" 0 0 0 0""' 34 1612 South 0. C"" 0 0 0 0 0 0 Horz ac 0 0 0 C 0 8 Clherdoors a 1CD 147 9. 0 0 0 0 0 0 C 0 0 b 10D 14.7 9. C 0 0 18 26E 179 0 0 0 0 o O. a o 0 0 0 0 0 0 9 Not a 143 4E 21 C 0 0 47 217 97 113 5x 2v 112 516 231 epeed b 12C 2E I.E C 0 0 0 0 0 0 C 0 0 0 misard c 13C 3. 1.,, 81 252 94 104 32E3 122 0 0 0 0 0 partitions d Of O.0 C 0 0 0 0 0 0 0 0 0 e 0. O.0 C 0 D 0 0 0 0 C 0 0 0 f 0. ac C 0 0 0 0 0 0 0 0 0 10 Ceilings a 1ED 1.7 2 2 IV 534 131 171 132 121 2 21 b 0. 0. 0 0 0 0 0 0 0 0 C c 0. 0. 0 0 0 0 0 0 0 0 d O. 0. 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 C 0 0 0 0 11 Floors a 22A 25.S O.0 E 277 0 18 451 0 12 3" 27 518 0 Note: room b GC O.0 C 0 0 0 C 0 0 0 C 0 0 C O. 0 O.0 0 0 0 C 0 0 0 C 0 0 0 rd, dO.0 O.0 C 0 0 0 C 0 0 0 C 0 0 0 for ebb a Of Of C 0 0 0 C 0 0 0 C 0 0 0 floors) f 0. 0.( C 0 0 0 C 0 0 0 C 0 0 0 12 Infirtrahon a Mj 6.E 0 0 18 417 117 0 0C 76 1711) 495 13 Sl# fvl bsx6+8_+11+12 866 1824 10m 5ED3 Less etmal halirg 0 m 0 0 Lestranslier 0 a 0 0 Healing b 14 D 100 87 1 (YA le2 iCP 105 100A 581 15 Total loss =13+14 9m 2306 1160 6389 16 Irt gains Floople 300 1- 300 C"" 0 C"" 0 0 1zo 0 1 b 6DD 1 1 0 0 17 R11ot RSH gaiF7+8.+12++116 9281285 172E"" 4185 18 Duct gain 1CP 93 10' 129 1CPA 173 100/ 419 19 Total RSH gairF(17+18)-PLF 1.0D 102I 1.11) 1415 1.CD 18M, 1.OD 4804 20 AirrecpvErl ( dm) 33 El""' 68 91 221 M PrirrW certified by ACCA tD meet a@ 29ume it of Manual J 7ttt Ed. wr-rrgf tsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 CC` E:\ Flles\MORRISON 2002\1561 NASSAU\nassau.rsr Page 2 I i"Td WORKSHEET n>~,re ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone. (4071 831-2685 MPIVIAN_ . (in La 1 Name drown Uv M BR M BTH CENGM DY 2 Lerigidor{edvd 14.0 ft 34.0 ft 120 ft 11.0 ft 3 Romd vrsors 150 x 150 ft 150 x 13.0 ft 120 x 14.0 ft 11.0 x 15.0 ft' 4 Ceiings Caxft Cpticn 11.0 heWWol 9.4 ft heaVmd 9.4 ft ha#knd 9.4 ft i haakrocl TYPE CF H M Area' Loaf (Bhh) Area Load (BAh) Ara Load LB6.h) Area Load rPLh) DFCB F E JCSTJNO Htg I ag ft' FJ ag M R9 Clg M FIg t ag Or) HJ I C(g 5 Cross a 143 4f 21 154 320 113 103 Eposed b 12C 2 l.E c... a. 0 a.. vals and c 13C 3. 1.2 C"°' 0 partitions d O.0 0.0 c"" 0 0 e Oc 0. 0 e.. 0 0 6 V\tclo&sard a 1C 37.0 0 32 1183 1 16 591 glass dual b 8C 3TO 23E5 0 0 0 0 0 Hedug c 9A 29. 0 0 D d 0. 0 0 0 0 e 0. 0 0 0 0 f 0. 0 a» 0 0 0 7 ftubmard North 27.4 0 0 0 0 0 Bass doors rlENW 40. 2522 1231 1 51 16 630 Caofirg ENV 0. 0 0 0 0 0 d' 0 SES/V 47 c"" 0 0 0 0 0 Sam 0. c`' 0 0 0 0"" 0 0 Harz 1 k` 0 D 0 8 Cterdxm a 1Co 14.7 9. 0 0 0 c 0 c 0 c 0 0 0 b 10D 14 9. 0 D 0 0 0 0 0 c 0. O.0 0 0 D c D 0 0 c 0 0 0 9 Net a 143 4E 21 415 185 2BB 120 502 100 460 206 87 403 18! ego d b 12C 2 1. 0 0 0 0 0 0 0 Ovals and c M3. 1. 0 0 0 0 0 0 0 0 partAors d 0. 0 0 0 0 0 0 0 0 0 0 O O O 0 0 f 0. 0. 0 0 0 0 0 00 0 10 C E&gs a 1 1. 382 501 195 331 434 166 295 37 165 29D 357 b 0. O.0 c 0 0 0 c 0 0 0 0 0 0 c 0. QC c 0 0 0 0 0 0 0 0 0 d 0. O.0 c 0 0 0 0 0 0 0 0 0 e 0. Oc c 0 0 0 0 0 0 0 0 0 f 0. Oc c 0 0 0 0 O 0 0 0 0 11 Floors a 22A 25.9 O.0 1 363 0 34 8B1 0 12 311 c 11 295 r ble: roan b O.0 O.0 1 0 0 0 c 0 0 0 0 0 0 MrrYnr c O.c O.c 0 0 c c 0 c 0 0 0 0 is displ. d O.0 O.0 0 0 0 0 0 0 0 for stab a 0. 0. 0 D 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 0 12 IrfilBafion a 1 232 6.5 61 1432 417 32 741 29B 13 301 Iq 16 370 1041 13 Subh l loss+8_+11+12 4eB1 1837 1919J Lis a derrel hohrg Lesstrarsfer 0 0 0 Hwhrg redtibihon 0 ti 0 a. 0 14 Ductbss 10' S11 1 10' 184 10 193 15 Total Toss=13+14 55A 202I 2122 16 Irt gags: peo* @ 300 900 1 300 0"" 0 12M 0 0 0 0 17 SrMRSHgaiF7+8+1206 45M y9i 117E 12 Less atrmi 000lrg 0 0 Lesstrarsfer 0 0 C oolrcg redOmb6on D D 0 18 Ductgain 101 452 10/ 290 ICPA lif 100 128 19 Tda1 RSH gatF(17+18) PLF 1.00 4977 1.0D W75 1.00 1 1.OD 1410' 2D Air re*red (cfrn) 191 23B 1 147 74 67 Printout certified by ACCA to rrleet a9 requQerrlerlls of Manua! J Th Ed. Right - Suite Residential- 5.5-06 RSR26013 2002-Jun-06 09:03:30 G` EAFiles\MORRISON 2002\1561 NASSAU\nassau.rsr Page 3 3' bath ouct to roof cap fan d' bath u to Y Oof Ca WJfa -LI t 3' bath to rao eJfnn Must have a nininun clearance of 4 e around the air hondler per the State Energy code. All duct has an r=6 Insulation value. O '-' D U) Ln C O OUld iOEU S_ to (U a o> Rating zO } Z, m. w >_ z J z 0 H QJOZ) Q L M CLJ(A00