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HomeMy WebLinkAbout249 Venetian Bay Cir 04-2342 New SFHCONTRACTOR Momson Homes ADDRESS 151 Southhall Ln #200 327 51Nlaitland,FL 940407-257- CRC p41929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER i FEE FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION - PERMIT VALUATION O SQUARE FOOTAGE e H City of Sanford Certificate of Occupancy This is to certify that the building located at 249 Venetian Bay Circle for which permit number 04-2342 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New 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 Conditions (if blank, no conditions apply) Building: Bill Oden 12/07/04 Engineering: A. VanGaale 12/08/04 Public Works: G. Larue 12/08/04 Utilities: R. Blake 12/08/04 Fire Department: Zoning: Morrison Homes Property Owner m - 12/ 09/04 Building Official Date CITY OF SANFORD PERMIT APPLICATION Permit #:- "1 Z t I V_ lJobAddress: a `1 (1 `Q{ ( ( Date: t e l a -- TZ Description of Work: E1, 2(' -N(` Gt Historic District: CZoning: Value of Work: Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Caic. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Contractor Name & Address: Phone & Fez" Bonding Company. Address: Mortgage Lender: Address: ArchitectlEmgineer: Address: Attach Proof of Ownership & Legal Descripd4 S,3 3 hca\t L<_',e Phone:_ fc"i(-r) L-`Cj— n t' 3 State License Number: 14 Contact Person: ryl t_`- _Phone: Phone: Fax: Sy ae Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem o Florida Lien Law, FS 713. y Signature of Owner/Agent Date Signature of Contrac A t Date Print Owner/Agent's Name qnntractor/ Agent's Name + 2809 Signature of Notary -State of Florida Date e f Notary -State of Florida or teExpires December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID V Contractor/Agent is _ Personally Known to Me or Produced.ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (initial & Date) Special Conditions: Utilities: ID initial & Date) (Initial & Date) 2-03-2011 1,2,: 591- M FROM 1 f J CITY OF SANFORD PERMIT APPLICATION i t " PcrniirN Date: 7 ICwa 1JobAddrcss: _1m-1 iOSP rl F F C.r1 c C i fC 2 Deaeriptkra of Work.-,`? u,h cn LA f co . n 9 %1 '' 0 r r N Histork District: Zoning Valoe of Work: $ C) G--- Pca tmit Typc: Building Eiectrical Meclutnical Plumbing Fire Sprinkkr/Alarm Pool Electrical: New S Mcc — M of AMPS Addiliou/Altrration Change of ScMce Temporary Pole Mechanical: Residential Non -Residential pWLWerneel New (Duct L.0 'dt i ffv U C1 Roquiled) yout Plwnbiue/ New.Commer al: q of Fixttlrcr ' of Water des Sewer Lines q of Gaa Lines. Plumbing/New Residential: N of Water Qoscts Plumbiag Repair-Rrsidentittl ftr Commercial Occupancy Type: Rcsidcnlial _ Cotnmerclal Induttttiai Total Square Footage: Constntctiou.TYpc: pofStories' q.o(Dwdling!Unin: Flood Zone: (FEMA'(onnnquheA.torat6art•eeX) Parcel N; Attach Proot of Ownershlp Sr- ogal Deaer(pdoq) Owners Name A; Addrsu° , 1 O (' 1 S b { o e S \' _ 6 . a s- Pao _D `-eag-yo)- Coatrae(or Name !i Adtlresa: \ . C 5 ( t n n 1, , t R u , NL ° -' S .t0 O n1k n 1,iv Cb, alSlate IJcente Number- C _ L Phone 6c Faz: Bonding Company Address Mortgage Lead": Addrats; A rchltect/Englne ar: Address: Phona: Fax: o ; C ' Application Is hereby shade to obtain a permit to do the work and ir"natlora al indicated. I certify that no work or installation his con m=ccd prior to the permitoofapermite.wu and lilac all work wig be petformod to nwt ttaadards of all laws regulating oonstraOiou in this jyrisdictioa I urtderataod that o aopar4te permit moat he.aeturod for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, RURNACES, BOILERS, HEATERS. TANIG4, and AIRCONDITIONERS, etc. QWNHR' S AF AVa :4 certify Nat all ofths (omm gotng lofoaectionia,aurute.end that allwolwillbedonei0.:oompIi*xsM with sU:upplicable law& regWatiog owtsauction eod':—WARNINGTO OWNER: YOUR FAILURQ TO RECORD A NOTICE OF,COMAIENCGAIE'NT,MAYtRESULT ,M'YOUR- PAYM(i TWICE FOR WPROVBMBNTS TO YOURPROPHRTY. IF YOU INTEND TO OBTAIN F(NANCING; OONSOLT-W1iH'YOI/A LENDER OR'AN ATTORNSY BEFORE RECORDING YOUR NOTICEOFCOMMHNCEMhNT. NOTICE:; In addition to the , equirememrs of this permit, Lhcm troy be additional tectrictioat applicable to thit propary duo may be found in the public records of this county, and Nero maybeadditionalpermitsrt*itod from other governmallil entities Such as watu manatcmcat districat, state agcnCies; or federal agenars. AccspUnco of permit is verification that I the owner of the propeM of the roquirements of Florida Lien Law, FS 711. 7)61D Signature of Owner/ Agent _ --- )ate Signature of ContracvodAgent Data Print OWucr/ gcru's Name, Prins Contravol/Agtnt's Name NbarT v Dale Signature of NouryStaic of Florida Date DEBBIE BLANTON MY COMMISSION # DD 188491 er/ A iGRIBES: F tpg n ro c or Contractot/Agcru is Pcrsonally Kstowo to Me or I-W l-WPA94uccd 14 o. ` Produced ID _. APPLICATION APPROVED BY: Bldg: Zoning:. Uldities: Initial h Date) (Initial A Dart) (tmitial rk Due (InitialJr Date) Spocid Conditions: STATEMENT NUMBER 104-717 3 DATE: _ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential. WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS - ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 CO -WIDE O dwl unit $ 54.00 1 $ 54.0O DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAXD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O SANFORD. NORTH PARK AVENUE FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** rl 1% t Permit # : Job Addrt Description of Work: IAI V Gro t t L' I i i (--I " Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _, Addition/Alteration . Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square FootageG-. 0 0 Construction Type: GM # of Stories: _/_ # of Dwelling Units: Flood Zone: X (FEMA form required, for other than X) Parcel#: Z3—/ / 13Otl—,d/ 5'O2— ""' 0000' "O (Attach Proof of Ownership& Legal Description) Owners Name & Address: /AA,,70 C1C./5 ly 5/ 5oe rHNhee utN ,. Mft/ GftN6v rLe/0 A L Z) L Phone: (l / n 4- l Contractor Name & Address: % / / /70KClSO/i A&_5 ^^ . Addrel h0UQ -- -- -State -License N ummber: Gg G V 3Z -7 c i- 2 Phone &Fax: t7 t 0t7V 0 S/ t Cont er o 0(/_/ (:Cr1 . S / 1 1 07 J / Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: d37 Application is.hereby made to obtain a permit to do the work and in issuance of a permit and that all work will be performed to meet star permit must be secured foe ELECTRICAL WORK, PLUMBING, S AIR CONDITIONERS, etc. M hY 1 1 7l , I" u' ' ons as iodic led. 1 c etif Ttla ntc ir' oaf all laws Ih,t Vc n-Eyru tie 1 I-$, P. OO LS, FURNACES, Phone: && Gid/. 1q I r Fax: al o1. stallatton ha xcommenced prior to the i risdiction 1 understand that a separate IRS. HEATERI. S',' ANKS, and OWNER'S AFFIDAVIT: I certify that all of the to information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ.5 OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In. addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner th property of the requir is of Florida Lien Law; FS 713. Qg Signature of Owner/Agent Da Signature of Contractor/Agent ateo C4 $ Print Owner/Agent' Print Contractor/A l iE Q i >- tL o L„ m o S2 ¢ p Signature of Notary -State of Iorida Date Signature of Notary -State of Florida ate X oy ` mod w I, jo v Owner/AgentisPersonallyKnown to Me or Contractor/Agent is Personally Known to Me or Produced I D NA — Produced ID ,w4 AP*XATION APPROVED BY: Bldg :& 0 % Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Qfhll-ecla& i'n C.rr. cony!. $ . 1-& t Permit # : Job Addrt Description of Work: IAI V Gro t t L' I i i (--I " Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _, Addition/Alteration . Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square FootageG-. 0 0 Construction Type: GM # of Stories: _/_ # of Dwelling Units: Flood Zone: X (FEMA form required, for other than X) Parcel#: Z3—/ / 13Otl—,d/5'O2— ""' 0000' "O (Attach Proof of Ownership& Legal Description) Owners Name & Address: /AA,,70 C1C./5 ly 5/ 5oe rHNhee utN ,. Mft/ GftN6v rLe/0 A L Z) L Phone: (l / n 4- l Contractor Name & Address: % / / /70KClSO/i A&_5 ^^ . Addrel h0UQ -- -- - State -License N ummber: Gg G V 3Z -7 c i- 2 Phone & Fax: t7 t 0t7V 0 S/ t Cont er o 0(/_/ (:Cr1 . S / 1 1 07 J / Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: d37 Application is.hereby made to obtain a permit to do the work and in issuance of a permit and that all work will be performed to meet star permit must be secured foe ELECTRICAL WORK, PLUMBING, S AIR CONDITIONERS, etc. M hY 1 1 7l , I" u' ' ons as iodic led. 1 c etif Ttla ntc ir' oaf all laws Ih,t Vc n-Eyru tie 1 I-$, P. OO LS, FURNACES, Phone: &&Gid/. 1q I r Fax: al o1. stallatton ha xcommenced prior to the i risdiction 1 understand that a separate IRS. HEATERI. S',' ANKS, and OWNER' S AFFIDAVIT: I certify that all of the to information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ.5 OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In.addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner th property of the requir is of Florida Lien Law; FS 713. Qg Signature of Owner/ Agent Da Signature of Contractor/Agent ateo C4 $ Print Owner/Agent' Print Contractor/A l iE Q i >- tL o L„ m o S2 ¢ p Signature of Notary - State of Iorida Date Signature of Notary -State of Florida ate X oy `mod w I, jo v Owner/ Agent is PersonallyKnowntoMe or Contractor/Agent is Personally Known to Me or Produced I D NA — Produced ID ,w4 AP*XATION APPROVED BY: Bldg :& 0 % Zoning: Utilities: FD: Initial & Date) (Initial & Date) ( Initial & Date) (Initial & Date) Special Conditions: Qfhll-ecla& i'n C.rr. cony!. $ . 1-& Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURTSEMINOLECOUNTY BK 05300 FIG 0459 CLERK" S # 2004072665 RECORDED 05/11/E*4 k:54:07 PH RECORDING FEES 6.W RECORDED BY J Eckenr•oth The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address C;2 G/`C/t1-- _Sanford, FL 2. 3. 4. 5. 6. 7. General description of improvements : New single family residence 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 Fee Simple Title Holder: N.A. Contractor: Name H AAEV— BAWH Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number 407) 629-0077 Fax Number 407) 629-5282: Surety: N.A. 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 rec Gt01-1ED GORY Date Signed: l/ Signature of Owner's Agent, MAMY, My u A ARYA1V1 141 i a Tr tl Laev9FGIRVIV !R? SEMINOLE CC1iIli'1Y. 10R= Sworn to and subscribed beforemethisbyMariaLisaSteiner, who is personally kno I to me. , VFP! Ty r- of oo AWLRY PUg4 A1 oMYCOMMISSION214811Signature of Notary: Notary Seal: * * EXPIRES: JUN 27, 2007 oFa." landed ThNBudgetNOMYsgrvw Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL i r Semin Ira e 40lFtlitk- f3p: r ICFs Y 4 < Back C 10- r- 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0890 Tax District: Si -Number of Buildings: 0 SANFORD MORRISON HOMES Depreciated Bldg Value: $0 Owner: Exemptions: INC Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City, State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 249 VENETIAN BAY CI SANFORD 32771 JustlMarket Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 003 I ax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find ComparableDOES SaleswithinthisSubdivisionNOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontae De gpthUnits Price Value LOT 89 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http:// www.scpafl.org/pls/web/re web.seminole county_title?PARCEL=231930502000008... 5/8/2004 LIMITED POWER OF ATTORNEY DATE:l I HEREBY NAME AND APPOINT: EACH AN AGENT OF: DAPHNE CLARK, GUSTAV BOTES, 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 Ar LOT NUMBER : SUBDIVISION: ADDRESS: Fu9 6 7 7;gA/ 19 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO TICS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CENT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.1 The foregoing instrument was ac iowledged before me this DATE: BY: MAEK AKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. 1 _M.A J NNN806669" Saffse NNN N AURA kl DD0143Comm)esbn•S DD0143651 = prr NOTARY SEAL. _ ?an Brats gh Bonded through . TWO-432-42s4) Florida Notary Assn., Inc e.............................................. 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 N 89°59'43-E 50.00' L 2 S 89°59'43"W 50.00' LOT 71 LOT 70 LOT 69 LI LOT 89 B" GRADING o 5.500 50. FT. o cli COV. I N 24./ PORCH p O O 15.3' O O O 1979 YORKSHIRE -A & B• SINGLE FAMILY RESIDENCE FIN. FL. ELEV:14 8 LOT 88 3 Sn' a o LuW LOT 90 w O 0'D 40.0'W40 El w O > O O~ 0 O a6.0- 0 — OC 12. 7'':) O 21.3' oh L2 135.00 C/L EL : 1 c.P. N 89°59437E V 574.00' REFERENCED BEARING CIL VENETIAN 50' R/W) TRACT -F" CITY OF SANFORD LEGAL DESCRIPTION Lot 89. - V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) General Notes: PR0PoSED. 1. This is a BOUNDARY Survey performed in the field on 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. to 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) N Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved Certification: Not valid without th ture and the original raised seal 01 a Florida licensed Surveyor a d Mapp ey meets the requireme of the FI ida Minimum Technical Sfandar as contained in Clfapte G17- lorida Administrative C90e. r William A. Herx, P.L.S. Florida Registered *nd Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registered Furveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 P.C.P. BAY CIRCLE S REjPRIVATEROADE P $ANFOft Max Coverage - 64 SETBACKS: Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT.. 56 " Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA -3.076SO.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 I I e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/S Offset O.R.B. Official Records Book assumed datum) PB Plat Book BOW Back of sidewalk PC Point of Curvature C/L Centerline PC. Point of Compound Curvature d Central or (Delta) Angle P.. C.P. Permanent Control Point CALC Calculated PPage CB Chord Bearing P.R.M. Permanent Reference Monument CD ChordProperty P. PointC.M. Concrete Monument of egg P.0.C. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point ofCommencementnt FINAL EL. Elevation ( Measured) F.1. Point of intersection FD. Found P Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PTT.. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RED Radial e L Arc Length RES. Residence LB Licensed Business LS. Land Surveyor TBM Temporary Benchmark TBM Temporary BMeeMeasuredTYP. Typical WD(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not o Survey Drawn by: AH Chocked by: DP Prepored For: A40RRISON Job Number: 02- 017-02 Scale : 1-- 30' Plot plan perrormod: 05-03-04 Foundolion Survey: Final Survey: Revisions . DATE: PERMIT #: ADDRESS: l.A CERTIFCATE OF OCCUPANCY ...t REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE ** 12/06/04 n 04-2342 CONTRACTOR: PHONE #: C 249 Venetian Bay Circle Marricnn Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering []Fire Public Works Utilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL). 01 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 12/06/04 04-2342 249 Venetian Bay Circle NUrricnn Chris B. 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 .2 y Vf Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION I NEW SINGLE FAMILY RESIDENCE *** I I 0 DATE: 12/06/04 E r., PERMIT #: 04-2342 N1 I ADDRESS: 249 Venetian Day Circle W a CONTRACTOR: Morrison u N' d PHONE #: Chris B. 407-948-4893 6 Cr I 1 1 1 1 I 0 Ctt al W c C I I a I CL a Uj U-u-v S 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 tili s,_ Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location -ID . . . . . . : Parcel Number . . . . . : Alternate location ID . : Location address . . . . : Primary related party . : Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240785 23.19.30.502-0000-0890 249 VENETIAN BAY CIR 12/08/04 10:20:58 Free -form information LOT 89************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2342 PD 6-23-04 SEE REC #6977 3/4"WA METER SET FEE $190.00 PD 6-23-04 REC#6957 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 89 Venetian Bay , 249 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 249 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 89, "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. PGL Q t.1tm , Larae. Przemieniecki , P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 I NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number - 249 VENETIAN BAY CIRCLE CITY STATE ZIP CODE -•-• SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) - I LOT 89 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY -- BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat _....... SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE " CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 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-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o a) Top of bottom floor (inducing basement or enclosure) 15. 0 ft.(m) co o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) 00 o d) Attached garage (top of slab) 14, 7 ft.(m) E cc o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 14. 3 ft.(m) AC Service CZ 05 o f) Lowest adjacent (finished) grade (LAG) 14. 1 ft.(m) z o g) Highest adjacent (finished) grade (HAG) 14. 4 ft m) V 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) I. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION_ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS 769 Douglas Avenue CITY Altamonte Springs DATE 12-08-04 STATE ZIP CODE _ _- FL 32714 .....-- TELEPHONE 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 249 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) i Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. I COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. I TBM's not verified. I I 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 (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or 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 A0. -- • i 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 I I I Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I eJ erx or 880cfftes 121C. 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 N 89°59'43"E 50.00' L 2 S 89°59'43"W 50.00' LOT 71 LOT 70 LOT 69 Ll LOT 89 B" GRADING o 5.500 SO. FT. o COV. O PORCH o O O 15.3' O O O 1979 YORKSHIRE "A 6 B- SINGLE FAMILY RESIDENCE FIN. FL. ELEV:I5..0 LOT 88 o o LUw LOT 90 w El Q O C) O O~ O O O A6.0' O OF.1 2. 7' . 0 o O 2 1 3 Z cn O o 0 N A 135.00 A 0.2 3' P.c.r. - -N 89°5943"E V 574.00 - - - REFERENCED BEARING CIL VENET 1 AN BAY CIRCLE CITY OF SANFORD ( 50 ' R/W) TRACT "F " PR I VATE ROADWAY ADDRESS: 249 VENETIAN BAY CIRCLE LEGAL DESCRIPTION: Lot 89. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doled 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottingq from Flood Insurance Rote Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location con only be determined by on elevation study. We assume no responsibility for actual flooding conditions concerning this parcel General Notes: 1. This is a BOUNDARY Survey performed in the field on JUL 14 2004 Legend SETBACKS: Front 25' Rear 20' Side 5 Corner 15 Minimum Lot Width 50' P.C.P. Note: Bearz 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 ill e r Engineering. Inc. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord Bearing temporary Benchmark shown hereon. CD Chord 5._The.parrefshownhereon it sub)`ect-tu-sl,-easerneiits; reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod i Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent ^a attol•point), LS. Land Surveyor N Denotes Permanent Reference MMonument Mea Measured c ry2004Herx &Associates ln,:'. All7ighls reseed- N/D(N&D) N.R. Nail and Disk Not Radial 0/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line - - - P.O.B. Point or Beginning P.O.C. Point of Commencement P.1. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/W - Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid wlthout the slgnature and (f c drlglnal raised seal of a Florida licensed Surveyor and Mapper Drown b y : AH This survey meets the. requirements of the Florida Minimum Technical Checked b y : DP Standards as contained inChe'pter61rU-6.9oridaAdminsstrativeCode. CERTIFIED TO: Prepared For: MORRISON a JAMES d JUDITH A. RERUCHA Job Number: 02-017-02 dpryy MORRISON FINANCIAL SERVICES DEC '' 6 2-'4 OF FLORIDA. L.L.C. Scale : 1 30' UNIVERSAL LAND TITLE. INC. Plot pion performed: 05-03-04 William A. Herx, P.L.S.Flond- egisteredLandSurveyorfJo 3182 FIRST AMERICAN TITLE INSURANCE CO. Foundotion Survey: 07-14-04 Darae L. Przerniemecki, P.S.M.'Registere`d Surveyor and Mapper No. 6030 F i n o 1 Survey : 12 - 0 1 - 04 William R. Herx, P.S.M. Registered Surveyor and'Mapper No. 6092 Revisions Herx d Associates Inc., State of Florida LB 4937 yf , ' .. PNO u, C IS' OF E.n_+I.01W aT0 ft t)ri riQ y flip pne District: eas s..Ta Pi s z1iR i.ig 3eTc ls&n1 e h iicaivm.._. 1;3 xie6la Nk c*y SeZ—iCe — a` of ApAPi ieao, t r r tile + ttietsl' lit itJ rl3iat _ iyo i-Rid$n aR 11cph _I ", k Tear 3 fs;; fo h _: P aeon , R cz t<e ucrcd j lai#i_/ New Carttttaetcial : oi<Fi tture.- Bowe? Lift a ;:O 6w, Lifts Aumbit3g./Nerr i'ie r a r i Eral i>yC? sz ancy }pe:Ft c>er17a1 Cothmi rtia1 lridtastri P a 3a ts sio1^ .e: - •_• _._ C tl4asistio i l~y ae: s of tatl s: rt of nwellw unit. n, 064 Zlie: v A Qme ni= r e tred Cor off)(_) canc, ,11') Parcel ?>' (.h tae4? ) F'reor et fA aasrsBripr e'4c lsgatmt eFepter,s} Owners Flame s& Address; f hon-.: Contractor Name & Address: 09-GOMA- R{`F' , , t - -- atr [ iesri3e uriber j-/''xxppRUM Phone &Fat: I K AfT 6RV Ti T /1DFL1Fa. f f Iv e`. t # Jlt`iQ F?-r' . •' X L":<a Bonding Company: Address' _ blortgage Lender; -- - Address: - Architect/ Engineer: Phone: Address: Application is hereby read€ to obtain a permit to do the -'York and installations: as indicated. I cerdiiy chat no vrork or installation has con-Lmenced prior u, the _ issuance ofapermitandthatallworkwillb- p--IfMffn go Meet standards of all laths i*i this jurisdiction. 1 widt.siarAd that. a separaic permit mustbesecuredforELECTPJCALWORXyPLUMBRqG, SIGNS, WELL, POOL.5. PURNj a LCF_", BOILERS; IiEATElZ4, TANKS, and AIR CONDITIONERS, etc. . OWNER'S. AFFiDAYI I: 1 Whft that all of the foregoing inforTimtion is accurate and that all work ill be done in compliance with all applical la. i w:: i c j,J ting cotisb-tiction gridZoning, WA_FiNING TO OW, IM-R: YOUR, FAILURE 170 RKORr, A 1 0! ICE OF C01`1 111ENCEMEN T MAY RESULT Tl>! Y()1 fl '• 1'/, 'i Tf-die TWICE FOR IMPROVEMENTSTOFOURpRopERTY. aU 1T41 ti TO OBTF:Ti 1 FT141AINCING, COrNS 1LT will I FI YOUR LENDER ('5R AJ, A.1TORN EYBEFOPFREC0R-DFdGOUR N0 T ICE OF C0J'AMENJCEM UST. NOTICE. bi addition to the requirements of this permit, there ;my be additional restrictions applicable to s proper that rmy bt_' ound in the public. records of this county, and 'there maybe additional penLs required room other governmental entities such as -a *,at r agerri tdistricts, s agencir:s, t r fr dc;:r e(egencirs. Acceptance, of permit is verification that 1 wdll notify the owner of the property of the req signature of Owner/Agent Date Print Owner/Agent's ( Jame Signature of Notary -State of Florida Date Owner/Agent is _ Personall, Known to Me or Produced ID APPLIC.Al ION APPROVED BY: 61dg: Zoning. Inmal & Date; ti i ciSl c undttions FS 7 X-C- rll Irl.,/ Agent: 92004 gnatu-; Date ROBERT G. DELLO RU SO Pnni •ontmctor .4-enC Narrm Signature of ha_ y- State of Flonda t 1 2024 Contractor/Aee-.::i Personal. Known to Me or Produce, :D Initial & DaterL Datc MIRINDA C. TURNER Y EXPIRES: June 14, 2007 Bonded Thru Notary Public Undenvriters TRUSS INDEX SHEET MFONC9PerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979A f Address 1 VENETIAN BAY Address 2 LOT 89 a"OmLcycorvany Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION D BA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI/TPI 1 APOPKA, FL 32703 Design Loads 22ao7; Enggeer: FAX: 49153 Roof: 37 PSF Floor. Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer. Seal D05-May-04 Truss 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 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. Professional Engineering Certificate of Authorization #9218- as required by Florida Statutes Chapter 471.023, Board of Professional Engineers i I' -4' EI'ITF, iOLLIIeN-I;' KHEEWPLL n, 130' FL. HIT,— A.LL PLATE HEVSHT`, 1'9' LII'ILE'^" OTHEF.WhE HOTECJ M. Ranieri PE No. 42764 The Truss Engineer's seal, when applied confirms the placement of the truss framing as it relates to the cuss designs spec fic or this structure. The truss framing 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 framing and/or truss placement plan. The desiggn of the lemposry and permanent bracing, the diaphragm system, shear walls and structurafelements to resist lateral loads from wind and/or seismic activity Is the responsibility of the building design professional. Additional approval by the building design professional shall include, but not be limited to, design loading, lengths, profiles, pitches and depths. I;iII•ITFAi TGIF. r 1q-,q .4 TD AF'rIF.E^% Si.ALE DATE LA-rtM.IT ID. fiF.AHHHellEIzalzia) _IGaA FH 4 AdC WILD TF;11':+..+Ea Cri FAI'EP HEELF I' CI I I: ('II FFII E WALI-' I !I C PEEF FEELIFI- L I., r"II"0'K, I,' (III FF.ALE RALL9 yA`(TH L-1JM[-' I_ r: PO?T TT1-1`,c-) C'IVI' Ir_)P I 7%Z CII. I TH API)FI'A e-LV/P AroFi..a. FL !-Z-10; En,pne?rinq i, rti+icLlta of 4.LIthc1rl=zITIk111 # f' I()TE 1 IT F+ THE EA.k.IIEF9 FE`ro FYL'LITI TII VEFF-, TFI15 FLAT BAD IT FL411 AI F' TFPI I f,FA .i19,11 f^T FIELP 01 PITkd•li a r r'c--*qI IITEf IT, IFEF",kI E `t, Tk4`I IA,11I At FVTn H'i£I A FFJVEP I'IAI.IE IFFIJTI 144 Er' _ DATE M.—ES KIIL +T I UT PE (t IT (IF. AL TFFFD H 4I1. V A i il'ITHIIIIT FFkIF 61 THOU. ark 41 r,, `.-l.Ir TH TFIL +7 CAAFCI.I, Tn K?E' THAT AVE (.IJT IT 41-TEFEI` MTH;IIJT AL IhY.+n-ATKM I ULL PE FEFAHY' IT FEFLAiED AT (I'jT,11 ` E,rn Ft 4) PALf: lHAFSE? OF Al I'i 1'.f Ii t111-L HOT PE i0H01'EFED IATTKA IT MOM FEVU1 Alm IIFITTEI•I (I'/F•EI,IT e'/ 51•I'i TH TH K>" (IItXM I, rlETal-1 I) F.EFEF T11 He l IFE, 111,PI 1"ATIt11 I':+FIT HA1,1 0 U:, l ISTALLATkM•I, III TEI.FIIFAri PFa,:rlil FEFEF TII EI Pr1143 11101 F, E Yid FJFFEFI.IAI El ETAi 1.1: rEI'I fEl Z) ALL TF,I lh!L Eti 11-I:LI f'1Ei TFt hL.Et II I EF. VALLE, FF.AIA ,,, fA IT EE (i'kFLETEL I 11! 0,11 iT EEFEF TO VALLE, TH,1 , PETAIPo F; T. AL TEn IATE EFACI Ii MA IrEI,LE4T1 l) ALL IAL.LE. ^ TO CE (01 El ITII,4 ALL FFAAED P i PLu'EF, 4) 1-ITErOF LIIAF EEAF.1'k3 UTALL• G,) FLtIIIF •X15T1 III, PE An•A I^TEP IF TO a 1k:1-C + F,IF LILT 9TIIF'i FLLI.EI H.: AI. L r,'CF TIT =; Ha'M, TI` PE ';4lzll I H " i'. Or Llir II;AIIT-SA,I TH"'tt. LFILE-:+`+ I' 1ITErI IITI-EEV+E. ALL FU )I,, TFIf'S HAI 16Er," T l THaIILLi"ti Il'al lr-+Ail klHa'L L1LE5S I40TE0 JTFUIME. SIMPSON I USP KANT-SAG AI • HUS26 OR THD26 IeI- HHUS26-2 OR THD26.2 IF' • HHUS2B-2 OR THD28-2 6,- HHUS48 OR TH048 C • HGUS26-2 OR THDH26-2 IS' - HGUS28-2 OR THDH28-2 Io' - HGUS28-3 OR THDH28-3 IHI • SUUR210 OR SKH210UR 1j. - HGUS48 OR THDH48 IRS • THA422 OR MSH422 THAC422 OR MSH4221F y. HUC410 OR HD4101F rn•- THJA26 OR HJC26 iV/VA - K1 THTC nw(,, PRFPARFII FRnm rnMPI1TFR TNPIIT rl nenc i ntrac"cTnnic.l cliourrTcn ev rn,icr ..r ,. I L TOP CHORD 2x4 SP #2 . BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5 X 6 = 3X8(B1) = 5xb- 5Xt1= 5X6= 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. 3X8(B1) 1-4-0 1-4-0 l 20-0-0 20-0-0 R=1561 U=479 W=8" 0-0-0 Over 2 Supports R=1561 U=479 W=8" 0-4-3 9-4-0 10-4-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 QTY:12 FL 1 R Scale 1251' Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w 7.`,.....,, q 3A 4 •: i7 G (n T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59277 S MYTH LUMBER CO. DATE 1 2/ 0 8/ 0 3 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 31 t No. 42704 a BC DL 10.0 PSF DRW SLTUSR352 03342628 2722 SOUTH APOPKA DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7t S L T - E N G / W M R BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI;.OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;' BC L L 0.0 P S F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) t 407-299-1 522 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65W GR40 STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO QR10P:v FAX: 407-299-91 53+' CALV. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w S NA E TOT L D. 37.0 P S F S E Q N- 37330 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 HCERTIFICATEOFAUTHORIZATION #921E) RESPON SI III LITY SOLELY FORTHE TRUSS COMPONE NT DES IGN SHOWN. THE SUITABILITY AND USE OF THIS NE T1FOR ANSECTIOICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PER ANSICOMPONENTD e c 08 ' 03 SPACING 2 4. 0" REF 1 S 8 J 3 5 2 Z 1 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LIVIVA - KS) 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" OG CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 5X6= 5X6= 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. Y/ \ \YIY/ yz \ 0 1 3 9-4-0 3X8(B1) = 5X6= 5X10= 5X6= 3X8(B1) 1-4-0 1-4-0 I in_n_n -O-Q Tn_n_n I 40-0-0 Over 2 Supports —I R=1561 U=480 W=8" R=1561 U=480 W=8" 9-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u 0TY:2 FL 1 R Scale 125" 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 PERFORMING THESE DFUNCCTIONS. UNLESSTOTHERWISEDI NDICATED. TOPI CHORDF SHALLFHAVE PPROPERLY 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 A V F ` P10. a2%04 n T C T C BC L L D L DL 2 O, 7. 10.0 O 0 P S F P S F PSF R E F R 3 5 2-- 59278 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2/ D 8/ D 3 DRW SLTUSR352 03342629 SLT-ENG WMR 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1522 FAx: 407-299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLI SKIED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERA• 1 STATE OF ; 90 •; C O R10 s:,:• cc L VSroNA1.l BC TOT. LL L D . 0.0 37.0 PSF P S F S E Q N 37252 D U R F A C . 1.15 t F R 0 M R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S8J352_Z12CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec O8 '03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ll'J/7A - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 r T 2. 5X4 5X6= 5X6= 3X8(B1) = 5 X 6 =— 5X8= Z.5X4= 5X6= 4 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 23-0-0. 3X8(B1) 1-4-0 1-4-0 17-0-0 —I 6-0-0 I 17-0-0 I 40-0-0 Over 2 Supports I R=1561 U=483 W=8" R=1561 U=483 W=8" 8-10-3 0-4-3 A-9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:2 FL T / 1. T C 1 L L D L 20.0 7.0 R P S F P S F Scale R E F 125" Ft. R 3 5 2-- 59279 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 DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERW SE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M ep`;,...., ,1 AtiFl ••• i y1. V r•:F, R 1SMYTHLUMBERCO. DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342630ROOFTRUSSDIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.,4*2704 e BC DL 10.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE BC LL 0.0APOPKA. FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF9 , PSF SLT-ENG 407.299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O •. , P'(VOR,..• TOT L D. 37.0 P S F S E N- 36975FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•~ Q D U R F A C 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES.ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 L_ ClV/VA - K5 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 CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 1 T 5 X 6 =— 2X4111 5X6= 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. 3X8(B1) = LX4111 5X6= 3Xt3= 5X6= ZX4111 3X8(B1) _ 1-4-0 1-4-0 I_ 15-0-0 _I_ 10-0-0 ,I_ 15-0-0 _I j 40-0-0 Over 2 Supports — I R=1561 U=485 14=8" R=1561 U=485 W=8" 7-10-3 0-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 q 0TY:1 FL 1 - R - Scale =.125" 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 DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERW SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED wC` ,....., J S 1; % F T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 59280 DATE 1 2/ D B/ D 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V IMPORTANT** FURNISH cfNo.42704 b ROOFTRlJ55 DIVISION A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 17 * * BC DL 10. PJF DRW SLTUSR 352 03342631 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q : STATE OF BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703 O ' A L II S E 0 N - 36986407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARESHADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R1OV., r T 0 T . L D . 37.0 P S FFAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CV VSIVALEl1 D U R F A C 1.25 FROM R HDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9216 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. Dec o8 '03 SPACING 24.0" JREF- 1S8J352 Zl2 , L19/9A - R6 THIS DWG PRFPARED FROM COMPUTFR INPHT (I nAnS A OTMFNCInNCI C1IRMITTFn RV TRucR MrR TOP CHORD 2x4 SP #2 ., BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 T 5X6= 2X4111 5 X 6 =_ 3X8(B1) LX4111 5X6= 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. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 3 x 8 = 5X6= 2X4III 3X8(B1) 1-4-0 1-4-0 13-0-0 — 14-0-0 I 13-0-0 I fE 40-0-0 Over 2 Supports —1 R=1561 U=488 W=8" R=1561 U=488 14=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IBRACING. REFER TO HIB-91 (HANDLNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR.. SUTE 200. HAD ISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO S PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 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'ANO APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 i 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING I DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THI5 CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 0-4- 3 T+9- 4-0 n 0TY: 1 FL 1 - R - Scale =.125" Ft. R.4, TC LL 20.0 PSF REF R352— 59281 TC DL 7.0 PSF DATE 12/08/03 No.42704 a BC DL 10.0 PSF DRW' SLTUSR352 03342632 o : STATE OF BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEQN- 37001 DUR.FAC. 1.25 FROM RH Dec 08 ' 03 SPACING 24,0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR LIy/yA - K/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 C-[:m 5X6= 2.5X4= 6X6= 3X8(Bl) = 5X6= 3X8= 5X6= 5X6= 1-4-0 11-0-0 _1_ 18-0-0 40-0-0 Over 2 Supports R=1561 U=489 W=8" 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. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD AT X = 17-0-9. 1 5-10-3 0-4-3 9-4-0 3X8(B1) 1-4-0 0-0 _I R=1561 U=489 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n OTY.:1 FL 1 R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED11 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO e •• .• A'(IFIC;q •, ygA : ( r•: 3 j N0 4•z704 ' a 7XC T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 59282 DATE 1 2 / 0 8 / 0 3 S MYTH LUMBER C O. ROOF TRUSS DIVISION DRbJ SLTUSR352 03342633 SLT-ENG /WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT i ONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COtJ1,NECTORS ARF, 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 p : STATE OF ,-• t Q •.OVV 4R1c V v BC T 0 T LL L D . 0. 0 37. 0 PSF P S F S E Q N - 37023 O U R F A C . 1 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9216 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. NAL D e c 08 ' 03 SPACING 2 4 .0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 OTMFNSTONSI SIIRMTTTFn AY TRUSc MPR Lly/YA - K8 TOP CHORD 2x4. SP #2 :T2, T,3 2x4 S; #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD AT X = 16-4-9. 0-4-3 5X8= 5X6= 2.5X4= 5X8= 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, MIND 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. 6 T2 T A 2X4% 6 3X8(B1) 5X6= 3X8= 5X6= 5X6= 3X8(B1) 1-4-0 1-4-0 9-0-0 I 22-0-0 I 9-0-0 I fE 40-0-0 Over 2 Supports —I R=1561 U=491 W=8" R=1561 U=492 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND I BRACNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 583 O'ONOFRIO DR., SUITE 200, MADISO N, W1 5371;), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTHLUMBERCO. 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- 1522 SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-29391 53 CONNECTORS ARE MADE OF By THE 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 CERTIFICATE OF AUTHORIZATION #921a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 0- 4-3 4- 1I0-3 9- 4-0 T + Y q P.; iM R4y / 3`: No. 42704 STATE OF O R OPG` SaNALDec 08 '03 FL 1 - R - Scale =.125" Ft. TC LL 20.0 PSF REF R352-- 59283 TC DL 7.0 PSF DATE 12/08/03 BC DL 10.0 PSF DRW SLTUSR352 03342634 BC LL 0.0 PSF SLT-ENG /WMR TOT. LD. 37.0 PSF SEON- 37256 DUR. FAC. 1.25 FROM RH SPACING 24.0" )REF 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9A - R9 TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 32.-10-4. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2X4s 5X6= 3X6= 2X4III 7X6= 2X4III 3X6= 2X4 3X8= 3X8= 6X8= 6X8= 1-4-0 I15-8-0 1_ 7-0-0 _I_ 26-0-0 3X8= 3X8(B1) 1-4-0 I 7-n-n I 40-0-0 Over 3 Supports D.I R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 0-4-3 3-11I0-3 T 9-4-0 Y PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 ,w0-0.u1.I1* OTY:1 FL - 1 R - Scale =.125" 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 DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED iS P ' '• B •. T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59284 DATE 1 2 / 0 8 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y37: 8 N0. 4Q704 S1 as DRW SLTUSR352 03342635ROOFTRUSSDIVISION 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 y- R77CC X BC DL 1D.0 PSF SLT-ENG WMR 2722SOUTH APOPKAE3LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE OF ;•Q BC LL 0.0 PSF APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A t 0••'C OR`'•v 0, S E O N - 37334 407-299-1522 CONNECTORS AREVMADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO c j••••• Nv T 0 T . L D . 37.0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25 FROM R H DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHOR17ATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-199S SECTION 2. Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNS10N51 SIIRMITTFn AY TRD« MFR LIV/`1A - K1U 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 CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 18-8-8. 0-4-3 Y T 5 X 6 : 5 X 6 =_ G 120 MPH WIND, 13.81 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. 3X8 B1 ) cA4 111 bAb= z. 5A4= 5X6= 3X8 (Bl) 3X8= 1-4-0 1-4-0 4-0-0 3-0-0 15-0-0 _I_ _I_ _I_ 18-0-0 I R=1561 U=481 W=8" 40-0-0 Over 2 Supports R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE0. TOP CHORO 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 NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED By THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. L 9-4-3. 0-4-3 1 9-4-0 OTY:1 FL 1 R - Scale =.125" Ft. f3`V ASIFIC,9` No.42704 ' y I*e * 7E STATE OF R10P' Dec 08 '0 TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352--_59285 DATE 12/08/03 DRW SLTUSR352 03342636 SLT-ENG /WMR SEQN- 37355 DUR.FAC. 1.25 FROM RH SPACING 24.0" JREF- 1S8J352 Z12 L19/9A - K11 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD AT X = 16-8-8. 0-4-3 1 T 5 X 6 = 5X6= 3X8(B1) - zA4ni 5X6= 2.5X4= 5X8= 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 13.81 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 j 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. 3X8 (Bl) 1-4-0 1-4-0 13-0-0 1 4-0-0 1 5-0-0 I 18-0-0 I E 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=480 W=8" 0-4-3 9-4-0 PLT TYP. Wave TPI R Des i n Crit: TPI-1995 STD FLBC 6.10 u 0TY:1 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 R. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TORtiFIC PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, B0TT011 CHORD SHALL HAVE A PROPERLY vv`` .•••••••• a''••`- VSMYTHLUMBERCO. ATTACHED RIGID CEILING. IMPORTANT** j N0.42704 ROOF TRUSS DIVISIOIJ 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 S STATE 0 F APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PUBLISHED BY THE 9R,CONN r•••`w407-299-1522 SPECIFICATION APE CAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE OF ZUNLESSGA TOTHERWISE 4LOOCATEDFAX: 407-299-9 1 53 GAL VAND TOEAGHEFACESOFRTItUSSEAND0NETHISEDESIGN, PDXCEPT AS OSITDIONCONNECTORS . APPLY PERsSjaHA1. E' DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORI7ATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec QB '03 ANSI/TPI 1_I995 SECTION 2. FL/-/1/-/-/ R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.?5 SPACING 24. 0" 9-4- 3 Scale=.125"/ Ft. REF R352-- 59286 DATE 12/ 08/03 D R W SLTUSR352 03342637 SLT-ENG WMR SEQN- 37261 FROM RH JREF- 1S8J352 Z12 THIS DWG PRFPARFO FROM COMPIITFR TNPIIT n OAOC A TMFNCTONGI CIIPMITTCII PV —11— MFD Lly/yA - K1L TOP CHORD 2x4 SP #2 r. SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 y T 120 MPH WIND, 13.81 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. CALCULATED VERTICAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) III OA16= OAlC= -'-'- 3X8(81) = 2X4 III 2X4 III 3X8(B1) 2X4 III 1-4 0 I-4-0, 11-0-0 4-0-0 7-0 0 18-0-0 19-4-0 T 20-8-0 E 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=479 W=8" 9-4-3 0-4-3 A, 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY: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'ONOFR I0 DR., SUITE 200. MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO F(, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BRACIINGHOFTTRUSSES. COTHOISMDESIGNWITHCONFORMSOWITHAAPPLICABLE PROVVISBRIC TING, IIONSSHIPPING, NATIONALIDESION SPECIFICATION PUBLISHED BY THE AMER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES ON SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY SECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ww C`,........ a ': 1 NO. 42704 7C ANDt STATE OF :t 0 •, OR,P:_` car Vs'O tNV Dec 08 ' 03 T C T C BC B C T 0 T L L D L DL L L L D . 20.0 7.0 10. 0. 0 37.0 0 P S F P S F PSF P S F P S F R E F R3 5 2-- 59287 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPPKA, FLOPKA 32703 VO407- 299- 1 522 FAX: 407- 299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #92 16 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342638 S L T- E N G / W M R S E O N 37374 D U R F A C. 1.25 FROM R H SPACING 24. 0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR L1'J/`!A - K13 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 0-4-3 V T 120 MPH WIND, 13.81 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, IJIND 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. CALCULATED VERTICAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) III bAlZ LUA14= JAU= 3X8 (B1) = 2X4 ill 2X4 III 3X8 (B1) 1-4-0 1-4-0 9-0-0 _I, 4-0 0 _I_ 9-0-0 _I, 18-0-0 31 12-0-0 T 7-4-0 T 20-8-0 40-0-0 Over 2 Supports — R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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 DR.. SUITE 200, MADISON. WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS 141TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407.299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 153 CONNECTORS ARC MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-I995 SECTION 2. nv•u Q T Y : 1 gip' G A'SIFIC,q c No.42704 ai STATE OF 1.rNAIL Dec 08 '03 R=1561 U=479 W=8" FL/-/1/-/-/R/- TC ILL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR . FAC . 1.25 SPACING 24.0" 9-4-3 0-4-3 L 4 0 T Scale=.1875"/Ft. REF R352-- 59288 DATE 12/08/03 D R W SLTUSR352 03342639 SLT-ENG /WMR SEON- 37363 FROM RH JREF- 1S8J352 Z12 L19/9A - R14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSIONSI SIIRMTTTFO RY TRIISS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 V T 120 MPH WIND, 13.81 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. CALCULATED VERTICAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD AT X = 12-0-0. 7X6 (R) III UAIL— 0AIL.. JAV- 3X8(B1) — 2X4III 2X4III 3X8(B1) 1-4-0 7-0-0 4-0-0 11-0-0 18-0-0 19-4-0 20-8-0 fE 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=479 W=8" 9-4-3 0-4-3 V - 4-0 PLT TYP. Wave TPI R D e s i g n Crit: TPI-1995 STD FLBC 6.10 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 DR., SUITE 100, NADIS0N. 411 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 UILDBRACIINGHOFTRUSSESTRUSSES. CONFORMANCEDESIGNWITHCONFORMS WITH FABRICATING, APPLICABLEPROVVISIIONSSHIPPING, NATIONALINSTALLING0ESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e fit F i. ••'• 4 V N0.42704 1X STATE OF VQ •.,R OP rr V T C T C BC B C T 0 T L L D L DL ILL L D . 20.0 7.0 10.0 0. 37.0 0 P S F CPJ F PSF P S F P S F R E F R 3 5 2-- 59289 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH L 327PKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 4- 299-1 22 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342640 S L T- E N G W M R S E Q N 37367 OUR F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #92 18 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 COMPONENTANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Al.EN Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR Ll9/9A - K17) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :B1 2x4 SP #2: :82 2x6 SP SS: WEBS 2x4 SP #3 :W4, W5, W7 2x4 SP #1 Dense: W6, 618 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 5.00 TC From 84 PLF at 5.00 to 84 PLF at 11.42 TC From 54 PLF at 11.42 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 5.00 BC From 34 PLF at 5.00 to 34 PLF at 11.71 BC From 20 PLF at 11.71 to 20 PLF at 40.00 SC From 0 PLF at 40.00 to 0 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 0-4-3 T LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER,FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 12-0-0. A. F, M. l - 1UA14- 3XIO= EAU- . 4X8(B3) = 2X4 III 3X8(131) 2X4 III 2X4 III V-V O - U-V 19-4-0 40-0-0 Over 2 Supports R=1957 U=581 W=8" PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION5. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 1N.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 AN0 PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARF. MADE OF 20GA ASTM A653 GR40 GAL V. 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 INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COIMPONENT DESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92113 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. TY: 1 No. 42704 STATE OF 9oss oNa E,, Dec 08 '03 1- 4-0 1=[: t,1PMC 161PAWff11 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 ABOVI 9- 4-3 0- 4-3 If Ji - 4-0 T Scale=. 1875"/Ft. REF R352-- 59290 DATE 12/08/03 D R W SLTUSR352 03342641 SLT- ENG WMR SEQN- 37155 FROM RH JREF- 1S8J352_Z12 I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSI SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 y T 2. 5X4= 1) cVA-. 2X4III - - I-- 120 MPH WIND, 13.81 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: 2.5X4(A1) 1 4 0 0 0 6-8-8 10-8-0 18-0-0 7-5-0 21-3-0 fE 28-8-0 Over 3 Supports R=377 U=355 W=3.5" R=1047 U=425 W=7" R=859 U=539 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 „va. QT WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND MM BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSTI TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p"• ,,;, IFIC •,, ' qr•;FSMYTHLUMBERCO. 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 N0.42 704 i 2722 SOUTH PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7 APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS1. (NATIONAL DESIGN STATE OF 9O407-299-1 522 CONNECTSPEC ORSIAREON PMAOESOFD20GATASTMHE MA653AGR40RGALVAN9TEELPAERAS E%CEPTIASIN) APNOTEDND TAPPLYACONHECTORLPINE S TO Or'•• FAX: 407-299- 9153 OF ANDNECTS PER SACCCEPTANCEOOFTPROFESSNONALOR nA''+ ssONA1.N' PROFESSIONAL ENGINEERING ORAWINGSE160ARZ- SEALS ONTTHISISE ORAWOINGT INDOCATES ENGINEERINGCERTIFICATE OF AUTHORIZATION 49218 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 Dec 08 '03 . ANSI/TPI 1-1995 SECTION 2. 9-4-3 13-0-0 0-4-3 T + 4 0 FL - 1 - R - Scale=.1875" Ft. TC LL 20. 0 PSF REF R352-- 59291 TC DL 7. 0 PSF DATE 12/08/03 BC DL 10. 0 PSF DRW SLTUSR352 03342642 BC LL 0. 0 PSF SLT-ENG /WMR TOT.LD. 37. 0 PSF SEQN- 37170 DUR.FAC. 1. 25 FROM RH SPACING 24.0" JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/yH - K1/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 V T 2. 5X4= 120 MPH WIND, 13.81 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2.5X4(A1) 1-4-0-0-0 1 — 4 — 0 E E 6-8-8 10-8-0 ,I, 18-0-0 31 7-5-0 T 21-3-0 ) 28-8-0 Over 3 Supports R=401 U=371 W=3.5" R=1016 U=416 W=7" R=867 U=543 W=8" 13-0-0 0-4-3 9-4-0 T + 9-4-3 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 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 O'ONOFRIO DR., SUITE 200, MADISON. HI 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 P .•• ••• A r- y •(L FI •••'• p3: (' % 3 NO.4.1704 1* * TIC 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-- 59292 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342651 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF O •• P.• O•,10.••• s'ou GN BC TOT LL L D . D.D 37.0 P SF P S F SLT-ENG WMR S E Q N - 37192 D U R F A C . 1 5 FROM R HPROFESSIONALENGINEERING 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 Y • CERTIFICATE OF AUTHORIZATION #9215 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 7-12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Liy/VA - K18 TOP CHORD 2x4 SP #3 , BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.F4C.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 0.00 TC From 81 PLF at 0.00 to 81 PLF at 21.33 TC From 54 PLF at 21.33 to 54 PLF at 22.80 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.33 BC From 4 PLF at 21.33 to 4 PLF at 22.80 0-4-3 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.98 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 2X4 (A1) = 5X4= 2X4 (Al) L1-4-0j 10-8-0 21-4-0 Over Continuous Suppor R=109 PLF U=40 PLF W=21-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. HAD ISO N. l•11 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E NGI NEE ED 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 If ITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 1 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 DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. R0 n QTY: 1 Ar No. 42704 a o s STATE OF s Dec 08 ' 03 l-4- 9:.j 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 ABOVI 0-4- 3 5-8- 3 9- Scale=. 3125"/ Ft. REF R352-- 59293 DATE 12/ 08/03 D R W SLTUSR352 03342643 SLT-ENG / WMR SEQN- 37206 FROM RH JREF- 1S8J352_ Z12 LiV/VA - H1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 L, 1-10-10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5,0 PSF, WIND BCDL-5.0 PSF HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 9-7-5. 9-10-1 Over 3 Supports R=407 U=322 W=11.314" 12-10-3 R=1 U=183 3-9I-14 9-4-0 R=3 U=198 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, VII 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY.ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF 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 TP 1: 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: 407.299-9 1 53 COq NECTORS 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 SOLEL Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 49216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY:2 4ns': GotytlFl 0 . i N0.42704 a t: STATE OF Dec 08 '03 FL 1 R Scale =.375" Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PST PSF PSF PSF PSF REF R352-- 59294 DATE 12/08/03 DRW SLTUSR352 03342644 SLT-ENG WMR SEQN- 19514 DUR.FAC. 1.125 FROM RH SPACING SEE ABOVE JREF- 1S8J352TZ12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR LIyIIVA - HL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 IHIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG., LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1121-4-1 4.24 I— R=U=180 2-9-14 18-9 14 R-7 U=180 2X4 (Al) L-EE: i-10-10 :Fj 7-0-2 Over 3 Supports— R=261 U=180 W=10.567" 2-9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY: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 I NSTI7UTE. 583 D'ONOFR IO R. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO41".•' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M AP •„••„•• S F`'• 9j.•:F • T C T C L L D L 20.0 P S F R E F R 3 5 2 - - 59295 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORU SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V 7.0 P S F DATE 1 2 / 0 8 / 0 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED g 7 • N0. 42704ROOFTRUSSDIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR BC DL 10.0 PSF DRW SLTUSR352 03342645 2722 SOUTH APOPKA BLVD. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO k 1 :1 7{ A SLT-ENG WMRAPOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN O A STATE OF O BC LL 0.0 PSF 407-299-1522 CONNECTORS IAREON PMADESOFD20GAHE TASTMHE MA653AGR40RGALV. EST STEEL, EXCEPTIASINOTED. TAPPLYACONNECTORS TO 0 R OP'`v FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A~y .....'t r ssO1VA1.N' TOT L D. 37.0 P S F S E Q N- 36903 DUR FAC 1 25 FROM RH PROFESSIONALENGINEERINGDRAWINGS " 0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHOR17ATION #92 18 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1 FOO995N SEC ARTICON ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J352 Z12 L_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + Lly/yA - tl TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L<1-4-0,J 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. 12-10-4 R=1 U=180 3-10-3 9-4-0 R=7 U=180 3-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 4 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I IJSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO v`'.•• ••••• 'Y/j/ A F f,'.•q '• V r•. I • NO.4.2704 _ 1X T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F CPSF R E F R 3 5 2 - - 59296 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2/ 0 8/ 0 3 DRW SLTUSR352 03342646 2722 SOUTH APOPKA BLVD. APOPICA, FL 32703 407-299-1 522 FAX: 407-299-9 1 53 BUILBRACIDTHE NGCOFTRUSSESTRUSSES'N CONFORMANCE DESIGNICONFORMSOWITHAAPPLICABLE PRODVISIIONSSHI OFPNOSG , INSTALL (NATIONALINGANDDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p• t : STATE OF ;' 0 •. P • R10•'• CSIYA u BC T 0 T L L L D . 0. 37. 0 0 P S F P S F S L T- E N G / W M R S E Q N 36907 I D U R F A C . 1 2 5 FROM R H ENGINEERING PROFESSIONALAUTHORIZATIONCERTIFICATE OFAUTHORI7ATION #9218 DRA14INGS 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. A. Dec 08 ' 03 SPACING 24.0" JREF- 1.S8J352_Z12 THIS DWG PREPARED FROM COMPUTFR INPUT II OAOS R OIMFNCi0NC1 CIIRMITTFO AY TPIMc MFA Lly/yH - tZ - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 LE1-4-Oy 5-0-0 Over 3 Supports_' R=295 U=181 W=8" 11-10-4 R=1 U=180 2-10-3 9-4-0 R=4 U=180 1 120 MPH -WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 uva* QTY:4 FL 1 R Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDG STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w 7j.r ......... V;•'• TIFIC T C T C L L D L 20.0 7 P S F P S F R E F R 3 5 2-- 59297 S MY'PH LUMBER CO. DATE 1 2 / 8 / D 3 SLTUSR352 03342647ROOFTRUSSDIVISION' IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE NO. 42704 BC DL 10.0 PSF 2722 SOUTH BLVD. FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 DRW A BUILBRACDINGHOFTRUSSES CONFORMANCE FABRICATING. SHIPPING. AND A STATEAPOPKA, FL 3270332 TRUSSES. N DESIGNWITHCONFORMSOWITHAPPLICABLE PROVVISIONS(NATIONALIDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORAND PAPER ASSOCIATION) AND TPI. ALPINE OF A L BC L L 0.0 PSF FS L T- E N G / W M R S E Q N - 36909 407- 299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R Q s•'' V aT 0 T L D 3 7.0 P S F FAX: 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 y rr` D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN l CERTIFICATE OF AUTHORIZATION #9216 SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Dec O B ' 0 3 SPACING 24.0" 1 JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L1y/yH - Ui) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L,1-4-0-2-J 5-0-0 Over 3 Supports R=295 U=219 W=8" 11-10-4 R=1 U=180 2-10-3 9-4-0 R=4 U=180 120 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. 2-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 'STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, HAD; SON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) .AND TPI. ALPINE CONNECTORS AR MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAb FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. wwC`•,.• •••• QA. F •••'•.•11' 3; V ' :j NO. 42704 e STATE OF • A t IO •; O R,O s., / 0 nn L GV A Y Dec 08 '03 T C T C BC BC TOT L L D L DL LL L D . 2 0. 7 10.0 D. 37 0 0 D 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 59298 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722SOUTH APOPKABLVCI. APOPKA, FL 32703 407-299- 1522 FAX: 4- 299-1 21 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9216 DATE 1 2 / 0 8 / 0 3 DRW SL TUSR352 03342648 SLT-ENG WMR S E Q N 36911 D U R . F A C . 1 :2 5 F R 0 M R H SPACING 24. 0" JREF- 1S8J352_Z12 TW- nu D—DA—n rB nla L19/9A - C2 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 6 *010-10 4 TR=4 U=180 1-10-3 K9-4-0 R=23YU=180 2X4(Al) L,i-4-0,J 3-0-0 Over 3 Supports 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. T 1-10-3 i PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:6 FL 1 R - Scale =.375" 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 O'ONOFRIO DR., SUITE 200, MADISON. 111 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. U14LESS 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED: APPLY CONNECTORS TO`n EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e ASIFI •••'•. 0' • N'42704 e i STATE 0 F A ' 0 ••OR10 `, cc Vs'O GNv T C T C BC B C T 0 T L L D L DL L L L D . 20.0 7.0 10. 0. 37.0 Q 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 59299 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299-9 1 53 DATE 1 2/ 0 8/ 0 3 DRW LTU$R352 03342649 S L T- E N G / W M R S E Q N 37219 PROFESSIONAL ENGINEERING CERTIFICATE OF.AUTFIORILATION #9216 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 1-199SECTION 2. 5D e c 08 ' 0 3 D U R F A C. 1.25 FROM R H S P A C I N G 2 4. 0" J REF 1 S 8 J 3 5 2_Z 1 2 Y 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L1 Sf/`.1H - 1„5) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 9.56 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, 0-4-3 9-10-4VR:Q=81/AU3-180 0-10-3 R=--R—U=180 9-4-0 - T- 2X4(A1) L<i-4-O,J 1-0-0 Over 1 Supports R=247 U=280 W=8" PLT TYP. Wave TPI R D e s i g n Cri.t: TPI-1995 STD FLBC 6.10 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. MAOISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION `* IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 1 53 CONNECTORS ARE, MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAhI IN G INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No.42704 STATE OF 9O SsO R10P•Gt1 OIVAI.El1 Dec 08 '03 Y:6 FL 1 R TC LL 20.0 PSF TC OL 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=.375"/Ft. REF R352-- 59300 DATE 12/08/03 D R W SLTUSR352 03342650 SLT-ENG WMR SEQN- 37221 FROM RH JREF- 1S8J352„Z12 ASCE 7-98.: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11 6' 0. 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13 5" 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' 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W Q STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' e" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" e' 11" 10' 11" 11' 10" 13' 1" 14' 0" 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Qi C\2 DFLI 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' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11, 11' II" S P 1 2 3' 11" 6' 9" 6' 11" 8' 0" e' 2" 9' 6" 9' 9" 12' 6" 12' 11 14' 0" 14' 0" E_ F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' I1" 9' 6". 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" ylH F STUD 3' 10" 5' 11 5' 11 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" " 12' 3" 14' 0" 14' 0" W 0 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W CQ 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1 " 6' 1 " 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11 6' 11 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S P 1 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" 14' 0" F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11 B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 1 8' 9" 9' 6" 1 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q C S P 2 4' 7" 7' S" 8' W. B' 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' C 13 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 1 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 670x - BRA( AT EACH END. MAX WEB _L TOTAL LENGTH IS 14'. , 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE: SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. SYMMI BOUTi 2X4 a2N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR l 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FDi-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FBI 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH ."L" BRACE WITH. IOd NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. ABLE VERTICAL PLATE SIZES LENGTH NO SPLICE 0" 1X4 OR 2X3 N 4' 0", BUT GREATERTHAN 11' 6" 2X4 N 11' 6" 2.5X4 OMMON TRUSS DESIGN FOR PEAK, SPLICE, AND REEL PLATES. Nl `_ THIS DRAWING REPLACES DRAWING A10030E WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO. HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i REF ASCE7-98—CA 12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED 1R , NO, 42704 DATE 09/10/O1 SMYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12030EC0901ROOFTRUSSDIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG2722SOUTHAPOPKA-BLVD. APOPKA. FL 32703 DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED A'; _STATE OF 1:1 407-299-1522 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL 40 1 P,. e x. FAX: 407-299-9153 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTF ORS PERDRAWINGSOANDPONA-Z. THE SEAL OCOMPONENTAFORGA I 1 O i ••• "• TOT. LD. 60 PSF PROFESSIONAL ENGINEERING INDICATES ACCEPTANCE P ENGINEERINGIBIL SOLELY FOR THE TRUSSCOMPONENT DESIGN OUILDING jHSOWN, STHENAL06sON AL NCERTIFICATEOFAUTHORIZATIONli921SUITABILITTHISTICULARBRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. n.n,„Ie!!+-!`` MAX._ SPACING 24.0 SYM. ABOUT ' REINME GABLE DETAIL FOR LET -IN VERTICALS VERTICAL LENGTH TYP. RIGID SHEATHING GABLE VERTICAL PLATE SIZES 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 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2XB GREATER THAN 4' 0", HUT LESS THAN 11' 6" 2X4 2XB GREATER THAN 11' 8" 2.5X4 2.SXB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899 ASCE 7-96 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901; A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, 509015EN0699, S08015EN0699, 507015EN0699 S11030EN0899, 510030EN0699, S09030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 ••T• REINFORCING MEMBER ZXa "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (t) 2X4 "L" BRACE, CROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAG WIND SPEED AND MRH T" REINF MBR. SIZE. SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 0 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED 300 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 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED w `r`-,.••••••.,"•W/ REF LET -IN VERT BY TPl (TRUSS PLATE INSTITUTE, 583 D'ONOFR] DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES FUNCTIONS. TO PERFORMING THESE FVNCTNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY I T • V F•, DATE 10/24/01 SMrrH LU M H ER CO. ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ••• 1 DRWG GBLLETIN1001ROOFTRUSSDIVISION IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y, 3 7c ;• No. 4 2704 7 '_ ENG DLJ/KAR2722SOUTHAPDPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. APOPIu, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF A •• STATE OF ilqzt TOT. LD. 6 0 P S 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 F P`,• R. FAG. ANYPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION M921 B,SUITAF LITY ENGINE RING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. O/ C o O• OFT1i_nn_••••"•• lN_ AX SPACING .24.0. VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 5R SPF"#1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'.D 4-0-0 MAX 12 12 MAX.— W2X4 W2X4 W2X4 i- 8-0-0 MAX --I 16-0-0 12 T W4X4 3W1X3 W5X4/SPL 4 WIX3 6-0-.0 r 3MAXSPACING) W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS .MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E-NAI W2X4: OPTIONAL STUB END DETAIL 9 W4X4 ZIF OPTIONAL HIP JOINT DETAIL 0 E T 2144 COMMON 7 RUSSES PARTIAL FRAMING I 2 " OC LAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. \\\\\ Ijllll A i/////'`, AT 1'Y1(',1` THIS DRAWING REPLACES DRAWING A105 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED V<`1_ • `• TC LL 30 90 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, D' SUITE ZOO, MADISON, WI. FOR G `` •' DATE 06/25/99ORMTHESEUNSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,. E IND TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALeSMYTHLUMBERCo. C DL 20 15 7 PSF HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISION N O. 4 2 7 0 4 9C DL 10 10 10 PSF DRWG VALTRUSS0699 ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = DESIGN; ENG MLH/KAR2722SOUTHAPOPKABLVD. ANY FAILURE -TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, B HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA.FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL STATE OF 9C LL 0 OT. 0 0 PSF 55 DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS A •,• LD. 60 57 PSF 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 DRAWINGS 160 A-Z. THE SEAL ON'THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O 'c O O'O Q:.••• i /` •••• R C.\\\ DUR.FAC. 1.25/1.331.151.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 4 ( io SPACING 24" GERTFICATE OF AVTHORIUTION p9210 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O\ N VANSI/TPI 1-1995 SECTION 2. A L \\\\\ l/Ill l l l l lu 111111 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP-#2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED. WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) 3) 16d BOX NAILS C) ( B L-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, OE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 1. V1V11V1V1V 1itVJJL,J t l G°b uI- 2) 16d BOX NAILS, 1 TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING 3) 16d BOX NAILS. TOE -NAILED GIRDER 1I11O1""lll"'N THIS DRAWING REPLACES DRAWING V105—CONV 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'ONOFRI DR„ SUITE 200, t4ADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLCA OS `a N/ FZ\`v.•n F fvtl••• G\` l `•,• C LL 30 w/ DLZO 30 15 40 PSF 7PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVEPROPERLY ATTACHED RIGID CEILING. G BC 'VL 10 10 10 PSF DRWG VALCONVFO699 ROOF TRUSS DIVISION IMPORTANTP-R- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, [NC. SHALL RESPONSIBLE 2722SOUTH APOPICABLVO. NOT BE FOR ANY DEVIATION FROM THIS . DESIGN; AN Y FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N0NSTALLING 42704 4HANLING, BIL00OPSFENGMLH/KAR APOPKA, FL 32703 S AND BRACING OF TRUSSES. DESIGN CONFORMS WITH, APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST PAPER TOT.=LD. 60 57 PSF 55 407-299-1522 FAX: 407- 299-9153 AMERICAN AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 2 •% STATE OF 1.15 1.15 PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE L O •., C.1.25/1.33 CERTIFICATE OF AUTHORIZATION a921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q. O • ••• G_._. •..4n R • ..\ CING SEE ABOVE S/ON A1. CN5"\\ TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTEh REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT 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. Er, E Eup E 7TI EITHER PLATE B LOCATION IS OPTIONAL SPLICE B BACCEPTABLEp H D-SPLICE B zj- 2' TYP. B H I: Mp ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 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 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S MYTH LUMBER Co— IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS T2722SOUH APOPKA BLVD. FAILURE TO BUILDTHEDESIGORRUSSESIOFCTTRUSSESNCEWITHTCONFORMS APOPKA. FL 32703 HAN II NG,NSHIPPNG INSSTALLING ANDTONFBRACINGDESIGN WITHTING, 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 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION s921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. C C C C 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 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 " T" BRACE. SAME GRADE, SPECIES AS WEB 7' 9" TO 10' MEMBER, OR BETTER, AND 80: LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 " T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 ° ° ° ° ° ° ° o ° ° 2 .. 8 1/4" WING REPLACES DRAWINGS 634,016 634.017 & 847,045 iy MAX LOADING REF PIGGYBACK i c No. 42704 o•, STATE OF 55 PSF AT y 1.33 DUR. FAC 19 50 PSF AT 9. 25 DUR. FAC 47 PSF AT t tl.15 DUR. FAC ACING 24.0" DATE 06/25/99 DRWG PIGBACKBO699 ENG DLJ/KAR ZONAL BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 16OTL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR —LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —.PINE —FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 1 11 10 9 1 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON—DENSEJ 2520fl 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ A 9.5 MAX 3X8 TRULOX ** 18" y4 MAX 3X12 TRULOX 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (T,RUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rr IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FA%: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTNORIUTION M9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE IL TY F THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 PciF C;q•• F.f> G TF•. No. 42704 : dt : o : STATE OF pQ••' ,Q Q Q;. •. TC LL — PSF V DL — PSF B!I" DL 10.0 PSF ILL — PSF TO'€ LD. — PSF REF BC FILLER DATE 06/25/99 DRWG BCFILLERO699 ENG DLJ/KAR FAC. 1.0/1.15/1.25/1.33 ACING 24.0" a . N At STEPD OWN CORNER SEA' TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 #2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN. HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYI 1 5' CORNER SET SETBACK 3' 7' 0" 0 1 1 4 2 HIP OR COMMON TRUSSF I#' HIP TRUSS J5 Q Jl J J1 J3 J5 17 J7 J7 J, 1 3 5- 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 8 TO i 4. 4 ALTERNATE LOADING W2X4 W2X5 I i W3X4 - OR TCLL 20 PSF 3/4.• *THJA2sSIMPSON SF BCDL 10 MAX PSF TOT.LD. 50 MAX PSF s-10-13 OVER z SUPPORTS ' - *** IDURYAC. 1.25 R=463#. W=3.50- R=652#, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED-`p N/w yC LL 30 MAX PSF REF 7'• STBK CS BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR V t ^ •. r_ SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, A f-1l• DL 15 MAX PSF DATE 06TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` •••• ` '. /2`5/9 9 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. V •• i Ri 1MPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC L 10PSF DRWG CS7SBK3A0699 ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ' 2722 SOUTH APOPIu BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ j0, 42704 1.L . 0 PSF —ENG SJP/KAR IHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APOPKA, FL 32703 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 = kA D. 55 MAX PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF . FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN,POSITION CONNECTORS PER : STATE OF DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i FAC. 1.33 SUITABILITYANDUSEOFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i I ••'. /C/ P CERTIFICATEOFAUTHORIZATION11921ERESPONSIBILITYFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j(j_,y R".•'G SEE ABOVE ZONAL CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. 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 i ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 10d 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 T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE M• R THIS DRAWING REPLACES DRAWING 579,640 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, •• 4 INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED . QIIFIC •• FUR ` _qr • TIC LL PSF REF CLB SUBST. DATE 06/25/99 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) ••`` SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, • f- •••• TC DL PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAL 1 DRWG BRCLBSUB0699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. 2 IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL P17t s' •• N O.4 2 7 0 4 DL PSF ENG MLH/KAR ROO F TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,= * IC LL PSF 27225ouTHAvoPICABWo. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH s APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE • STATE O FAMERCANFORESTANDPAPERASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20G OT. LD. P S F 407-299-1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLYCONNECTORSTO EACH FACE OF ' jJ R, }A(,, FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I•• DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IC/OO1O P•N O• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE , ` rl SUITA.IILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE / •• s(,; CERTIFICATEOFAUTHORIZATION #9216RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 'jy SPACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method AR Project Name: 1979 YOR SHIRE Builder: M RISO HOMES Address: a / ('// Permitting Office: City, State: Permit Number: Cry-,tidOwner: % a#A) h0WO Jurisdiction Number: Climate Zone: Central l . 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 4 _ 5. is this a worst case? Yes _ 6. Conditioned floor area (ft') 1979 ft' 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft' 0.0 ft' - b. Default tint i 0:0 ft' 0.0 ft2 c. Labeled U or SHGC 0.0 ft' 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft' R=11.0, 4.0 ft' R=11.0, 412;:0 ft' _ R=30.0, 1983.3 ft' _ Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c, N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: I hereby certify that this b ' g, compliance with the F I r OWNER/AGE : DATE: - --- -, ations covered the Florida ed, ig in Vei Cap: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and O4 fIE STgTAspecificationscoveredbythisti = O calculation indicates compliance with the Florida Energy Code. ""' Before construction is completed I y this building will be inspected for 4 compliance with Section 553.908 Florida Statutes. COD WE BUILDING OFfFMS-.------- DATE:-----rmv-GRSyP ------ sion: FLRCSB v3.30) r- - FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 187.2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1983.3 2.13 X 1.00 4224.4 Base Total:, 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0 As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM Points 1979.0 14.31 28319.5 1979.0 14.31 28319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance., Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTM' DCA Form 600A-2001 EnergyGauge&FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 s WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.0 1266.6 As -Built Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 1 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING &CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total . Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 12168 5118 10495 27781 EnergyGauge'rm DCA Form 60OA-2001 yy, 04ZHE STg1 o a l,I, coD tN8 EnergyGauge(DRaRES'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 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed. by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeterenetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi - story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA- 99 OTHFR PRFRCRIPTIVF MFASURFS !must he met er exceeded by all rpsidences_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 ' EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2- The higher the score, the more efficient the home. l . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 1979 ft2 c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 250.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul; Exterior R=4.1, 1393.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 4.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 412.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0; 1983.3 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 It _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 36.0 kBtu/hr HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ THE ST y yp4 COB Q W'B NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.uef 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) f RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109.COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 I i EMMA F• l:.e l:i Notes: Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilation air 0hDghaba3931BluInfiltrationMethodSimplified Construction quality Average Fireplaces 0 1 65WI-2i1iiii Area (ft2) Heatin 19 Coolin gg 1979 Volume (fP) 18801 18801 Air tha , Jtlour Equiv. AVF (0m) 0.80 251 0.40 125 Heating Equipment Summary Make TR*E Trade Efficiency Heating bput 7. 7 HSPF Heating output 0 Btuh @ 47-F Heating temp rise Actual heating fan 0 1200 OF cfm Heating air flow factor 0.031 dm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use Fn(g. data n Rate/swing multiplier 0.98 Total sens. equip. load 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. load 6551 Btuh Total eeqquipment bad 33977 Btuh Req. tofal capacity at 0.70% SHR 3.3 ton Cooling Equipment Summary Male TWE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 121 EER 24850 Btuh 10650 Btuh 35500 Btuh 1200 cfm 0. 044 cfm/ Btuh 81 % Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsOft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 11:30:35 Al E:\Files\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 L. r RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YOWSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 °F blunter TD = 8824 Btuh a Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 °F S wff TD = 2482 Btuh 3. Summer infiltration HTM 2482 Btuh / 301 ft2 Total window = 8.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3696 Btuh rroceoure u - r-qulHntenL 0Ic111y L.vaua 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SumnerTD = 990 Btuh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure loads = 27986 Btuh Rating and temperature swingx 0.98 multiplier Equipmentslang load - sensible = 27426 Btuh 2 Latent stung load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3696 Btuh Equipment sing bad - latent = 6551 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right - Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ZC A: E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA ' DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 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 LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM r a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a C n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 j a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 I MASTER WIC BATH 2 i UTILITY ROOM BEDROOM 2 d a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 i BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 MASTER BATH a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0 vvnghtsoft Right -Suite Residential'" 5.5.06 RSR26013 2002-Jul-24 17:30:35 A E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 i i RIGHT-J WORKSHEET ? Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YO.RKSHIRE 1.979 7f24/02 109 COMMERCE STREET, LAKE ._FL 32746-6206 Phone: (407) 831-2665 NmUFL J: tin tar 1 Nane of roan Entire House LMNG ROOM DINING ROOM KITCHEMNOOK 2 Len h of exposed wad 220.0 ft 48.0 ft 17.0 ft 19.0 ft 3 Roan drr>erreors 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings Co-&Op6ai 9.5 ft I heaV000l d 9.5 ft haeftd 9.5 ft heaV000l 9.5 ft heaVood TYPE OF CST HTM Area Lars (Bt h) Area Load (Btih) Area Load (Btrh) Area Load (Btrh) E)FOSURE NO. Htg I Clg ft Htg Clg ft2) Htg Clg M Htg Clg M Htg Clg 5 Gross a 146 4.6 2.1 1663 333 95 181 Bposed b 12C 2.9 1.9 4 4 0 Yvalls and c 13C 3.2 1.2 4204 119 67 p UM- d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 VVrdxsaz1 a 1C 37.0 186 6675 40 1478 25 924 924 lass doors b 8C 37.0 64 2365 0 0 0 0 c 0 rioaarg c 9C 38.7 0 0 0 0 0 0 c 0 d 0'0 0 0 0 0'" 0 0 0 e 0.0 0 0 0 0 0 0 c 0 f 0.0 0 0 0 0 0 0 c 0 7 Wrcbnsad North 20.4 17 340 13 25B 0 0 c"" 0 Iga%ddoors NEiMN 39.4 165 6501 0 0 25 985 Coot ENV 0.0 0 0 0 0 0'" 0 c0 SESW 47.4 68 3239 27 1295 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 c0 8 011w doors a 11A 18.9 127 51 963 650 33 123 421 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1380 6360 2842 260 119E 535 70 323 144 15E 717 320 apased b 12C 29 1.9 4 12 8 4 12 8 0 0 0 c 0 0 wad and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 c 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1979 3356 4405 209 354 465 160 271 356 271 467 613 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 221 9M 0 48 1244 0 17 441 0 1 492 0 Not-: mom b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 psineter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 12 Infiltration a 29.3 8.2 301 8824 2482 73 2140 602 25 733 206 2q 733 206 13 Subtfialloss=6+8.+11+12 35736 7423 2902 3333 Less OdBffd heafiv 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10°/ 3574 10'/ 742 100 2,% 10° 333 15 Total Ices =13+14 39310 8167 3193 3686 16 Ind. gains: People @ 300 6 1800 0 0 1 300 c"" 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Sublot FISH gaFF7+8. +12+16 295 O 37 4 2 3325 Less exlornal cooling 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 10°/ 2454 10°/ 372 100 27 1 MM 332 19 Total RSH ga rF-(17+18)*PLF 100 23996 1.00 4096 1001 2277 1.00 1 G20Airrequired (con) 121D 12001 249 182 97 101 112 Nntxl certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsait Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 L r- RIGHT-J WORKSHEET10EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL,: 7th Ed 1 N2me of mom FAMILY ROOM MASTER SUfTE MASTER WIC BATH 2 2 Length of e 5osed wall 33.0 ft 21.0 ft 0.0 ft 0.0 ft 3 Room dinerdas 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft 4 Ceiings Candl.Opticn 9.5 ft heatlocd 9.5 ft heatlood 9.5 ft heatkod 9.5 ft heatbod TYPE OF CSi HTM Area Lead (Bhh) Area Load(Btih) Area Load(Blili) Area Load (Bhh) Dffk)SURE NO. Htg Clg A Htg Clg ft') Htg Clg M Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 314 200 0 E>pceed b 12C 2.9 1.9 0 0 0 alb and c 13C 3.2 12 0 0 0 pa bb- d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wirbnsa-d a 1C 37.0 0 0 35 1294 0 0 0 Iass doors b 8C 37.0 64 2365 0 0 0 0 0 HeauxJ c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0c 0 7 V*d3%and North 20.4 0 0 0 0 0 0 lass doors NETJW 39.4 64 2522 35 1379 0 0 c 0 C oohr xJ ENV 0.0 0 0 0 0 0 0 0 SEISW 47A 0 0 0 0 0 0 c 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 c"" 0 8 01'"cloors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 250 1150 514 165 758 339 0 0 0 c 0 0 odd b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 c 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 605 234 397 0 83 140 184 61 103 135 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a MA 25.9 0.0 33 855 0 21 544 0 0 0 0 0 0 Nod: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 boors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 29.3 82 64 1876 528 35 1026 299 0 0 0 C 0 0 13 Sub tal bss.+11+12 6708 4019 140 103 Less exkanalheating 0 0 0 0 Less transfer 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10'/ 671 100/ 402 10° 14 100 10 15 Total loss =13+14 7379 4421 154 113 16 InL gams: People @ 300 4 1200 1 300 0 0 0 1200 0 0 0 0 0*" 0 0 17 Sutrtat RSH gaiF7iS.+12++16 184 1 5 Less external cooing Less transfer 0 0 0 0 Cooling redistrnbutim 0 0 0 0 18 Duct gain 100/ 537 10% 283 100 18 100 13 19 Total RSH gam=(17+18rR-F 1.00 5905 1.00 3110 1 All 202, 1.00 148 120, Air required (dim) 225 2G3 135 138 5 9 3 7 Printout certified by ACCA to meet all r4irerrlents. of Manual J 7th Ed.. ftwregF tsoFt Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7i24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 71h Ed. Nam d roan UTILITY ROOM BEDROOM 2 BEDROOM 3 BEDROOM4 jMANUALLerrlhdexposed Wei 7.0 ft 28.5 ft 13.0 ft 10.5 ft Raanc6nau 7.0 x 10.5 ft 18.0 x 11.0 ft 120 x 120 ft 11.5 x 12.0 ft Ceiings Ca-& Option 9.5 ft i hoaticool 9.5 ft heatkod 9.5 fthoatbod 9.5 ft heaVeod TYPE OF CSr HTM Area Load (Bhh) Area Load W) Area Load W) Area Load W) DPO6URE NO. Htg Clg M Htg Clg ft2) Htg Clg ft Htg Clg ft Htg I Clg 5 Gross a 14B 4.6 2.1 0 100 124 10c b 12C 2.9 1.9 0 0 0 vk& and c 13C 3.2 1.2 67 171 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Akdo sand a 1C 37.0 0 0 15 554 15 5b4 1E 554 Ig assdoorsb8C37.0 0 0 0 0 0 0 c 0 HeaarxJ c 9C 38.7 0 0" 0 0 0 0 0 d 0.0 0 0 0 0 0 0c 0 e 0.0 0 0 0 0 0 0 c 0 f 0.0 0 0 0 0 0 0 c 0 7 V*xh&saxf Nash 20.4 0 0 1 27 1 27 1 doors NEIMN 39.4 0 0 0 0 0 0 0 glassCooling ENV 0.0 0 0 0 0 0 0 0 SEtSVV 47.4 0 0 14 648 14 648 1 648 South 0.0 0 0 0 0 0 0 0 Hoe 0.0 0 0 0 0 0 0 0 8 Oherdoors a 11A 18.9 127 18 310 229 0 0 0 0 0 0 c 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 392 175 109 500 223 8E 391 175 apoeed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 wags and c 13C 3.2 12 49 154 57 171 539 230 0 0 0 0 0 patbors d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 74 125 164 198 336 441 144 244 321 13E 234 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 212 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perirneler c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 A 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 18 528 1481 15 440 124 15 440 124 1E 440 124 13 SubW bss=6+8_+11+12 1328 2999 2p75 1891 Less adar hee i 0 0 0 0 Less transfer 0 0 0 0 Heating redsNxilion 0 0 0 0 14 Duct bss 10°/ 133 10% 300 10 208 100 189 15 Total loss =13+14 1461 3299 2283 2090 16 Int gaus: People @ 300 0 0 0 0 0 0 c'"' 0 1200 1 600 0 0 0 0 0 17 12+16 gardarM1199 1614 1343 12d0 7g Less trasfer 0 0 0 0 Ca> ting reclishibution 0 0 0 0 18 Dud on 10°/ 120 10'/ 161 10 134 100/1 19 Tdal RSH gaui 17+18)*PLF 1.00 1319 1.00 1776 1.00 1477 1 D0 1406 120, Air required (dm) 45 59 101 79 2 70 66 63 63 Printout certified by ACCA to meet all requirements of Manual J 7th Ed.. e wrrtghtsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: YORKSHIRE 1979 7/24/02 MANUALJ:7th Ed 1 Namedroom MASTER BATH 2 t deposed v aB 23.0 ft 3 Roan 120 x 11.0 ft 4 Ceiings Ca-& Option 9.5 ft heatlocol TYPE OF CST HTM Area Load (Btlh) Area Area Area DWOSURE I NO. Htg Clg ft Htg Clg Htg CIg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 219 b 12C 2.9 1.9 0 v t and c 13C 3.2 1.2 0 partitions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 NhdNzand a 1C 37.0 16 591 Igass doors b 8C 37.0 0 0 rleatr5 c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 7 ftxbnsad North 20.4 0 0 qL-,ss doors NEM 39.4 16 630 Caofng ENV 0.0 0 0 SE VV 47.4 0 0 Sam 0.0 0 0 Horz 0.0 0 0 8 CYdwc xxs a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 293 933 417 aposed b 12C 2.9 1.9 0 0 0 vet and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Note: roorn b 0.0 0.0 0 0 0 perF 1- c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 29.3 8.2. 16 469 132 13 SubW bss=6+8-+11+12 2514 Less exlormheatirg 0 Less trader 0 Heating reclist ulion 0 14 Duct loss 10°/ 281 o 15 Total loss =.13+14 3095 16 Int gains: People @ 300 0 0 1200 0 0 17 St RSH c 7+8.+12@16i 1473 Less exlomal cooling 0 Less tracer 0 Cooling redishibution 0 18 Dud gain 10°/ 147 0/1 19 Total RSH gairR(17+18)*PLF 1.00 20 Airrequled (dm) 94 72 Printout certified by ACCA to meet all requirements: of Manual J 7th Ed. c wr ghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 coy PervA 3' c ntW0t6 NLTONE 8.4 5 bathduct roof cap fa 696RNB 4' loath duct 4' e %- ro% an- 1hp 12.12 l; 12.6 I.cd NUTONE'563RLNB 140 12xl2 l- d 1 0 7' 10x6 1-d 65 1 265 5. 7' I8x18 r oxlo 4 1- d 0 3' bath duct 16, 7" a tmoof cap 1 w a n 10 .Q NUTONE 696RN 9 8.4 I.c 51 lOx6 l, c q . 65 MM2W 4' 16' 4 1. d 1EQSi2W -2 6 1* c d 0.6I..d 80 6. 10. 6 l.cd too CMMrim3.0 TON 18x13,]RAD 4- dryerduct24X14RADrMbyt. —FcapplatformbybldrLK4NJ get L M•M L14x8I, cd Must have a minimum ckemrQnCP of 4 Inches around the air handler per the State Energy Code. All duct has an r=6 insulation value. O C9 A) C 0 z > 0— ojCD LLJ U) OU 0 C' D z 13 T) LLJ 0 T V) A CD CD C-) Rating V) LU > 0 0LLI 3: M F j 0 D < 0- -1 V) 0 0 r.r''ua'r r rvr' r yr r'r::- ... 1- GI G1 A7!' G . TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. Product Brand Name Company Name Active Inotedient EPA Registration# ARMOR - GUARD PERMA-CHINK SYSTEMS, INC DI._SObIU,M OCTABORATETETRAHYDRATE N 5990 9 BIFLEX SFR TERMITICIDE I INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 BOARD DEFENSE INSIDE TECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 BORA- CARE NISUS CORP. DISODIUM OCTABORATE TETRAHYDRATE 64405- 1 CHLORPYRIPHOS PRO TERMITICIDE CONCENTRATE . MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CYREN TC SPECIALITY TERMITICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760 10 SYNGENTA CROP PROTECTION, DEMON TO. INC CYPERMETHRIN: 10182-107 DRAGNET SFR MkM ITICIDE/ INSECTICIDE FMC CORP. PERMETHRIN 279-3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TC DOW AGROSCIENCES; CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE, BAIT FMC CORP ` SULFLURAMID 279 3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-SW83 TERMITICIDE / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532 2-73006 TERMITICIDEIINSECTICI DE PERMETHRIN PRO TERMITICIDE TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/ INSECTICIDE SYNGENTACROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER GAYER CORP IMIDACLOPRID 3125-455 SOLUBLE PACKETS file://C:\ WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 W r BORA - CAR-, APPROVALS NES REPORT MIXING DIRE:C TIONS APPLICATION DIFE"CTIONS PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD. PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036 287-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506 8INSECTICIDE TERMIDOR 80 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDEIINSECTICIDESCIENCESUSALP TIM-BOR PROFESSIONAL " UNITED STATES BORAX & DISODIUM OCTABORATE 162+4-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767CONCENTRATESCIENCESUSALP VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed In the State; however, material In trade channels may be purchased and used according to label directions. Pesticide Product Brands: 34 Companies: 22 Listupdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed Itimes since March 4th, 2002 file://C:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7123/01' r4l. RO"S' 7 aD- c A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible -Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64465-1 Disodium Octaborate Tetrahydrate (Na,B4O,3.4H2O):........ 40.0% EPA Est. 64405-TN-1 INERT INGREDIENTS: ................................................ o ....... 60.0% U.S. Patent Nos. 5,104,664 5,460,816 Density, 11.51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if Indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner Inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. . BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800) 264-0870 www.nisuscorp.com h J. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, If available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. r B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other Insects. I'. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Tehnites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications PowdeTost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 2 BORA-CARE® is an Innovative termiticide, Insecticide and fungicide that eliminates existing infestations and provides longterm protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Naotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used In areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOSTAND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution Into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces Including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment,zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional lii sanding maybe necessary before applying anew finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: if surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final ]jg]7}, sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled Into walls and baseboard areas. Holes should be spaced no.more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE® solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tqe void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1 ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. iG. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be Injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing Is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARED 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches; decks and railings (refer to Sections Vill and IX for complete exterior application Information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members Is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of Insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all Interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces In order to provide a two (2) foot wide barrier of BORA-CARE'® treatment against termite penetration. On wood where access Is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood maybe treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 Inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. VII ® PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE®(5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. V I I I . TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish Is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE®will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned With a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is Important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. Ll W X. DIP TREATING LOGS AND LUMBER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use.of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARES Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2x8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 z 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 XILI. WARRANTY LIMITATIONS AND DISCLAIMER Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or varythe results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARES Diluted BORA-CAREeto inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C.. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARES Diluted BORA-CAREeto Inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARES solution to 400 board feet of wood. M 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone, 703/931-2187 Fax: 703/931-6505 website: www.nateval.org EMIR INTERNATIONAL CODE COUNCIL,. NATIONAL EVALUATION REPORT Report No. NER-617. Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 n1sus0nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA CARE is water-soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar In appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report !s Il 0ted to the specific product and data and test reports submitted by the applicant in its application requesting this re ort. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specitrcally.does not make any warr n y either expressed or implied, as to any tindmg or other matter in this report or as to any product covered by this report This disclaimer includes, but is not limited to, merchantability. Thls report is also sub act to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published Installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 7.3 BORA-CARE shall be installed in accordance with the 6.1 Manufacturer's descriptive literature, specifications, and manufacturer's published installation instructions and installation instructions. this report. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.4 In areas where a soil treatment/ barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.6 7.6 7.7 6.4 Test report. January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report; 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 Uniform Building Coder"", and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA CARE was evaluated only forresistance to subterranean termites. BORA- CARE is water soluble and shall be protected as noted in Section4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. I PERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS v E r. ONE 8Y WOOD SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUCK CONCRETE -OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS WINDOWHEIGHT SHIM AS R£O'D ONE BY WOOD SEE NOTES) SUCK BY OTHERS BUCK WIDTH 1 1/4' MIN. r INSTALLATION ANCHOR EMBEDMENT 3/16' DtA. TAPCDN SHIM AS REO'D- SHOWN 1/4' SHIM (SEE NOTES) FLANGE TYPE SPACE MAX CAUL( BETWEEN WINDOWW FRAME WOOD 13UCK''k d CONCRETE MASONRY OPENING OR MASONRY BY OTHERS - OPENING o BY OTHERS dQ\—INSTALLATION 1 1/4' MN._ ANCHOR Q , ..EMBEDMENT JJ76' DIA 4 TAPCON SHOWN PER)OTHERS CAULKBYOTHHERS CAULK BETWEEN WOOD BUCK & WINDOW WIDTH NAVY -OPENING T/4' SHIM BY OTHERS SPACE MAX IO lD6 CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH WOOD BUCK' BY OTHERS . SECTION. 2 WINDOW WTH. A B C SUCK D EHEIGHT J K 2 SILL OTHERS STOOL WINDOW ` HGT. F G Q H 1 I. V AULC BETWEEN WINDOW FLAN - PRECAST SILL WITH VULIKEM PRECASR SRL 116 ADHESIVE CAULK OR E L EYAT1 O N BY OTHERS 'APPROVED EQUAL SECTION 1 VIEWED FROM EXTERIOR c1SHL s 1)) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH L.040 BEARING SHIM. MAX ALLOWABLE SHIM STALK TO BE 1/4% 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CJWLK BEHIND WINDOW FLANGE AT NEC k JMCBEL SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEJM 116 ADHESIVE CAULK, OR APPROVED EQUAL 4) APPLICATION OF VULXW 116 ADHESIVE CAULK. AT FRAME SILL 9VST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLMM - - 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13M CLAW CHARTS. . SINGE GLAZING 15 SHOWN. INSULATING GLASS IS ASO'OUALFIED. THEERAL 1540AINSULATING GLASS SINGLE1HUNG SERVE SHOWN. THIS PRINT ALSO APPLIES TO W CEId' I'Ft 1+.r FLyO RML S- 0 J—F. KANU kCL ULG:tIIL NA.Il'3.Cto - G JVERAL A4 Urtthl vM e CTPIR REF . N A '= COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIOTH/HDCKT EXTERIOR NTv6aR- - HEAD JAMS 12 19 to It 26 e9 s9- B F.G 13 19 t/a X 35 3n 79 76 B FA 14 0 Sn 19toX5011, 59 59 B FA 14+ 4 19 t/a X 54 N M - 54 9 F.0 14+ 5 19 to X 55 6n 32 52 B FA 15 19 1n X 63 45 45 B F,G 16 19 t x 72 40 40 f C 1 1H3to X 25 1/2 X 36 3/151' 51 B BF.C. - 1144 26 to X 50 SA 44 44 B F. 1 H444 26 1/2X 54 6n 42 42 B F.0 1 H4+5 26 1n X 55 AA 41 41 B F,C INS 26 1/3 X 93 40 40 B FA 5 25 % n 40 40 peg 3GX2 3OL130 try X 25 30 1n x 36 3n 56 4466 44B BF,C 3OX4 30 to X 50 DA 40 40 B FA 3OX4+ 4- 30 1n X 54 GA 40 40 B F.G 30% 4+5 30 1/2 X 55 SA 40 40 B F.G 3CX5 630 to x 93 40 40 40B FA 22 X 51 B F,G 23 37 X 36 3/x 40 40 a F,0 24 37 X 50 AA 40 40 B 2- 44 37 X 54 $A 40 40 B FC 24+ 5 37 X 55 6n 40 40 5 F,. C 25 37 X 93 40 40 B F.G.HJ 637X7240402E 0354x 45X353/040 4540 B BF.G F.0 4550 46 X 50 3n 40 40 B F,G 484+ 4 45 X 54 &A 40 40 B FA.MJ 484+ 5 45 % 55 6n 40 40 a F.GJU 4563 45 X 53 4D 40 B F.G.HJ 32 1n. x 26 45 45 B F.G y s, In X 3e an 40 4o B F.0 34 53 1n x 50 AA 40 4,. 40 B FJLHJ 34 - 4 53 1n X 54 0n 40 40 B F.GJL 34+ 5 53 to X 55 6n 40 40 B. - FA.H:I 35 53 to X 63 4Q 40 - B " F.G. 36 53 t X 72 40 40 B. F H I - 1) WHERE WATER RESISTANCE TEST REOUREMENT OF 15X OF DESIGN I= APPLES, POSITIVE OESG1 LOA05 WILL BE LIMITED TO 4MO PSF DUE TO WATER TEST PRESSURE OF LO PSF ACHIEVED IN TESL 2) NSTALLA71 ON: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/10' DIA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON C31ART. 3j SEE ELEVATION FOR 10:1' TO TAPCON LOCATIONS - 4) INSTALL /B SCREWS SUFROENT LE1iGiN TD PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUOC AT HCXES. ALLOMERFACTQiYAPPl1EDNSiALLATCON5)- IF EXACT WINDOW BEE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SZE, FOR 'THE APPROPRIATE DESIGN PRESSURE REOD. WW1 M: Crw61 Rd. - Cwdtm, 71 7500E •PJA BaX D19072 •Daum, III, 755D1 ORAtlrq o6xAPIxN ASSEMBLY DRAWING SEfilES 1440/1540 RITE SINGLE HUNG WINDOW OIIAYN BY - 0110E 6Y -111 . t BB N A OZdZ DAZE sYM REWsorN le, ECN as 10/26/Ot B GEN 0012 PREPARED BY: PR=X3 TEOtNOIDf.YY CORP., 250 INIERNOIONIL PAY. SUITE 750. WATHt= FiDRaH =746 PN(4B 4W 1103-0365 FAi -7 Nx15-0366 CAULK BETWEEN WOOD BUCK Q MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINOOw FLANGE h WOOD BUCK MDHE STUCCO-- BY OTHERS PERIMETER CAULK BY OTHERS GLAZING DOW GMT EXTERIOR PERIMETER CAULK By OTHERS 4 0 INSIALLARON ANCHOR 3/16. OIA. TAPCON BUCK WIDTH 1 a MAKS..M SPACE SH1M AS REOb CONCRETE OR MASONRY OPENING SEE NOTES) I'' 1-1, nN. EMBEDMENT BY OTHERS SwM AS REO'D. RANGE TYPE WINDOW FRAME 4 CAULK 8EIKE- . SEE NOTES) 3AM6 d WOOD BUCK 6' WAVY OPENING _ BY OTHERS , GLAZING INSTALLATION ANCHORL 1-1/4' MIN. 3/16• DI& TAPCON EMBEDMENT a t/a' uAx. ONE .BY WOOD r SHIM. SPACE EXTERIOR BUCK 8T OTHERS RANGE TYPE - WINDOW FRAME HEADER RANGE TYPE WINDOW FRAME SILL BUCKHEIGHT CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS - W000 BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING By OTHERS SECTION 2 STUCCO BY OTHERS W)NDOW WTH. A C d D E 2. WINDOW H / t MGT. F G MARBLE SILL STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS a, PRECAST SILL WITH VULKE IT ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR, y-1011Z-DZ -ATE - a 36 x z4 w AA O.EF.G 36 X 46 40 40 A,B 0,EF.G 6 X 72 40 40 8 O.E.F,G 8 X 24 40 40 AAA D.E.F,G 48 X 48 40 40 AB O.EF.G 48 x 60 40 40 AB F,G 64 X 24 40 a0 A.B F.G72X364040 A,B D.E.F.G 72 X 60 40 s0 A,8 N,I 73 X 16 40 40 CENTRAL FLORIDA. B. O. k F. MANUFACTURER NAME: E,NGRAi. J WM(Nurl FNF_RAI NOTESMASTER. FELE}y 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK THE SUBSTRATE WITHHIND VULKEWINDOW116ADHESIVEFLANGE THEAD & CAOOR3AMBS. SILL MUSTAPPRBE ATTACHED TO APPROVED EDUAL 4) APPLICATION OF VUUUm 116 ADHESIVE CAULK AT FRAME SILL MUSTCOMPLYWITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS WAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS Cw3iTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENTOF15% OF DESIGN LOAD APPLES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED N TEST. 0)' INSTALLATION: FLANGE FRAME WINDOW NCONCRETEORMASONRYOPENINGUSE3/16• DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH. TOPROVIDEMN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. - - -. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 0SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATIONHOLES. IF FACTORY APPLIED HC•ES ARE NOT PRESENT. F8 SCREWS SHOULD BE PLACED AT MAX. 8' FROM CORNERS A MAX. 2i O.C. 11) IF EXACT WINDOW SIZE ISNOTLISTEDINANCHORCHART. USE ANCHOR OUANTITr LISTED WITH NEXT LARGER SEE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS .PRINT ALSO APPLIES TC, THE 1550 SERIES. immw t001 H. Crosby R8. • ENrom- A 75006 • PA: Bo: fl19022 • DIIBas, - 75: eKA.N eX:<II.t H INSTALLATION. E'cTAIL - SERIES 1450/1550 FLANGE PW I+ AwI BB N/A UAM UAii C. c >,A4itA BY ` AEa• _ t='tt/0 B I SHEATHING BY OTHERS IS INS7ALA7I0N ANCHOR SCREW SHOWN (TYP.) EXTERIOR—\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTER10 FIN TYPE — WINDOWFRAME SILL CAULK BETWEEN FIN JB INSTALATION ANCHOR SCREW SHOWN (TYP.) SHIM AS k SHEATING 2.x WOOD SEE NOTES) BY OTHERS I- MIN. FIN TYPE CAULY , BY EMBEDMENT WINDOW FRAME SHEA .. h FIN JAMB BY O.—Rs 2 x WOOD BY OTHERS 1' MIN. EMBEDMENT SHIM AS REO'0. SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISR By OTHERS FXTER10 PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR (TYP.) O O O O' O SILL STOOL " O 0 2 BY OTHERS 21' at MAX (TYP.) - I I O O WINDOW El)UALLY SPACE ANCHORS (TYP.) HGT. O 0 / 0 PERIMETER CAULK SHIM AS REO'O. ro O. BY OTHERS IS SCREW SEE N o o. D o 6' MAX. (TYP.) INOTES) INSTALATION ANCHOR SHOWN 2 % W000 BY OTHERS 6' MAX. (TYP CAULKBETWEEN WINDOW FIN ELEVATION EXTERIOR FINISH R EMBEDMENT SHEATHNG VIEWED FROM EXTERIOR 13YOHESSHEATHING SECTION 1 BY OTHERS GA 3 MANUFACTURER l'4Abff-* Y, ASTF,R FME # 3 COMPARATIVE ANALYSIS @ ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /S SCREWS NO. OF 0.090 OIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WDTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL 0-EA. JAMB HEAD SILL O EA JAMB 16 X 30 109 109 2 2 2 2 2 3 2 2 ] 16 X 40 83 13 2 22 23 32 16 X 50 63 5063 502 2 3 20 X 30 86 66 2 2 2 2 2 2 2 4 20 X 40 73 73 2 23 23 32 2 20 It 50 in x 60 59 4A59 l62 2 2 , 26 x 30 26 X 40 7 525 522 2 2 3i 23 28 x 50 46 46 2 2 3 2 2 230 X 30 52 52 2 2 2 2 2 2 2 3 30 X AO 49 49 2 2. 2 23 2 2 30 i 50 x60A3 3 2 2 2 2 3p x 30 38 X AD n 4041 4o3 3 2 3s. 3 3 38 X 50 40 XO 3 3 3 5 A An x anA.40 3 3 3 3 5 AX AO 40 S1O 3 33AOX 50 AO AO S 3 3 3 3 A An 42 3 3 3 S A 1). SHY AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX - ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FN AT NEAR. SILL X JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WANOCM' FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) "ERE WATER COOADS WILL BEESISTANCERE0O5ST 0 PSi DUET01OF152wERTESTDPRESSUREOF &0 PSF AOuEVED M TEST' 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO Br WOOD S E TUDS. USING 0.090 IN. DIA NALS OR 18 SCREWS OF SUFFK3ENT LENGTH TO PROVIDE MAN. I' EMBEDMENT INTO SUBSTRATE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUAN"TY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUMS 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS' SINGLE HUNG SERIES. t001 M'_ DITh Rd. • Clrtdpen. R 75W6 • P.O. Boa 61907! • odim T2 7WI. al.c acw1XH ASSEMBLY ORAWING SERIES. 11e0/1940 ML SINGLE HUNG WINDOW a... I. cww i tt. M BB N A mw yn o+c +..ILA 0 SIT Ea _ iT/OS/ 0T $ GEN-00T3 1' HIK y— SHEATHING t RED.CNT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULK By OTHERS 1 FIN TYPE vINDOV FRAME HEADER GLAZINGSEENOTES) e j I y EXTERIOR F)N TYPE VINDOV 114 FRAME SILL 1 i PERIMETER CAULK r By OTHERS EXTERIORFINISH IT OTHERS CAULK BEHIND FIN r 'HIM EMBEDMENT SHEATHING SECTION 1 BT OTHERS 1 4 f— VINDOV vIDTM" 1f4• MAX. SHIM SPACE 2 x By vOOD Br OTHCRS SMin AS REO'D. 2 z OTHERSByOTHERS rIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCREW SHIM AS REO'A GLAZING EMBEDMENT1 SEE NGtCi) L2 1/4' MAX. SMin SPACE; EXTERIOR PERIMETER CAULK By OTHERS BBINSTALLATIO( ANCHOR SCREW EXTERIOR COMPARATIVE ANALYSIS & ANLHUK LHF1K1 v v DESIGN PRESSURE NO. OF 48 SCREWS N0. OF 0.099 DIA, NAILS SIZE CAPACITY IN PSr REQUIRED IN FRAME REQUIRED IN FRAME INCHES) vID7N/H[IGM EXTERIOR INIERIDR MEAD l SILL [ EA JAMB HEAD L SILL [ EA JAMB 20 a 30 40 40 2 2 20 x 40 40 40 2 3 2320XSO404404 2 2 3 30 a 30 40 40 2 2 3 70 . 40 40 4o 22 2. 7 3230 % SO 0 . 60 40 40 4D0 2 4 40 x 40 40 3 23 3 3 40 X 40 40 40 3 3 3 4 40 X 50 40 x 400 4040 3 3 S SO . 30 40 40 3 23 4 - 3 SD x 40 40 40 3 3 4 4 30 . 70 50 . 60 4040 4040 3 4 y 73 1 40 40 4 1 FINISH CAULK BEHIND FIN.. BY OTHERS CENTRALQ'JIJO xx A B•®4A.F4 SECTION 2 SHEHT OTHERS i-al T lJ' HL,4 j jV j tiMANUg(A NAME: Al T/Mi NU,j/ WIND W WIDTHO W ASTER FME # . WASTER WINDOW 7i . HEIGHT T DESIGN TIES. 1) WHERE WATERTESTREQUIREMENT TDESIGNSPSF LOADSWILLLDIUMITEOTO4O.O DUE 13 WATER o PRESSURE o 61 PSF ACHIEVED I TEST. 2) INSTALLATION: D FRAME WINDOW IN WOOD FRAME OPENING VITM TWO By v008 STUDSUSING48SCREWSOrSUFFICIENTLENGTHTOPROVIDEMINVEMBEDMENT24. INTO SUBSTRATE OR 0D99 IN D1A- NAILS. USE WANTITY LISTED3) W1XC7TPJIFEXACTWINDOWSIZEISNOTLISTEDINANCHORCIaRT, p o Z VITM NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. S) WINDOW FRANC MATERIAL, ALUMINUM ALLOY 6061 WINDOW HEIGHTANCHORS CTTP.) 6) USE LATCX CAULK BENIND WINDOW FIN AT MEAD. SILL L JAMBS. FORPERIMETERSEALAROUNDEXTERIOROrWINDOW fLANGC. 7) USE LATEX CAULK B) GLASS THICKNESS MAT VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. rB SILLTOOLoSINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. FRIESPICTUREWINDOWISSHOWKTHISPRINT ALSO 91GENERALALUMINUMS1101) APPLIES TO 1900 SERIES PICTURE WINDOW. - SHIM AS REO'D. 6' MAX. tTTPJ 0 0 0 0 0 6' MAIL CTYP—/ • J If AX • L SHIM SPACE F NATION 48 INSTALLATION VIEVED FROM EXTERIOR ANCHOR SCREW 1001 )F. CU bT Rd. • Coon n, IX 7= • PA Bax B190Z2.Oabs, 11 75361 oe. vu4) ¢sanr))IM INSTALLATION DETjAI;L 2 % WOOD BY OTHERS SERIES 1100/1900 FIN/ AmmMtLDATE SYH1REVISIOM BY ECMD3/05/D2 00 BI H r .1i1• .WI M,. 1.. it tv. a t •t BY DINERS CAULK BCTVCEN v1NDOV - FLANGE L WOOD BUCK CWCRETE ORHAS0NRTOPEN;z BY oTN[RS EXTERIOR FINISH BY OTHERS PERIMETER CAULK• By OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE - WINDOW FRAME SILL PERIMETER CAl1LI BY OTHERS ONE BY WOOD HOLES v.• MAX. S BUtx BT OTHERS 1) SHIM AS REOM. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHW. MAX. IICX WIDTH* ICAULK SHIN SPACE INSTALLATION ANCHOR ALLOWABLE SHIM STACK TO BE I/*-. S REO'D 1-1/A' MIN. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. (SCEOTES) EMBEDMENT iU6' Dir. TAPCOM 31 USE LATEX. CAULK BEHRo wm00w FLANGE AT MEAD, SILL h IAMBS. CAULK BETWEEN FLANGAlUSELATEXCAULKFORPERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. WINDO WOOD BUCK L SHIM AS RE0'D S) GLASS THICKNESS MAT vARY PER THE REOUOTEMENTS OF A5TM E1300 GLASS CHARTS. JAMBMAS'Y OPENING SEE MOTES) 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TD A0D PSF.BY OTHERS FlgtINSALLATION of FLANGE FRAME WINDOWS IN CONCRETE OR NASOMY OPENING. USE J/IL' DIA. TAPCON TYPE ANCHDRS SUFFICIENT LENGTH TO PROVIDE MIK I-IiA' EMSED14ENT INTOSUBSTATEPLACEANCS6' MAX. FROM CORNERS L 2+' D.C. MAX. I-I' MIK B) BUILDE DOWN. AROUND CURVED PORTION of WINDOW FRAME TO BE ENGINEERED BY OTTERS. EMBEDMENT BUILD OWN MUST BE OF SUFFICIENT STREMGTM TO ADEOUATELY TRANSER LOAD FROM' WINDOW TO THE STRUCTURE. INSTALLATION ANCHOR 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED To LMIT USE OF THIS RYP. C 3i16' DIA TAPCON I"*MAXPRODUCT TO THESE TWO [ONFIGURATIONS. ?HIS SHEET APPLIES TO Au CON6IGURATIONS 1LS) SPACE THATCAM BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIcED WINDOW FRAMING SYSTEM.ONE BY T'I AULK BUCK BT OTmNERS CEN TLAL FLOP JA D.O.A—F. CAUL BETWEEN MANUIFACTUBIM NAME: EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK NER A L 4L .U/> N V r1 y1KOw wmH CONCRf TE OR y _ , - Wry Tl—y ; MASONRY tFENING 1TMLA'1 67` •B,`ox.n•. SECTION 2 BY OTHERS SEE TOTES) SEE BUCKHEIGHT W IN DOW WINDOW HEIGHT HEIGHHT SSIIH AS REO'D 2 2CCNOTES) ONE BY WOOD 1/A• MAX. SHIM SPACE d d EXTERIOR FINISHd d BY OTHERS CAULK BETWEEN WINDOW i-li A' MIN. FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' IA TAPCOM BY OTHERS CAULK BETWEEN WOOD BUCK a MASONRY OPENING BY OTHERS SECTION I WINDOW WIDTH - ELEVATION VIEWED FROM EXTERIOR I n7 7i_CX aT- I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR L MITI B. Gmbi Rd.. Cmr 061, TIE - 75M • P.D..ba 819022 • Ddim, TE 75Z DAwK.G N;SCRITI. INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW PlAvrr n n.n x. urc . BB N/A v ... DVA.W6A 3/20/02 B I GEN-0025 SHEA nwGBYCTHERS-1 CAuLx BEHIND FIN EXTERIOR FINISH BY OTHERS PERIMETERCAVLKByZITHERS FN TYPE — FRAME HEADER 1' MIN EMBEDMENT ICLAZINC (TYP.) EXTERIOR SEE NOTES FIR TYPE J FRAME SILL PERIMETER CAULK J BY OTHERS 6 NSTALLATION J ANCHOR SCREW (TYP.) EXTEROR FINISH BY OTHERS CAOCX BEHIND FIN — SHEATHING BY OTHERS BUILD DOWN BY OTHERS r F6 INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REOM. SEE NOTES 4/( MAX. ISHIM SPACE II)) DESIGN PRESSURE CAPACITY OF WINDOW A INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING O.C99 IN. OIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. R 6' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME .OPENING WITH TWO BY WOOD STUDS. USING l6 SCREWS OF SUFFICIENT LENGTH TO. PROVIDE MIN. 1 N. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX. FRO. CORNERS .& 71" CC MAX. BETWEEN. A) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 5) WINOOW FPw E MATERIAL: µNALLOY LOT6063. IS, USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR FERIUETSR SEAA AROUNO EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1JOO GLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILDDOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 10) ELEVATORS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. TINS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE T100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORE DA B.U.A. F. MANUFACTTJF3ER NAME: MASTERTILE ILE # WINDOW r• _- WINDOW WIDTH HEIGHT WINDOW HEIGHT T/ t' MAX. SH,u SPACE SHIM AS REOM. L. 1/t MAX. 94. SPACE TWO BY FRAMING S- AS REO' D. BT OTHERS FIN TYPEtPMUETER FRAME JAMTBEDMENT SHEATNG Br OTHERS GLAZING ( TYP.)( BEHIND FNSEE NOTES RIOR FINISHBY OTHERS LLATION SCREW (TYP.) K BY OTHERS SECTION 2 I.. WINDOW WIDTH I=i 0• O WINDOW f O? l OHEIGtit .O 2 / 2 o I'I SEE NOTES ELEVATION VIEWED FROM EXTERIOR 1 IMN. i X FRAMING EMBEDMENT BY OTHERS SECTION 1 d3? A-cz ELEVATION VIEWED FROM EXTERIOR aa I EY Ea _ 3/11/02 1 B GENOC2o CAUEK BETWEEN WOOD - - ONE BY WOOD BUCK & MASONRY BVCK BY OTHER OPENING BY OTHERS INSTALLATION ANCHOR BUCK WIDTH 1 d/E`D MIN. 1/16- CIA. TAPCON EMBEDMENT ONE BY W000 BUCK BY OTHER FLANGE TYPE 1/4 SHIM SHW AS REO'0. Seal AS READ - WINDOW FRAME SPACE uAif. (SEE NOTES) CAULK BETWEEN MNOOW Q ( SEE NOTES) JAMB FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING CONCRETE Q BY OTHER MASONRY OPENING i 1/1 4IN. Q BY OTHER ENBEDMENT 11 INSTALLATION ANCHOR 1 3/16- CIA TAPCON PEIuETER CAULK I a BY OTHER$ CAULK BETWEEN 1 WOOD BUCK & 1/4- MNOOW MOTH ^'i MASONRY OPENING EXTERIOR FRASH SPACE MAX. BY OTHER BY OTHER EXTERIOR PERIMETER CAULK CAULK BETWEEN EXTERIOR BY OTHER wIN00W fT..AF1G1: FINISHBYOTHER woaq-BOGx j FLANGE. TYPE WINDOW FRAME BUCK HEADER HEIGHT SECTION 2 M OW EXTERIORHEIGHT MlM DIFLANN FRAME ANCHOR (TYP.) SILL H J K PERIMETER CAULK - C 0 BT OTHER WINDOW HEIGHT f 2e + PRE CAST SILL BY OTHERS . CAULK BETWEEN WNDOW FLANGE A G ' PRE CASTSILL WITH VULKEM T EGTION 1 115 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT . NO7E5: ' WINDOW 1 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX WIDTH ALLOWABLE SHIM STACK TO BE ,/4' ELEVATION2) WINDOW FRAME MATERIAL: ALUMINUALLOY LOY6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE PATH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR k) APPLICATION OF VULKIAL 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY MIN SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE - 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS-OF ASTM E1300-CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. T). GENERAL ALUMINIUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENNG USE _ AVV CIA I SHOWN ON CHART, SUFFICIENT LENGTH TO PROVDE MIN.1-1/4 EMBEDMENT NTO SUBSTRATE 9) SCE CLEvATIONS FOR KEY TO TAPCON LOCATIONS. t0) INSTALL /6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MN. EMBEDMENT INTO WOOD BUCK AT ALL ' FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAN717Y LISTED MTH NEXT LARGER LZE. ' COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARTI 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 HA A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B,F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 I.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 4D H,K A,G 72 x 42 40 40' H,K A,8,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K B,C.0.F,G FLORE DA B. ®.A.FW MANUFACTURER NAME: e ag 6cF? l 4!kl I-l'( ?'4 V gbj' MASTER FME # . g 1661 r. CmmT li•Fan bm T7 7SM-PI. In 819M -0IK U 7SA1 INSTALLATION DWG. MASONRY W/ ONE BY BUCK SERIES 1480 MODIFIED HORIZONTALLIDER SWINDOWDWN CHW0 M:AK I . BB N/ A I- DAl'[ Dw WD NAM[ M 3/ 20/ 02 I GEN002Y. fir: WIWAKt ttO000r .', Tp wR1W.rq.r Mr W+tt txl K.r.+Da rte.c• A1Y ••04 HW+) b>-aw r.a l•M O-alY CAULK BETWEEN FIN SHEATHING 2 X FRAMING SHEATHINGt EMISEHDI.AEN BY OTHER BY OTHERS BY OTHERG CAULK BETWEEN 1/4• MAX. I SHEATHING & FIN g9 SCREW 'NSTALADON SHIM a REOD Shull SPACE SEE NOTES) BY OTHERS A.NCHOR (TYP;)2 X FRAMINGEXTERICRFINISHBYOTHERS FIN TYPEBY1•MIN. OTHERS WINDOW FRAME EMBEDMENT CAULKSHIMSPACE 1/4• MAX JAMBPERIMETER ryeBY0TER SCREW INSTALATION FIN TYPE ANCHOR ( TYPYKNOCWSREO'D FRAME HEADER NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW XT RIO PERIMETER CAULK HEIGHT BY OTHERS cX RI FIN TYPE SECTION 2 WNOOWFRAME SRL EOUALLY SPACE ANCHORS (TYP. 0& 6 MAX.(TYP). 6" MAX.(TYP) SILL STOOL BY OTHER JAMBS) PERIMETER CAULK I- 1/4• WPAX. I. SiOTHER9104 SPACE SHIM AS REO'D B SCREW (SEE NOTES) WINDOW \ INSTALATION HEIGHT \ ANC -OR (TYP.) 2 X FRAMING BY OTHERSEXTE\ F:NISR:OR BY CAULK BETWEEN EYO"HERS WINDOW FIN & SmEA-•) ING SHEATHING Lr i- BY C"HER 1 MIN. EMBEDMENT--' L SECTION1NOTS: 1) SQL! AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WATH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4•. 2) W...DOW FRAME MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT MEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW FF. ALIE. 5) GLASS THICKNESS MAY VARY PER THE REOU12EMEVTS OF ASTM E1300 SI\ GLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 6) ORIMNG APPLIES TO INSTALLATION OF FIN FRAME WN:OW W WOOD FRAME OPENING W"- TWO BY WOOD STUDS USING 029 MI DIA Na5 ^_ ZI SCREWS OF SUFFICIENT LE`.:TH TO PR:WDE MIN. I' EMBEDMENT INTO SUESTRr._ 7) IF -!ACT WNO•JW 92E IS NOT USTED IN CART, ':SE ANCHOR OUANTITY LISTED WTN NEl LARGER SIZE. B) 6C'.?AL ALUWNUM S 1160 SERIES HORIZONTAL S' DE :S SMOWI. THIS PRINT ALSO AP --' ES TO Tr_ 19BO INSULATING GLASS MORIZO11TAL SLIDER SERIES 2 ANCHOR ( TYP.) I COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSURE jB SCREWS REOD. .D99 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMS & SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 1 .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 15 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 1 40 L 4 J__13--L 7 15 7L. pL NT}1`q" 1T L.f3` L T 1'F•171T.O7 Y7 T A B.,O.A.0. 1711' 11iU t1c IJiL.ER NA YJM : MASTER FME # 9; Iky WINDOW WIDHT ELEVATION ;...^ .' pil+/•(. 1'''• i r/.. IW1 Y. hmb}. 4.CW.MWL is 15004.t.0. Im 41407A •OisA R 7571 VIEWED FROM EXTERIOR`."• F INSTALLATION DRAPING WOOD FRAME STRUCTURE SER: ES 1ISD /1960 MODIFIED HORIZONTAL SLIDER BB N/A T DRN NUMWCR Q3 a• uoT a TR 103/I1 /02 GEN-0022 aAzo. n r we :Ew.br .l YT )!4 K.i.gv !LLwO. I))•f •JK (W^ ARf-l:IS Iu l•4TI G-9MA INSTALLATION MULLION ANCHOR' ANCHOR — TYP.) BRACKET MULLION ANCHOR BRACKET — CENTF.AL FLORIDA B. ®. MANUFACTURER N o WINDOW FRAME JAMB TYP-) DWG No:- GEN-0452 6A d MULLION I II I DIE NO. 1445 I II I I kl i II I II I. INSTALLATION ANCHOR TYP.) JR FME i Q 8 SELF TAPPING a ° SMS (TYP-) o SUBSTRATE MULLION DIE NO. 144.5 SECTION A- A v EXTERIOR ELEVATION U_-i ' I SEE NOTES a ° C iia ° i #2 & #3 o —a-- v SECTION B- B NOTES: 1445, U WHOEN INSTALLATION USEDTO MULLL S NDETAILS GLEAPPLHUNGAND OR ALUMINUM PICTURE BWI MULLION SIDEIEBYO 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 TL FIN VERTICAL MULLION INSTALLATION DETAIL 1445ALUMINUMTUBEMULLION, DIE N0. ORN: JS APRVD: _ _ — DATE: 3/17/02 AREA ---- MATL: DWG NO: WT/ FT: SCALE: HALF GEN-0452 PHONE 407-805-OSBS FAX 407-805-0388 PREPARED Or. .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWy. HEATHROW, FLORIDA 32746 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION' MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.260 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125. 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON'r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 8054)3651 FAX 407 805-0366 CA020039 12- Jan-2002 01- 1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 1609 1497- 1497 1497 1497 1497 622 515 486 466 465 465. 38.375 331 262 241 219 203 203 50.625 220 200 180 164 162 54.625 279 211 192 172 156 153 55.625 268 158 143 127 112 108 63.000 204 153 117 106 92. 79 76 72.000 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH. AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 250 FEB.19i 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-OM I FAX 407 805-03W A If GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53' 125 73000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515. 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 268 211 192 172 156 153 48.000 204 158 143 127 112 108 60.000 153 117 106 92 79 76 72.000 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA. 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 vrr%P Tvv: q-0451 MULLII ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP.) 8 SELF TAPPING SMS (TYP.) IV[ V L-LI ON DIE NO. 1446 SECTION A- A MULLION GiE N0. 1446 s INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° ' #2 & #3 e SUBSTRATE / A A SECTION B--BL-B - : 06 CENTRAL, FLORA B y^y ® :W = • . MANUFACTURER NA o j'J EXTERIOR ELEVATION '-nrE,L ,4 t.," /A vr MASTER FILE # 5' 3 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND. OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP . SIDE. 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 DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO, 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRvD: — — — — DATE' 3/1 ?i'r= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD — WT/FT: ---- SCALE: HALF MAIL: ---- DWC NO: GEN-0-51 PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PNWY, HEATHROW. FLORIDA 32746 ?NONE 407-BO5-0363 FAx 4C7-5G5-0Ic5 MULLION ANCHOR BRACKET - v'S i INSTALLATION ANC: AR SHIM AS RL O 0 D8 SCREW SHEATHING TSEE,NOTESI By OTHER CAUL) BETWEEN DOOR FLANGE TWO BY WOOD L SHEATHING BY OTHERS U I 1 r1/l• MAX. SHIM SPACE 1 I311""•J 1-1/8• HIM. • EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK Br OTHERS SLIDI D NG u W TEMPERED IGLASSCTYP.) DOOR i`uLTi'•.B HEIGHT 7? GLASS GOR .F SI'LLL 0 EMBEDMENT D N A O A 1-1/4' HIM Q s p D LIBERALLr APPLY C Al,1KING LSILL CR SET SILL.L. IN INBED !N$7ALLATI i1 ANCtiCR ` ^ Or C:NCRETE 3/16• DIA. TA7CGN /V SECTION ' A -A DCO2 WIDTH " /A• MAX. SHIM SPACE TWO By VGDD 1- 1/8 MItL BY OTHERS' EMBEDMENT SLIDING GLASS DOCK FRAME JAMB SLIDING GLASS DOOR SHIM AS REO'Q HOOK STRIP SEE NOTES) ro.,/ iNSTALLATIGN AHC?CR LB SCREW TWO By WOOD BT OTHERS CAULK BETVEEn HOOK STRIP L SHEATHING INSTALLATION ANCHOR L 1-1/8• HIM. R8 SCREW EMBEDMENT Z TEMPEREDGLASS CAULK. BETWEEN CiT' DOOR FLANGE ' L SHEATHING SHEATHING BY OTHERS SHEATHING PERIMETER - BY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO. <TYP.a STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL E 1 -TERI r u IMsrALL Di 1-IA DsrtaE. T p 7NSTALLAT 1 SILT S1 USE SILICON I: fA 111 Ll P C KT WLAR4-R T Tl rOl PO[cET r B B GLASS INS UGLASSTHIC71 DOOR OMIT O1 UAM / TIL II, SM{M AS RE ID1 ALL INSTAL EXTERIOR ELEVATION t] 1 v.CRE •r COWIGARAT IWAT 2 PANEL DOOR SHOWN lv rI<oASER LuwuuM ALLm Lana TDTCREVSla1TTDE ,r AirXMMT LENGTH TO ACN[Ev[ qN ENBED•CMT IMYD WOOD. TAPCO. TTPE NNSTALLATtOM ANCHOts AT SILL MUST K OF Ihi C1wTEVE MtK fM M[L VA• INTO MASONRY OR CONCRETE, LNIZCDKRTLIEcz ![HIND DOOR rL cc, AT MEAO L JAMiS lZEDKRTIiCCALLATORPERIMETERSEALAROINOElCOOA.. CCIZ SIZE IS MOT LISTCD IM AN Imam CHART, 2 AMEM7R OUANTITT LISTED VtT NEXT ZE• rSI TME AATR ,Ia acmd, RCS. RED'0. OOQI SIZES USE CLOSEST IT ASS DOOR SIZE L COW{(ypTAtD7N TO FIKSHCD Iy[ND6 TALL, ItGN ANCHORS. IN rRONT Or HOOK STRIP AS MOWN RMES% MT VMT PER REDUIREMENTS K ASYM CIOW GLASS CMNITS. ISAPPROVEDUSINGTEMPEREDrAASSIMSINGLEGLAZEDORINSULATINGG.ASL L COINER% ARE TO K SEALED WIT. A SMALL LINT SCAN % ALCR C0. AT CA SET G INSTALLATION ANCIOIL MA. . ALLOWADLE MIM STAG TD DE I" lA,,CM AMEIVRS RUST K w0[ Tt CORROSION RCS(STANi MAT[RIALS. - REPRESENTSMOVINGPANELAND •O- REPRESENTS rt.CD PAAEL APPROVED IC. S ARE AS LISTED ON ANEIGR CHART ON I." Or 7MIT SMEE_T. C-jf(WRATI['M LISTED .LOVE ARE SNOW. ON THIS DRAWING. N kMVER INSTALLATION A_ A•- •D-D• L NOOK STRIP %TAIL AP LT ro IMSTILUTII71 ALL APRRO'/En XTRUDERS = SERIES SLIDUC GLASS DOGR IS DOWN THIS PRINT ALSO APP•.SES TO tES AND DW SERIEL INI F L P I ARRS INT. SANFUIRD F LA l TITLE: SLIDING GLASS DOOR INSTALLATION WITH € 8 SCREWS V DP. AWN BY: 33 APPP.O TD BY: 2002 I , I ATE: I'e: /GiISCALE: ws JDKG JFLECI:z7 S:.- 1 s REVS DESCRIPTION DATE I 8 SCREW INSTALLATION ANCHOR .CHART NOMINAL DOOR. QUANTITIES IN HEAD &.SILL OUANTITIES IN EA. JAMB QUANTITIES 1N EA. HOOK STRIP SIZE AND DOOR SIZE UP TO 46 PSF TO 61 PSF TO UP TO 6 PSG TO 61 PSF TO 70 PSF UP TO 5 46 PSF TO 60 61 PSF TO 70 CONFIGURATIgM 45 PSF I ea PSF 70 PSf 458 PSF EO 8Sf 4 Sf NSF a068 Xx, Ox. XO 48 X 80 6 6 6 8 a 8 4 4 a 5068 XX, OX, XO 60 x 80 6 6 6 8 e 8 4 a 4 6068 Xx. Ox. XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 xx, x. xO 96 x 80 10 10 10 a8 8 4 4 a 10068 xx Ox. XO 120 x 60 6 6 l0 10 . 5 • 5 5. 5080 Xx, Ox. xQ 60 x 96' 6 8 8 l0 10 10 5 5 5 6080 xx. OX, XO 72. X 96 8 10 10 to 10 10 5 5 5 8080 XX, OX, x0 96 X 96 10 I0 10 10' S 5 5 0 80 xx X x 120 x 96 ' 6 6 12 t2 12 6 6 6 50100 XX, Ox, x0I 60 x 120 6 8 8 12 12 12 6 6 7 60100 XX, OX, xO 72 X 120 8 12 12 6 7 8 xx x x 96 x 120 12 12 8 8 e 4 a a 9068 XO 109 l/8 X 80 12• e 8 8 4 4 4 12068 OXO lay 1/8 X 80 la, 14 14 88 a 8 4 4 4 15068 OXO 181 1/8 X 80 16-:. 16 16 10 10 9080 XO l/8 X 96 12 12 12 IO 10 10 5 5. 5 12080 Ox0 145 1/8 X .96145 14 l4 14 10 10 10 5 5 5 15080 OxO l81 1/8 x 96 12 12 12 5 7 8 901oo Ox 109 1/8 X k20 12 l2 12 12 12 12 5 7 8 120100 OXO 145 1/8 x 120 4 4' 8 8 8 4 4 4 9068 XXX 106 5/8 x 80 12 ' 12 212 8 4 4 4 12068 xxx 142 5/8 X 80 14 14 14 8 8 8 4 4 4 L5068 xxx 178 5-' x 80 10 10 10 5 5 5 9080 Xxx 106 5/8 X 96 12 12 12 10 5 5 12080 xxx 142 5/8 X 96 14 14 14 16 10 t0 10 5 5- 5 15080 xxx 178 5/8 x 96 6 12 10 1 1 6I 7 990100xxx1065/8 X 120 12 12 e l2 I 12 5 xxx 142 5/9 x 120 a a 8 B8 8 4 4 10068 OXxO 119 5/8 x 80 12 12 12 8 8 4 4 4 12068 OXXO ta3 5/8 X 80 14 l4 1< 8 8 8 a 4 a 1606E no. 191 5/8 x 80 18 I8 18 0 I xx x b 12 t2 12 la 10 10 10 I' 5 5 5 12080 OXXO 143 5/8 X 96 14 14 t8 10 10 10 5 5 5 16080 OXX 191 5/8 x 96 18 18 12 lc 12 1 b k100t00OXX it. /8 X 1 0 12 12 12 6 7 I 8 120100 OXXO 143 5/8 x 120 14I 14I Ia 12 12 12 6 7 8 160100 GXX 191 5/8 X 120 18 18 19. 4 4 i XXXX 12068 XXXX 4 I '1411 1/4 X 80 12 I 14 12 I 12 86I88 4 4 4 4 4 4 1606E xxxx I89 1/4 x 80 16 114 I6 8 t I t 10080 XXXX Ili 1/4 X b l2 I 12 12 10 10I I 10 I 5 5 5 12080 xxxx ai 1/a X 96 I la i to 1< I 10 10 l0 5 5 16050 xxxx 189 1/4 X 96 16 16 6 12 12 2 I 5 8i00100XXXXll1/4 X 120 12 I l2 12 1< 12I 12 11 c c_ Q 120100 XXXx 141 1/4 X 120 14I II 14 I 12 1 12 7 Eo014C xxxx 189 1/4 X 120 15 16 l9 fL ANCHCR NETES' MASONIC, NSNG J/T\.'0 y w—u 3UC< USE SAME NCHGr f _ N FLORIDA E T. -IN. IN . IN, SANFOF.O. 'FL. Ts SLIDING GLASS DC0R INSTALLATIONTION w'1T- ^2 SCREWS cri.cn BB i2/2i/01 z_:r•.x =-V KT at .a FL_x_Cc7 CIVI_ CONCRETE OR SHIM " Pr•D•D INSTALLATION ANCHOR MASONRY OPENING (SEE tFiES) 3/16' DIA. TAPCON v D-NERS INSTALLATION ANCHOR CAULK BETWEEN RB SCREW (TIP. WHERE DOOR CL4NGE CAULK ?ETVEEN ONE By vpOD TAPCDNS ARE NOT REO'DJ L WOOD, BUCK PERIMETER IkWOODBK L BUCK BY OTHERS CAULK BT. ' NAS'Y. OPENING OTHERS BY OTHERS 1 1/4, MIN. EMBEDMENT STUCCO 1 SLIDING GLASS CR 4 DOOR FRAME BY OTM p ' 1/4- MAJAMB HAIL SHIM SPACE 7TE. PERED GLASS TYP.) INSTALLATION ANCHOR R9 SCREW (TIP. WHERE ' TAPCONS ARE NOT RCD'DJ SLIDING GLASS PERIMETER DOOR FRAME - CAULK BY HEAD OTHERS SG- D. WIDTH TEMPERED GLASS ( TYPJ' DOOR HEIGHTSLIDING GLASS DOOR FRAME jII SILL D EMBEDMENT D 4 . 1- 1/4' MIN. 1I IttG L- 1/4' MAX. SHIN SPACE 1 1/4' MIN. EMBEDMENT I 0 I- ONE BY WOOD 1 BUCK BY OTHERS CAULK BETWEEN C WOOD BUCK L HAS' Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. IAPCON G CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR KAS13NRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY' OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/ 16' DIA. TAPCON - WOOD BACK L MAS' Y. OPENING 7 BY OTHERS V CAULK BETWEEN SLIDING GLASS DOOR HOCK STRIP L HOOK STRIP V WOOD BUCK 1 1- 1/4' MIN EMBEDMENT Q Q T fi[ . BI WOOD RS BUCK BT OTHERS STUCCO 7 BY OTHERS kmv4iil' XJLL ,& B.Q.,".TEMPCRED GLASSJ Y(1T1ip,l ATT7c+Yn r., (TYPJ SECTION D'"£ Yt/r ALl\\RER • SLIDING GLASS DOOR INTERLOCK MASTER FRX # z HOOK STRIP DETAIL A U OOCII HATCRIAL. ALUM114M A7.LDT 4061 . b Of ri11IC1CM L.I. TO KMIEVC KW. CnBCDriNT OF 1-1/4• INTO KAMM' OR COMMIE. ALTERNATE IAPCON IHS7ALLAIIOM MCIOti FRONT TO BACK INALL FRANC MENS"S. 4) TAPCUK ANCHOR CHART ON RACK Or THIS OEE7. W USE MICOMIIED ACRYLIC CAULK REMIND WOR fLAWA AT HEAD L .ININ UUSESILICO12EDKR,LIC CAULK FOR PERIMETER SEAL AROIMD EKTERIOA O< 000. q3i 77 L EKKt DUO( 512E E HOT LISTED W ANCHOR EMAAt. USE AIC1 2 QUANTITY LISTED vlin N[At LARGERSIZE. FOI iK uSE CLOSE DESIGN ROOOR S E L BlfORPD(JCE7 DOOR SIZES uSE 0.05CSTBYPASS D001 SIZE t @fIFAAATIDM TD'fINlSK00PCMlxfi' TAPCN S. IN fi)vA or R R LAKE AS SWUN GLASStNICKe1ESSNATWARTPERREOUIREIENTTWASINCUNC GLASS UMAR7i ID) All fKTDRY APPLIED MOLES HOT DESIGNATED FDR TAP[DN ANCHOR SIQ10 BE FILLED W17n XR TCRCWL O< SUFFICICN7 LEMGTN TO ROViDE NIX S/1. EMBEDMENT INTO WOOD ILI, 1it, 2)- R wISILL CORNERSROv ARE TD a SEALED WI7M ACRED GLASSMSnLJOINT2SEANSEALEREDOR . CA.ASL I] I SHIM AT RED•D. AT EA. •ET a INST ALVtIDM AN[HI1Ri MAX ALLOWABLE SHIM STACK TO DE I".' I. ALL INSTKLATION ANCHORS MUST ; MADE C6(ROSICM RE::fTANT HATCAIALS. HIS A A C17NflwNERCURATIO4S FSEKIS AREASLISTED ON AKNOR CIWI7 PON SHOCK pfXTHl1 SHELC APPROVER IL) HOT ALL COIL IGWAT{ONS LISiCD ARDVC ARE SHOWN ON THIS DI)AV IMG. HOWEVER INSTALLAIIDN EXTERIOR ELEVATION SECTIONS -A-A'. 7-2- L H= UP DETAIL APPLY TO INSTALLATION OF ALL AP RDYED 2 PANEL DOOR SHOWN CD14'1Gul*R% i 17) INSTALL OaC TA/CDN M EACH PAIR 6 FKTORT APPLIED INT:ALLA710N .ni re VHICSi HOOTED OTMER, 11C ON ANCHOR CHART. SEE LACK OF IMIS SNEET. ALO) APPUCS TO 1R) fLDRIDA EXTRUDERS 1900 SERIES SLIDING GLASS DOOR 1I S)AWN. THIS PAINT not) SERIES AND SDD SERIES. ' PDESCRlPTIOINI DATE INI EXTRUDERS APPLY °.:._ F L D R I D A. INT. INC.. sANFORD FL. CAULKING UNDER SILL OR SET SILL IN ?LD INSTALLATION ANCHOR I TITLE: SLIDING GLASS DOOR OF CONCRETE 4/16' DIA. TAPCON SECTION A —A I I INSTALLATION WITH TAPCONS I I DRAWN BY: BB I APPROVED BY": 1! Ir.+L I . 1 1 n.wT.1f) /7S /fll Icr.1 C. AiTC m..r r, rvnn 7) a C 2 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EQ'D. IN BOTH FACTORY. APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE REWD. 2) -DI' MEANS, INSTALL TWO TAPCONS IN ONE SET.OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) '1)5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) -D6' MEANS, INSTALL SEVEN TAPC12NS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A. FIRST ADJACENT`T INTERLOCK DR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS 1N HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS, A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY. AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. 10068 OxXO ' 119 5/8 X 80 6 6 7 (DI) 4 3 4 5 I2068 OXXO 143 5/8 X 80 7 7 8 (Di) a 4 3 4 5 16068 OXXO 191 5/8 x 80 9 t0 (61) 12 (D3) 4 4 a 1 d XXIJ7/b 7b b. 6 7 (D1) 5 5 1lot5 4 I 6 I 6 12080 OXXO 143 5/8 x S6 7 8 (DI) 9 02) 5 5 5 4 6 6 16080 OXXO 191 5/8 X 95 9 n ) 4 ( ) I 7(v I 6 I 8 10I93ID7) A ' 6 7 (DI) 6 B 10 160100 OXXO 191 5/8 X 120 10 (DI) 04) 16 n 1 xxxx 1 /4 X 6 6 4 4 4 4 a I 3 I 4 5 12068 XXXX I 141 1/4 X 80 7 7 I 8 (D"1) 4 4 3 4 5 i6068 xxxx 189 1/4 X 80 9 (DI) IU 11)2) 12 (D4) 4 4 10080 xxxx I) 11 1/4 x b 6 7 ID 15 I 4 I 6 I 6. 8z(D7a) S'(D2s) I 5 16080 xxxx I 189 1/4 X 56 9 (DI) 5 D1) 6 8 l0 100100 xxxx 11 1/4 x 120 t 6 7 DI) 6 6 6 6 17 (DI) I 6 I 8 10 IM00 xxxx I 141 1/4 X 120 7 18 (DI). I 10 (D3) 6 I 6 7 tDl> 8 l0 160100 XXXX 189 1/4 X 120 i0 (D2) 13 tD5) 15 (D7). EXTRUDERSFLORIDAINT. INC. SANFORD. FL n- SLIDING G+_ASS DOOR TAPCON GLASS CHART BB CiVII sc+ N.T.S. 4 • GENERAL ALUMINUM CORPORATION FLANGE VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S,V SIZES ALUMINUM MULLION, DIE #1446 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 7.05 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 7*9 nnn 45 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 CA020035 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 fq FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 4.8.000 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 CA020036 SUITE 250 HEATHROW, FLORIDA 32746 JAN. 11, 02 01-1201 PHONE 407 005-03651 FAX 407 806-0366 F_ . DWG No: GEN-0453 SEE NOTES ~1 D d MULLION INSTALLATION ANCHOR ANCHOR D BRACKET O TYP.) WINDOW FRAME SILL 8 SELF .TAPPING CTYP,) SMS <TYPJ MULLION D c 1-7/8" INSTALLATION ANCHORBRACKET. v ANCHOR TYP.) a D MULLION DIE NO. 1447 _ _ a Rlb FLB. . 2. SUBSTRATE v. 1 CTURER NAME: MULDIE a NO. 1447 NC/ RL- L U D 1- 7/8' WINDOW HEAD TER FILE v a FRAME TYP.) SECTION B- B D SECTION A A ) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, INDOWS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WHEN SUBSTRATEWITH 3/16' DIA. CONSTRUCTION, ATTACH MULLION TO 2) INMASONRYCONCRETESCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-114' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3) IN OF SUFFICIENT L'TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. B B 4) MUL,LION ATTACHMENT 'IN SECTION B-B IS. TYP. AT .IAMBS. GENERAL ALUMINUM- CORP.. CARROLLTON, TEXAS TITLE. FIN HORIZON MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 s° E AREA DRw BB AaavD. _ — — — DATE, 3/17/02 DWG NO, 00 at WT/PTr SCALE HALFGEN-0 MATL, — --- 453r PgSy, pEp.. v mJCt tECFw0.0G7P.. 250 1NTERNATIONAL pKvr., rrcAtHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-B05-.0 ZPi cTk rl GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. Vii 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 "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 pNG r o:. 'J-04 0 MULLI( ANCH( BRACKI WINDOW FRAME JAMB TYP.) STALLATION J CH OR YP. ) 8 SELF TAPPING SMS (TYP.) M U LLILJI11 DIE NO.. 1448 SECTION A —A rr— MULLION I DIE. NO. 1448 II Ii II II I I1 I INSTALLATION ANCHOR TYP.) SEE NOTES a ° #2&#3 a I o o v -- 7 SUBSTRATE A. Lj A SECTION B-LJ LENTR-A-L FLORA B.O.A. F NAME: EXTERIOR ELEVATION MASTER FILE at NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG .AND OR PICTURE WINDOWS SIDE BYEAREA: NERAL ALUMINUM CORP.. SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16'.VERTICAL MULLION INSTALLATION DETAI_ DIA. CONCRETE SCREW AN OF SUFFICIENT LTH. TO ACHIEVE 1-1 4" MIN. MINUM TUBE MULLION; DIE N0. 1448 ' EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 ORN: JS APRW: -_-_ 3/1%/E SCREWS OF SUFFICIENT LTH. TO ACHIEVE t-3/8" MIN. EMBEDMENT INTO WOODMAILFRAMING. SCALE: HALF ---- GEN-0*5 PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT. HEATHROW, FLORIDA 32746 PHONE 407-605-0365 FAX 407-! 5-C_`f'! MULLION ANCHOR BRACKET - GENERAL ALUMINUM CORPORATION FIN a VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 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 79 nno 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 8054M I FAX 407 8054M GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &Zoe FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 5.7 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 80"3651 FAX 407 805-0366 motes 1. TESTED IN ACCCRDMTE WITH STA DARP BJILOING CCDE, 040TER 17. TO A POSITIVE AID t•ECATIYE 37.5 PSF. 2. DASH KhnM RD'RMa4T VARICI.6 SECTION HEIGHTS. 3. 1" SECTION 7• HIGH DOOR 9-DY4. 8• NIGH DOORS KAYE FIVE SECTIONS. 4. SECTION KICHT OF 20.812. 19.00 k 16.75 ARE AVAILABLE AND ANT 13E ISED-IN C0.91NCTICN TO A0,4IEVE VARIOUS 1EIGINT 0066. 5. DM3OS%C TT PATTERN OF 14.50 X 20.375 SHM. ALTERNATE PATTERS OF 12.50 X 43.375 AID 12.50 X 20.375 MAY BE IEED. 6. TORSSCH SPRINGS SHOW. EXTENSICN SPRINGS AVAILABLE. 7. USE THIS 81140CET, REF. Pm 405964-0002. ON 8' HIGH DCXRS ONLY. 8. WINDOHV MAY BE INSTALLED IN THE T(P SECTION O2 TFE SECTION IM1.£DIATELY BELOW TFE TOP SECTION. 2' X 6• WOOD JAMB 2•. X 4' WOOD JAMB OR EOUI VALENT N-405964-0001 1/4• TRAOG BOLT 5/16 X 1 3/4' Li 5' REF LAG SCREW DETAIL 'E' SCALE: t/88 9. THE STRUT PLACD.ENT ON DCAtiS C, 1STRLLFTED WITH 5 OR ACRE SEC71ONS KST BE nra CDSISTENT WITH THE DOOR SHOWN. THE STRUTS FO4.Tfi ADo1ilO4AL INi FILE RTI SECT IONS ARE TO PLACED AS SH•IDwN ON T1E THIRD SECi1C7N. 3T E.R REv TO. TIE STRUT PLACD.ENT DtkfMICN ON ALL SECTIONS LESS THAN 20.812- µµi - RECU= BY THE DIFFERENCE BETWEEN THE ACTLIAL SECTION FEICHT It 20.812•. 11. SCREV Pm 605911-0001 IS A 1/4' CIA X 5/8' LO*IC TYPE AB HEX HEAD METAL SCREW 12. POST TO BE INSTALLED ONLY W/EN HIGH WIND WAFV41NGS ISSLED. 13. STRUT PLACB.EMS 6V4 VARY .3-. 14. 0-1A41ir FOR l0C'XS CAN BE 0, 1, OR-2.11l_ rsII TRA4X 998 Eno HINGE 2. 093 000 VIEW ' D-D' vB• DsB 2' TRAOC 049 THX OVERT ICAL) I LLER 31/ 8 SECTION ' C-C' 2' X 6' WOOD JAMB z? x 4•.wooD' JAA9 'D' SCALE: 1/2 C$ EO. IVAL ENT. - F IXTLRE I OPTIONAL WINDOW.DtTAILIJ SCALE: 3/32 IZalTAL M' c. - I 905964- 0002 407505- 6003 I405964- 0002 © i. l SHIra. 1 T04T.. I ... _ . _-• --. INa1. 046C50 003 404828-0003 TYP 2 PLCS 5. 06 36.00 E • B• 'B' WT, STADARD TRACK DETAIL FOR 16' 405nT-0007-' Pm 409327-0001 404628- 0003 SCALE: 1/16' • 1' 16'-0' MW,X. WIDTIa SCALE: 1/18'wt• _ SERIES 280 TFRU 289 ARE EQUIVALENT CCIVSTRLCTION 25CA STEEL INTERIOR ELEVATION SERIES 780 ARE S4W CpVSTRLC ICN AS SERIES 280 oNLY 24CA STEEL AND ETD CAPS COOK TESTED WAS 251 SERIES. DOOR WIQTH CENTER STILE STILE ICI STRUTS/SEC'T. I ROLLER YERTIAL LFTEi) Ew CIJPrQG16' 3 BINDLE 7E5 F fi102-.X 7/16• DO- I . Too K a W woa m)WI}t IMO•wIIW a Wwt W m HW HK wean s wwe m mwwro Wwm w rAla .ea.a ww_ K. w w a olmee a i m •war,eHHwc ww• M W,WOW IOm.•IWG K PIW1 DETAIL ' F• SCALE: 114 16• WIDE) CENTER STILE P/ N 408680-0004.5.6 3 PLCS) 2 A' SEE NOTE4 L nn l 7/II' TW. SECTION ' A -A' SCALE: 114 F. 061601- 0000 .1 - DESIGW oAD A• 25 PSF ± 21. 88 " cr-o• s),NorII4) TEST LOAD 37. 5 PSF ± II - oY kMX. If I GtiT 21. 57<4 k x405771- 0002 - 'f 404828- 0004 t r brr'': SERIES:: t 1' e r• r Y. ` M.YON1.$ 01/13195 REST 55T L DR -q• AAAX WIDTH. WIN4DL NIA - DAVID FA 02/79/98 w..W o- 409c 35 m rws• ro rta'a, rww a. '•'w NONE EACH pAV ID FAjt 02/19I9II , } II 1 m J? A 4 0575 1 3/4R w/ 4-5/16 X O 1 3J4• LAG SCREW 6.04 P/N 409328-0001 PLATE.HASP 927fiG T1 . f06 iHC. . 1 23 /J2 070 MIN- PAN 401199-0001. TOP FIXTL.RE ATTACH TO DOOR WITH 4 SCREWS PM 605911-OD01 SEC'FT( ION I 0575 REEF T 0 0 O 0 6.00 1 O O JJ-- L-5.0" P/N 409331-0001 PLATE. FLOOR LOCK 1/4-20 }HX I I SECT ION ION 7'H DOOR ELEVATION . SHOWING FLOOR KATE P/N 409326-X100I POST ASSY, VERTICAL 091 MI" -I-. 0 O 7 ELI O o O O 2 7/16' P/N 405771-XXXX Bo-r. FIXTURE FOR 150/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2 9/32 . t-..070 MIN OQO 3 3/16 O 0 o-00 7/1 P/N 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS PIN 005911-0001 2.765 .56 olA e 3.00- .375 DIA P/N 508069-0001 PIN 25 .LENGTH + DOOR WIDTH 1 7%8 — 515 MIN TW PM 400650-7OD(X. ROLLED HS-X STRUT PART NIABER IN.THK STRUT 400650-0001 .030 HS-1 400650-0004 .020 HS-0. o o o .2T 11/116N' O _ O J 4 5j/8' , P/N 061601-0000; SLIDE LOCK ASSY L•—{ r--l-1 3/4' 1-4 3/6•1 1 3/4-7" I070MI 0 Q 0 FF108M(N-4- 103 MIN-4- 3 3/16 C• PIN 405964 h 046450. ERAC75ET, SCAB P/N t05984-0002. BRACKET, SCAB JOINT O O PART. N'.MBER PM 407805-XXXX, EM. HINGE 405964-0001 046450-0003 4' RESID. STEEL DOORS PART NJ.W1 407005-0007 I -W a3 SCAB E44pCET DETAILS 4070-0003 4407AM-000 W7+05-OM 1.10 1.33 1.60 I 4.56—+{ 1.8 16 p e`- CG pp p ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 i— t lv be h1 Y 4 F'.44 - .44 • P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD-: 50 LOS. 'MAX. I MUSHROOM HEEAD tl—• tom. 3•. 25 r•2. so.1 l O 4. DO 0 25 I 0 L N--POST 375 DIA 6 HDLES PIN 465379-0001 LINOSlPP/N 408876-0001 PORT LOCR PLATE . m n P IA f 11+ r 44605911-0001 fr t OR IN 505879-0001(SELF-DRILLING)" SECTION +G—G- sT SSIRl7rSsnalr 16, WIDE DOOR5) p°' IAA. TCLNIS Ot%'U WA M D FAW 02/10 ILE W70 r µAX. YD -_ a Lell lt h MAIL6 MANUFACTURER NAME,. A _ 37.5- MAX. THERMA O TR U ® - _ OVFJ ALL b1,DIH :- --- - ---- - 36' MAX. CLASSIC CRAFT INSWINO"SINGLE AND DOUBLE W7d WIDTT PANEL WIDTH smaiTEs. INSULATED FIBERGLASS DOOR wTr" WOOD FRAMES. + GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 7994 EDITION FOR MLAMI-DARE COUNTY. - 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MUIMI-DADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN.A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED FIBERGLASS OOR Common to all frame conditions Door & Sidelite Leaf Construction, Face sheets Door Panel: Fiberglass (SMC) skin 0.105' min, thk., Sidelite Sheet: 0.07" min. thk. with yield - strenggth 7(min-)=6,000p or d -sign: Polyurethone foam core, withl.9 Ibs. density by &4SF. I i n: The panel skin is constructed from a 0.095' thk. sheet m Ing compound SMC). The interior cavity is filled with 1.9 lbs. density BASF polyurethane loom. The pail face sheets are glued to the wood stil and rr9 gs. The- latch and hinge stiles are L71 or LSL The latch stik which a 4.03 X 1.4T is the kfch r.nforce.L The top and bottom roT are of a wood cwnpo te material. In the double door application the inactive door is Fitted with on extruded aluminum asti I of 6060-T6 alloy Frame Construction: The frame is constructed from finger;joinfed pxle measuunn 56S wide x 1.17 thick. The header is joined to the side jambs rich (3 /8 x 2:5' Philips Hood. Screws. The threshold i s joined to side jambs with ( I . 1 erown x 2 long staples at each side. The mullions are secur together in a sidelite applcation using IS 2' kxg PFH Wood Screws (6) screws y f each mylrion. The units uses an I Inswing Saddle threshold measuring 5.75- x 1.548 . - Glari SMC Up Life - OA sae is 27.5- .i* x 50.19' high secured I r x 1.75- Phillips Pon Head Screws The frame are sealed with silicone caulking (Dow 795) to sidelile panel and to the glass. SdeI Glazing: SMC Lip Life with the yield strength Fy(min.)-- 6,200 psi & TUC Lip Life with the yield siren Fy(min.)- 4,674 psi - OA sizes 9.85' ride x 65.85' wide secured w/(I6). 8 x 1.75' Phillips Pan Head Screws. The frame ore sealed with silicone caulking (Dow 795) to sidelde pond and to the glens. integral Flush Glazed - The sidelife sash face panels are molded to receive the insiMed pass. The toss Is attoched to the siderrte face sheets with arTncom glazing compound (Dow 795, TABLE OF CONTENTS To DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS 9 BILL OF MATERIALS & UNIT COMPONENTS a U U24. 5" MLa AX. w TYP.) M a 6 o arnO X o C3 Q N In N coL a' 1r 10XNG UNIT NGIEfN2 105. 5" MAX. OVERALL 36. 625" MAX. rPANEL WIDTH W/ AsTRAGA1 FRAME WIDTH 15. 5" MAX. FRAME WIDTH 13. 9375' MAX. WIDTH Z LI OP N O 00 O O IO a d 7.125' MAX. D.O. a:oO= 1nZ Zo a WIDTH LIP LITE V Lj O24.5' Cr 7. 0' MAX. D.L.O. W O: O MAX. X WIDTH INTEGRAL LITE D- L.O. p TIP. FOR 3 Q00 TYP•) j BOTH SIDELITES) 71111N Ell OPTION If W/ SURFACE BOLTS J SEE DETAIL A" SHT.3 ALL MODELS 68. 5- MAX. OVERALL WIDTH ARE VIEWED - :24.j5FROM INTERIOR .L.O. J> it74. 5 MAX. OVERALL FRAAIC VVIIJIN 36. 625' MAX. PANEL WIDTH - -t W ASTRAGAL I J 724.5" a J QJ O N lt noonoilaDOIIRI F INSWING UNIT ' V OPTION II W/ SURFACE BOLTS r- r.II ' can z - I U ' J ! Z a w ! ! n J ! 0 X < DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS & WINDJAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 15. 5" MAX. FRAME WIDTH 13. 9375" MAX. WIDTH 7. 125' MAX. D.LO. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR 60TH SIDELITES) 4 . 7-r- uj 2 0 6 1.68" MIN. PANEL THK. SEE GLAZING Mi m DETAILS7- Lu (SHEET 7) 48 28 29 O INTERIO C EXTERIOR N 50 C21 rm— L f -p FL-J ;"a SEE NOTE 9 SHT.4 u) 0 3 N PANEL THK, 0 0 SEEjNOTE o o 5 SHT. 4 SEE GLAZING za DETAILS SHEET 7) 49 O o FXTERIO ol INTEE?10 o 00 0 o 00 42 5 00 0 SEE DETAIL 8 SHT.4 2.14 1. 1- 697' I'Da, INSWING SIDELIT RoTTom BOOT 0.09, EXTRUDED VINYL WALL 813.684.3531 t: 71/07/0 E: NTS Gm BY: WLN K ffy: RW W-M S-2176 rr 2 of 5 INTERIOR ti ZIJ J5 V w VI 18 1.15 MIN. LJO EMS. 7 RI R cj N p DDEXTERIOR 24 25" MAX. SHIMr O OD LoaY8 1 z N 15" MIN. C-SINK p a: F 2 z O n Li SEE NOTE 27 U < w EXTERJUgLilO zz a 2 SHT.4 ACTIVE w p ._.. w z= H LLJO O INACTIVE N 43 m W 1ZZ 49 3 a co oul 0- o Oo a. 0 6 o Q U ASTRAGAL RETAINER v 6 36 z 3 V BOLT 8.0 LG. TOP 3 N g < C BOTTOM (2) BOLTS 3 SEE NOTE m, = Joj F AT TOP do (Z) AT BOTTOM RIOR 9 SHT.4 w o m zw oIN3534 16 INTERIOR N Nam' W Um 00 1 ACTION 17 INTERIOR VZ! 20 1 3 ® ASTRAGAL " c Ln -J ° v OPTION 1) a 3 H R NTA R N a Z 3 ® SIDEUTE 70 BUCK m THE SIDELITE CROSS SECTION D AI 'A* cowsu T.r+.. 1 OPTION 1, SURFACE 8 TS) 813.6g4.3831 wTe: 11/7/01 IN C, cw. er: RW SHEET 3 a 25" MAX. SHIM SPACE r 0z uw w0 h XT RI R 17 I .15" MIN. 1 NT n C- SINK 4 LATCH JAMB TO BUCK, 1. 15" MIN. - NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1, 37, 5 18.25", 40.5, 59.25", 74.25, 76.25" do 78. 25 ". 3. THE HEAD JAMB 1S ATTACHED TO THE SIDE JAMBS WITH (3) J8 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) g8 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0, 19.75". 33.5", 47.25 61:0" do 74. 75 THERE ARE (2) AT THE HEADER AT 4"IN FROM THE OUTSIDE CORNERS OF THE FRAME, THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 16 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x. 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. S. THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) J6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0" FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318_ COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04" CIA WIRE BRADS AT 2" FROM EACH END A MAX. OF 2 H R 70NTAL CROSS SECTS • 15" MIN. C-SINK 4 HINGE JAMB TO BUCK. 1.15" MIN. EMBED. STRIKE JAMB TO 25" MAX. SHIM SPACE 10 Fl SEE NOTE 7 SHT. 4 0. DE rLJ n o I ' UF AICT r N 0 co O v1 O °Q ccz0 U 15 i,j Ow O O:O ro r\ W 00 a U rz cro nw uz00W Zz O C) Ad ~ T= V ILaNJ_ _Ln513.684. 3831 NTS er: WLS ar: RW iwc w S-2176 SEE NOTE CENTRAL MANUFACTURER NAY Ct SEE DETAIL F M/ 6" 6' 6' 3" 3" 3" 6" 6' 6" 6 6" o 3" 3' 3- 3 13 _ TYP. _ 13 TYP. SEE DETAIL TYR 3 SHT, 4 SEE NOTE "FSHT. 5 SEE DETAIL y n Lo -1 6 SHT. 4 E". SHT. 5 SEE DETAIL SEE NOTE 6 SHT. 4 TYP. 13 G" SHT. 5 TYP. SEE DETAIL 13 SEE NOTE H" SHT. 5 D_ TYP 4 SHT. 4 51 B" 51 TYR TYP. TYP. B 3" -- i f- " I 3" 3 3" 6- 6- 6' F-- 3. 3" 3 6" 7 11 10 10 NAIL " E" SEE DETAIL 'H' DRILL THROUGH FOR A 0.357" BOLT DEEP DOUF31 F DOOR W/SIDELfTES ENOUGH FOR A 2' BOLT THROW QFTAJL F ASTRAGAL STRIKE PLATE 6c OPTIONAL VU FACE 13 V SURFACEBOLTSTRIKE PLATE DETAIL " G" p U a Lo in SEE DETAIL "C" G" SHT. 5 r ATTACH THE STRIKE PLATE TO THE THRESHOLD W12 # 10 x 2 112" PFH WOOD SCREWS DETAIL " H" ASTRAGAL THROW BOLTS AT THE THRESHOLD O> QN MOcnSD M IL c r t\ D SEE NOTE 3 SHT. 4 0 Z O mow^ O O :2co 000oN W Lo a Fz- s V1 N 4 SHT. 4 813. 654.3831 x1[: 11/7 01 N. T.S. 7wc. UT: WLN c„ K. BY: Taw ppA . c MQ: 5- 2178 NOV.1a SEE DETAI E" SHT. TYR SEE DETAIL 'F" Fr 6" 3" 6" 6" 6" --1 3" I II 13 - TYR 13 SEE DETAIL _ G" SHT. 5 I SEE DETAIL s -H" SHT. 5 J" 18 i 1- 6" 6" 57 4 AZ 6" 3" TYRSEEDETAIL "H" ANGLE DOOR W/SIDELITDOUBLEDOO®^ CENTRAL q L®RM ; 1/7 IDINGY YJICD1 LR. INCN1y. 81831 ANUF'A' . J $ GJU . 01 j?1 1 C // saLL N.T.S. WLN cam, T ..:. {'ri`" DWwuG rq_ 1VY 1 1 likJllJ S-2178 Shen 6 or 9 T- F' SEE NOTE T3 SHT. 4 SEE DESHT o_ 5 IC— JI o OQOO^ Z O ,n 3" 66b" O OW 3"—j - 3 3 3- o 1 I II I II I 3<co n I SEE NOTE SEE NOTE W CL 3 SHT. 4 6 SHT. 4 - v) O n j a toWZ O 13 - SEE DETAIL tzm 0 J TYR E" SHT. 5 u Ln 7YP, u `a o 3:0ZSEEDETAIL K" K" TYR M" oSEE I NOTE "G" SHT. 5 51 M avin a 4 SHT. 4 TYR. 51 TYP. M^ a 6 3",{ 3 3" 6" 6" 6" 6" I II 3" SEE NOTE SW 4 I i 0.5" GLASS I BITE SEE NOTE 1 TISHT 8 x 1 3 1/4' STEEL INTERCEPT SPACER 1/7' INSULATED TEMPERED GLASS GI AZING DETAIL SHOWN W CLASSIC CRAFT' TCM LITE FRAME SIDEUTE ONLY) Y N N 1/8" TEMPERED r 5 GLASS 0 1/4" AIR SPACE 1/8' TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE SEE NOTE 1 ll THIS SHT. 1 . a 0 co T— 8 x 1 3/4" PPH 3/4' STEEL INTERCEPT SPACER 0625' THICK DOW 795 r GLAZING COMPOUND 1/8" TEMPERED GLASS 3/4" AIR SPACE 1/8" TEMPERED z GLASS tn o cn ] INSULATED TEMN W/ PER Z) CI ACING DETAIL SHOW Cl ASSIC CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANE-) 0625" THICK DOW 795 0. 5' GLASS SITE GLAZING COMPOUND 0. 5" GLASS Z 1/8' TEMPERED SEE NOTE 1 BITE Mn 1/8" TEMPERED GLASS THIS SHT. GLASS 0O OOQ 1/2' AIR SPACE D O 0 0 ep3/4" AIR SPACE O O O 1/ 8' TEMPERED G1AS5 1/ B" TEMPERED SEE NOTE 3 THIS SHT. g 8 x 1 3/4' PPH GLASS n a( 4"" INSULATED TEMPERED GLASS 3/ 4' STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER CLAMING DETAIL SHOWN W/ CLASSIC CRAFT" INTEGRAL GLAZING 0625THICKDOW795GLAZING COMPOUND 1' INSULATED TEMPERED CLASS GLAZING DETAIL SHOWN W7 CLASSIC CRAFT" TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5" x 50.19' DOOR LITE IS SECURED WITH (16) 18 X 1.75' PHIWPS PAN HEAD SCREWS SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5" FROM THE LEFT SIDE, THESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25", 23.625' 33.875 AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x "1.75' PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5". 16.5', 27.5" 38.375% 49.375' AND 60.375 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. SIDELITE ONLY) rp o > o co o o a0 m p = 1\ Z n U Jp W , O t\ W CL iE B 13.684.3831 MITE: 11 /7/01 NTS MG. BY: WLN C ° 6Y: RW 0r we,c No, 5- 2178 En 7 Gr S 4-03 Lu I I OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR L5L OAK CAP h--1.077" --{ I I 1.54" --•7 42 S,DFI [TE TOP & ROTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47" n 0 I _ f CC BOTTOM RAIL OWOODCOMPOSITE h--1.077" --{ SID LITE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE 1.47" —• LLLA CC TOP RAIL OWOODCOMPOSITE 5.75" 1 in SFi F ADJUSTING SADDLE THRESHOLD 2, Al UMINUM/VINYL 045' WALL ALUM, QBQ THK WALL VINYL TIP. 39" RED OAK CAP U1.46. CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. K4C SCREW, MAJOR DIA 4.0mm 28 SMC LITE FRAME 4.565" 1 a co l ^ a, CD OD i. CC Z 0 85Lj Z 0 LLI00T- —T WOOD FRAME n W a vzj R1. 920'—n w Jm 14 ' W INSWING DOOR BOTTOM SWEEP 3Z VINYL .080" MAX. WALL, .035" MIN. WALL Iv n oW 1.375' $8-10 x , 1/2" N o PPH PLASCREW o O O N O O oz @f{{`!11, TI p}y 7j. 097'--1 • STEE D R WBVIwmc h ^t Ir \ i V ' a CONSVLTPN38 1 114 DIM. VARIES Bt3.68t.3831 N W/GLASS THK. ^ MANUFACTURER a6 Q rY'L J wop.NaLrie 8 N.: TRS erWLWNHGTCMRE FRAME MAST t FIE# S-27a78 9SHMI NCLASSIC M 1 CRARLIA TRU with ' Id tree ih .F mrn. = 00 si FIBERGLASS 2 3 cc LAIcH MAOCK gocK Mcm-my, Lit OR Lq & W 1.4i x c 4 CC 5 TRU OR k OLK 1.46" x 1.47 6 X 1" PHIUPS PAN HEAD SCREW STE L 6 POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 6 LONG REACH COMPRESSION WEATHERSTRIP ERMA-TRU FOAM 9 10 4 x 4 HINGE .097 7HK. THERMA-TRU 10 x 3 4 LG. PFH WOOD SCREIv H n to Frome EL STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 8 x 2" LG. PFH WOOD SCREW 8 z 2 1 2" LG. PFH WOOD SCREW STEEL STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 NOT USED 20 HEADER 4.565 x 1.17 THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALIN 22 HINGE Jky 4.565 x 1.17 THERMA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 25 ASTRAGAL WINDJAMBER II WR68T .052 WALL GLAZING, 1 2 INSULATED TEMPERED GLASS LUM. 6060-T GLASS 26 NOT USED 27 8 x 1" LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC UP 1lTE E. MC, 7TTERMA-TRU wrth eld stye th F mrn. = 6,200 si SMC 29 K40 x 1. .Oran 28 STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 a THK. CELLULAR GLAZING TAPE SIIK-11 TAPE 33 34 35 1 x 0.04 DIA WIRE BADS 3 8" COVE MOLDING BVWK JAMB 4.5fi5 x 1.17 THERMA-TRU. PONDEROSA PINE STEEL WOOD WOOD 36 SIDELRE SIDE STILE -TRU 1.531 x .656 PONDEROSA PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 39 LATCH M 4.565 x 1.17" -TRU PONDEROSA NO7 USED WOOD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 S02ff TOP t BOTTOM Rk Rd1, 1S4 r .5 FCNDEROSt WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASTIC UP LITE FRAME(TICK THERMA-TRU with 'eld th F min. = 4,674 si TCM 47 8 X 1-3 4 PPSCREW FOR ITEM 2B k 4b STEEL 48 GLAZING, 7 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 5 GC BOTTOM RAIL (1 50' x .853' THERMA-1Ru WOOD COMPOSITE) wooD COMPOSITE 51 3 16 TAPCON ANCHORING (ELCO, 1.75 Imo. LG. STEEL Lj 592" N I 8.0 D ao aNOW MZanN rn ra O W ASTRAGAL RETAINER BOLT N J `_ p O O MATERIAL: C/R ROD ZINC "? ¢ 3 Q M YELLOW CHROMATE I I ^ ZE 179 2 STRIPRCHCMPRESSIONWECOMPRESSIONWEF= FOAM CELL CORE W/VINYL JACKET U nW iw n 1.158 m Y a 1 N tL vis ` F DRILL TRU FOR ' _ g Z A # 8 PFH WOO DRILL TRU FOR C, I m SCREW 2PLCSA- 357" DIA. ASTRAGAL a a RETAINER BOLTS I r WINDJAMBER It. WR68T STRIKE PLATE O .35" COMPRESSION WEATHERSTRIP BY THERMA-TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET to CEN 01' ` N `]. AL o N N BAN AGT NAME: 0 J z r _ LT r, kSTEJ 6 01 2411/7/1 WINDJAMBER It WR68T SCALE NTS ASTRAGAL ALUMINUM 052" WALL TYP.) D.C.u` WLN pa(. ¢ Y: RW D wwc u0.: 5- 2178 En 9 OF 9 Page 1 of 1 e daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford"<DShackelford@MorrisonHomes.Com> Cc: 'Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released ! ! ! ! ! ! ! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-013715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/ 10/2004 ETC tyYLilr YJ , AANUFACTURM 105.5" MAX. OVERALL FRAME WIDTH LL WIDTH .36.625' MAX. O ® 36" MAX. PANEL WIDTH 15.5" MAX. Zp j HERMA TR PANEL WIDTH W/ASTRAGAL FRAME WIDTH Q COcolawxxfTI! agCLASSICCRAFT' OUTSWINO 138 BINDLE AND DOUBLE 13.9375 MAX. WIDTH 0 O O11S/DFLTIES INSULATED FIBERGLASS DOOR WITH YYt?DO FRAMES _ a o=n if. o z 7.125" MAX. D.L.O. Q¢ Z' n N ai NOTES v of v -' / ' o_ OF WIDTH .LIP L17E V p laiCa 1• THIS PRODUCT IS DESIGNED TO MEET THE SOUTH. FLORIDA = 24.5' o = z j MAX• o 7.0" MAX. D.L.O. O L'•i O^ BUILDING CODE 1994 EDITION FOR MIAMI-DARE COUNTY MAX. O WIDTH INTEGRAL LfTE p O 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO D.L.O. z 1- _ D.L O. o (TYp• FOR 3 v TRANSFER LOADS TO THE STRUCTURE ( TYP•) a w f) 11 z BOTH SIDEt1TES) } a, 1 4 a = _ _' y 13. PRODUCT ANCHORS SHALL BE AS LGrED AND SPACED AS C W two EL SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERU L , o o a SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED. PRESSURE RATING SEE TABLE PAGE I. X5. THIS PRODUCT .MEQ$ THE WATER REOUIREME7JT5 FOR MWJI-DARE O COUNTY WITH THE USE OF THE HIGH LAM BUMP THRESHOLD. SEE THE z DESIGN PRESSURE CHART BELOW. j Z In6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED. O 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR ' o' n `° \o aZon ppUBLE CONFIGURATION. to coo 1N8G7 AM w Lu RESDENTIAL INSULAT D FIBERGLASS DOOR DOUBLE W/SIDELfTES OLITSWING UNRoani Common to oil name conditionsl! 2figE O M NG UNMZ4 OPTION n W/ SURFACE BOLTS r li f r SEE DETAIL 'A" SHT.3 W ace s ee s or gne 1 rg ass (SAC) skin 0.105' min. thk., 74 5 Oyl FRAME WIDTH AI I MODFIS 66. 5' MAX. OVERALL WIDTH Sidelite Sheet: 0.07 min. thk. with yield stren th Fye^s1) b6 06AS$1 36. 625' MAX. L2.4_jS" 5. 5' MAX• o g coCore design: Polyurcfhane foam core, rithl.9 T s. d tY Y PgEI WIDTH IFRAME WIDTHPorvel nstion: The panel skrn is constructed from o 0.095' fhk sheet{ FROM INTERIOR.LO. mo ing (SYC). The interior covily is tiled with 19 am density BASF I W A577tAGAL rm 1 = 13. 9375' MAX. WIDTH polyurethane foam. The pone) face sheets are glued to the, wood sfilgF and r9 Ls ThelatchandhingesidesamLVLorLSLTheEtchstilewhicha443X1.47d o is the latch d hinge Mile. Ilx {p and bottom rmT are ol o wood aluminum 0 7.125' MAX. D.L.O. In In the double dog appfcoton the inocthe doors fitted with an / ; -I WIDTH LIP LITE dstraga/ of 6060-T6 oflay = tf k' a o 7.0' MAX. D_L0. Frame Construction: The frame is constructed from finger jointed w 24.5' o z = f pine - ASS$ wide x 1.17' thiclL The header is joined F WIDTH INTEGRAL LITE - jambs with (3 /8 x 2S' PhLps Head W Screws Tile threshold 2 MAX. I- = Z (TYP. FOR W s pared to side jambs wth (2 16go. 1 2 crown x 2 Erg staples at 13 w O.L.O. W = ff BOTH SIDELITES) each silo The mullions am together in a side6teapppfia tioa ush9 I . (TYP`) p long PFH Wood Screws (6) screws ppeerr eodts sr rrplFion ' . OutsnngBumpthresholdmeosuring4.675 x . z o 0 r SM. Lip Lite - 0A SIZe ie 27.5' wide x 50.19" high secured Ph Q -j O x, 1.75' Pon Head Screws The forme are sealed with a7ironein oOcoudring ( Dow 795) to sidelile panel and to the glass , o pxSdefAe ( azina: SMC Lip Lite with the yield strength y(min. )= 6,200psi & TUC Up Lite with the yie/(st;mgth Fy(min.)= 4,674 psi - DA sizes 9.85' wide x 65.85' X ¢ wide secured w 16 /8 x 1.75' Phillips Pon Head Screws The from oam sealedo z rich aGcone cau9cing ( Dow 795) to sidelite pond and to'the gloss. Integral Flush n gazed - Tne side6le sash face ore mailed to receive the insulated pass. The 1) tO NC a m sattachedtothesidelitefasheetswiths+Ti Vm glozng compound (Dp. 795)• a' eulL INC O • f CONSULTANTS. I1 co ACTIVE 813.684.3e31 TABIF OF CONTENTS IN DOUBLEOUTSWING UNIT - ouc: 11 05/01 SHEET DESCRIPTION OPTION 11 W/ SURFACE BOLTS sruc N.T.S. 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS SEE' DETAIL A" SNT.3 0 m WLN 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING sac. or.. RW 4 HORIZONTAL CROSS SECTIONS & NOTES WHERE WATER INFIL TION 5 . ANCHORING LOCATIONS & DETAILS RE UIREMENT IS NOT NEEDED o^^`^"a M0 6 ANCHORING LOCATIONS & DETAILS OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF 5-2161 7 GLAZING DETAILS WITH SURACE BOLTS & s" 9 8 UNIT COMPONENTS _ __ OPTION 11 WINDJAMBER__11 ASTRAGAL +70.0 PSF -70.0 PSF U tn ZYZy 1.66' MIN. _ PANEL TMK. F. S GI SEE GLAZING DETAILS ffim1Qg. l_J m i I f H01 x 0 U a N a iY a v 1466 MIN. , PANEL THK. 29 . SEE GLAZING DETAILS - INTERIOR 1 2 OL?SWING DOOR PANEL W/ HIGH DAM 2 OUTSWING DOOR PANE. W/LOW PROFILE THRESHOLD - SEE OLSIGN PRESSURE TABLE) NAAte^ 7-%arn c /ry Z S 5 _ 1.68' MIN. H v PANEL "I 1 x W SEE GLAZING DETAILS - fig. Y j N O a0 16 Oco n d O= LL to 2 SEE NOTE S LLjOwO O O OSHT.4 O i Qpp a2 Do M W to a 1P T! PANEL2OLITSCRhlOSISELTTITHECROSSSECTIONIS SHOWN W/THE "CLASSIC851CRAtIFLUSHGLAZEDt3/4' GLASS O1SLNW619V-2 ASTRAGAL RETAINER BOLT 8.0' LG. TOP h BOTTOM (2) BOLTS Y AT TOP & (2) AT BOTTOM m lea. INACTIVE SEE NOTE 2 SW.4 z s 1 ID4B 3 O ASTRAGAL OP110N I) 1.15" MIN. EMB. 25MAX SHIM 15" MIN. C— SINK o. EXTERIi ZY jo 4s i Igo 0 6 z Nyr 36 SEE NOTE Ci = p V... 34 v N 16 17 3 JLLTERIO 3 3 O SIOELRE TO BUCK v ( OPTION 0 SURFACE BOLTS) 43 36 vze= Cl 3 33 SEE NOTE j p 34 9 SHT.4 f 2 H R SEC n 3 O MULLION--.— l: V-`/ y sulDow WSULTAP( M. P/C 613. 664,3831 NTS it 11 c er WLN x er: RW wwoc NO--- S- 2161 uccr 3 ov 9 2$ MAX. Y V 6 SHIM SPACE Z IV J 13 3 Qa wov 16 .' vwi EXTEBl4B 6 moo. 7 B 17: MIN. 1 H R NT RO S15' C-SINK 4 LATCH JAMB TO BUCK, v... - 1.15' MIN. NOTES. EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 5, 18.25', 40.5', 59.25. 74.25" 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) J8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.F. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 S x 2" PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 19.75', 33.5 , 47.25. 61.0 & 74-7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MUWONS TOGETHER IS THE SAME AS THE PERIMETER Z n ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. S 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK v 1° USE A 18 x 2" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE y MULLION USE A I10 x 1 3/4' SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE 9. ACHIEVED. SEE DESIGN PRESSURE CHART. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING i." x 0.04" DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. I , 25 MAX. SHIM SPACE SEE NOTEIF17SHT. 4 2 I Qy .15' MIN. jj HINGE JAMB TO BUCK, C-SINK 1.15" MIN: nl EMBED. Z ir 36 33 34w D d SEE NOTE 9 THIS SHT XI,0t-I- 3HOR NT ROSS CTIO 4 o STRIKE JAMB TO SIDELITE 7R. e l 6T1 7 AIL jrq. 1' 8 a 19' it3.1 C.l' AC o j IY N O a0 O O ao = r: 8zoLo Ir O O 3g00 itliE c2 813. 684.3831 er. WLn er RW we w S- 2161 4 or SEE DETAIL SHEET 5 6' 66' 3' 3- 3" 3" 3" f` 3 I I I l 1 I' I 13 I I I I 1 13 - TYP.. = t 3 TYP. ' SEE NOTE SEE DETAIL _ n 3 SHE 4 — SEE NOTE f SHi5 SEE DETAIL n n 6 SHT. 4 "E'. SHT. 5 6 a TYP. - u SEE DETAIL SEE NOTE - - 6 SHT. 4 13 _ ' G- SHT. 5 - TYP. _ SEE DETAIL 13 SEE NOTE In ui H" SHT. 5 "D TYP. 4 SHT 4 SEE DETAIL, D. _ . B. •G' SHT. 5 51 - 1 i TYP. 1 1 1 TYP. 3. T 38' 6• 3. 3• 3 6" 6 6' o .I O cq O O In - I OW o SEENOTE66" 3SHT. 4 8 Z o ln uj M O003Qo 0 n n N Uj 00 a u1 QJ N 13 - C- " C' TYP._ o o C crySEE DETAILSHT. 5 N J TYP. rn N oVD 20O U- kSLI12W 6' 6" ri IF t SEE NOTE 4 SHT. 4 SEE DETAIL H' SHT. 5 DOUBLF DOOR W/SIDELfIES 1 DRILL THRU FOR 1 A 0. 357" BOLT DEEP NOTE ENOUGH.FOR A 2' o USE REM $13 A 18 x 2 1/2" PFH WOOD SCREW T BOLT THROWATTACHTHESTRIKEANDDEADBOLTPLATESTOTHESEENOTEPINTHEMULLEDSEENOTE t THIS SHT. JAMB OR ASTRAGAL EXCEPT 7 SHT. 4 c 13 43 SURFACE BOLT APPLICATION WITH THE SIDELITE USE ITEM 143 A 8 cormuamm n 4337 2' PFH WOOD SCREW. 813'664-Wl 71 DETAIL ' H" our 11 5 01 0 p RETAINER BOLT HOLES - SCAM N.T.S. 10 & OPTIONAL SURFACE o c ML,I SURFACE ATE BOLT STRIKE P 7E ® :B- o A. it eSTRIKE PIATE 4.`aY e`. Jaa. er: RW1343 ' NGw-ASTRAGALSTRIKE PLATE S-2161 1p B OPTIONAL SURFACE SEE NOTEMANUFACTURER Nt ncreu 'c' BOLT STRIKE PLATE THIS SHT. DETAIL "G' sr+¢T 5 or SEE DETAIL "r SHEET 5 6" 3' 66' _ io to 6' 6' 3' —j 3• 3 3 1_ l 6""I 3_ _ 13 SEE NOTE 3 SHT. 4' SEE NOTE SEE NOTE I inTYR SEE DETAIL n 3 SM. 4 — 6 SHT. 4 — H 'F' SHT. 5 — OI ^ J 13 n. uaiofy N — ro a TYP.SEE DETAIL - G- SPIT. 5 = 13 - SEE DETAIL SEE DETAIL ry 'E" SHT. 5 SEE DETAIL TYp• 'E". SHT. 5 on TYP. 'H' SHT 5 J. - Q - 7YP. N - _ SEE DETAIL 'K' _ 9, "K" np. SEE NOTE G' SPIT 5 - 51 51 _ 4 SHT. 4 51 TYP. 'AI' 1- TYP. t t I Tom• t 52 TYP. 3' --i E NOTE 6 --i tom- 63 3. 6" 3. 6 6 66• 3^ 52 " 4ESHT. 4. 3' 6' 7YP. SEE DETAIL N' SHT. 5 j(E?LF DOOR SINGLE DOOR W/SIDELITES F, a1i, N li n-LLA LE 11. 1Leli 11RSJliiJ' A 3o ®o A-IFo 71-e1-7 Q LLJ CV O 00 000 2^ O z of,) W to n 2 a E 513.664-3631 11 6 01 E N.T.S. ti. er: WLN x m. RW No: 5-2161 it 6 ov c 0.5" GLASS _ BITE SEE NOTE i TAPPH9 f8 x 1 1/4" STEEL INTERCEPT SPACER 1 /2' INSULATED TEMPERED GLASS G "wr DETAIL SHOWN rH "ceir roAFT" TGM LITF FRAME SIDEUTES ONLY) Y z N 1/8' TEMPERED f ASS 1/4' AIR SPACE 8' TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND 0.5' GLASS SITE SEE NOTE 1 THIS SHT. m $ o e. 8 x 1 3/4" PPH 3/4' STEEL INTERCEPT SPACER 0.5" GLASS SITE — 0.5" GLASS Y z SEE NOTE 1 SITE y 1/8' TEMPERED O T5PPH c GLASS O p 0 R O 0 0 3 4- AIR SPACE 400Q OSEENOTE31/8" TEMPERED THIS SHT. f8 x 1 GLASS 3/4' STEEL IACER 1/2' STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND 1. IN¢ 1 ATED TEMPERED GLASS GLAZING DETJI SHOWN W I S RAFT' M FRA UtUlt-b ONLY) 1. THE 27.5' x 50.19" DOOR LITE IS SECURED WITH (16) 18 X 1.75' PHILUPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0'. 13.75' AND 24.5" FROM THE LEFT SIDETHESIDESTILEANCHORSWERELOCATEDAT3.0'. 13.25'. 23.625' 33.875" AND 44.125" FROM THE BOTTOM OF THE LITE FRAME 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5". 27.5 38.375'. 49.375" AND 60.375'. 3. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0625" THICK DOW 795 GLAZING COMPOUND 1/8' TEMPERED GLASS AIR SPACE 1/8" TEMPERED x GLASSz vNj 1' INSULATED TEMPERED GLASS DETAIL SHOWN W/ L &$UI CRAFT' SMC LJTE FRAME REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 GLAZING COMPOUND 1/8' TEMPERED CLASS 1/2' AIR SPACE 1/8" TEMPERED 2E4be GLASS. g GL6nv /4"' INSULATED TEMPERED GJ.ASS DETAIL SHOWN W/ CLASSIC CRAFT" INTEGRAL GLAZING SIDELITES ONLY) O_ > n X N O co 000 d O = n 85O4Jto O>-O 00000 Wcco 2 a TBUADM CpttSULTANiS. M RE T47e e B 813.684.3831 a L> 11 5 Oi p o sum NTS i!d MAN U oa, F A OOL er LN ar: RW I, ^ it h ` C S-2161 c 1I L SNEiT 7 OF 1 4 03" Occ IATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP IJ 1.077" — -{ T SIDFLD'E TOP &.BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47" Go GoCR CC BOTTOM RAIL OWOODCOMPOSITE 1.077" n ANK. SIDE 36 FINGER JOINTED PONDEROSA PINE 1 47" n I M 70P RAIL OWOODCOMPOSITE g N O O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP T of . O 1.46" rrHINGE SIDE STI CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA. RADWTA. PULAI, ELUOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR. CEDAR, INCENSE CEDAR OR REDWOOD. T I DIM. VARIES uO1i W/GLASS THK. 04 K40 + 1.79" PT 1WVtEW SCREW. U&M DW 4.0m ac tRP1AE Q 1. 375" 10PtASCREw " i! p iE: 1 4. 565" i in 035388WOODFRAMEn 4. 61 S" io 2.203" T HIGH DAM THRESHOLD 39 b0 Qj%' I F F- N 0 co N O Co 2IgoLo oL`' o 3a v W co a 0. S 8 B13. 684.3831 r 39 I HIUM WAILK Uwn Lnrcwnvu SILICONE 40 SILCONE CAULK 41 NOT USED WOOD42S11t71TETopkBMal-TRU IS( s S PDNOfR06LK. STEEL 43 8 2 LG. PFH WOOD SCREW 44 3 16 SEX BOLT STEEL 45 IVES 454 6" SURFACE BOLT TEE 46PLASM• TCM With eld siren F min. = 4,674 DSI* STEEL 47 8 X 1-3 4 PPH SCREW FOR t1Fal Z8 k 46 GLASS48GLAZING, 1 INSULATED TEMPERED GLASS GLASS49IGLAZING, 3 4 INSULATED TEMPERED GLASS 50 JCC BDTTW RAIL (150' z MY HM-TRU W= O MWQ WOOD (bNP09fE 51 3 16 TAPCINI ANfilORA1C ELM 1.75 Wk I.G. STEEL STEEL52316TAPCONANCIA)IiIYC ELIXI, ZS im LC, uj N 0 co 0IL Z M gg ASTRAGAL RETAINER BOLT c.i 1 ` V O o 00 MATERIAL: C/R ROD ZINC tj - 1— dc YELLOW CHROMATE 8 I i .179" iE ^ Lr aFArH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z Jyog p ag 8 DRILL TRU FOR `" m A8 PFFI WOO DRILL TRU FOR z SCREW 2PLCS .357" DIA. ASTRAGAL & A RETAINER BOLTS > WINDJAMBER If WR66T STRIKE PLATE ( . 35" COMPRESSION WEATHERSTRIP BY THERMA—TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET Q.A.F. LL r a0 - a N - C 04 w COMULTX.a& I1.767 MASTER: , F # . nac: 11 6 O' 24 SCAM NTS WINDJAMBER II WR68T vwc er ASTRAGAL (ALUMINUM 052" WALL TY cw_ W. RW o AWM NO- S-2161 onrr 9 OF 8.0" 1 1 4_ i O 00 0.5" CLASS 5" GLASS SITE .0625" THICK DOW 795 GLAZING COMPOUND04TE O 1A1 ro1 CC ZBITEi= SEE NOTE 1 ~ SEE TH M THIS SHT. N 1/8' TEMPERED 1/8" TEMPERED pW^ L+J v' GLASS GLASS CC 0 = O e 3¢ 1/4' AIR SPACE 3/4' AIR SPACE cc WLL O_ 1/8" TEMPERED 1/8" TEMPEREDGLASSzGLASS 8 x 1 3/4' PPH 18 x 1 3 1/4' STEEL INTERCEPT SPACER 0625" THICK DOW 795 3/4" STEEL IN D TEMPERED GLaSS_ fn GLAZING DETAIL SHOWN W/ Z INSULATED TEMPERED GLASS GLAZING COMPOUND v CLASSIC CRAFT' SMC LITE FRAMEn REQUIRED FOR DOOR PANEL) r !3 r_iACING DFTAII SHOWN W T' "ri&SIt CRAFTCM LfTF FRAME nzz lzm m rS SIDELITES ONLY) g = U0625" THICK DOW 795 ED yam. c 0. 5' GLASS BITE GLAZING COMPOUND o 5m UZ Y0. 5' GLASS Z 1/8' TEMPERED O a a SEE NOTE 19ITE N 1/8" TEMPERED GLASS m THIS SHT. GLASS O O o O p O O 1/ 2' AIR SPACE e .. e e 3/4" AIR SPACE O O O 1/ 8' TEMPERED o u i GLASS 1/ 8" TEMPERED NOTE 3 SETHIS SHT. tn Q8 x 1 3/4' PPH GLASS raj g v / 4 INSULATED TEM ERFD .i S 3/ 4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER C. ba ING DETAIL SHOWN W CLASSIC CRAFT' INTEGRAL GLAZING w o 0625" THICK DOW 795 SIDELITES ONLY) GLAZINGCOMPOUNDINSULATED TEMPERED GLASS c GLAZING DETAIL SHOWN WL FT" M - M S . L s o i u eu . 0 caesuTNrts. n WITH ( 16) 18 X 1.75- PHILLPS PAN HEAD SCREWS f ^ tp pMA t• j FY11. 4JF lI 7 813. 684.3831 1. THE 27.5' x 50.19", DOOR LJTE IS SECURED SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0 , 13.75 AND 24.5" FROM THE LEFT SIDE. Q.+g` w7t 11 5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0', 13.25", 23.625" 33.875" AND 44.125' o . ate` NW TSFROM THE BOTTOM OF THE LITE FRAME. R DA0' a N 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x 1.75" PHILLIPS PAN HEAD SCREWS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125' FROM EACH END, SIDE STILES,. UFA fl 04K. er. RW SPACED AS FROMTHETOP DOWN TOP DOWN AT 5.5% 16.5", 27.5' 38.375'. 49.3754 AND 60.375'. ORQM c wo: 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 5—. 2161 7 or ! R 4.03' N Orr ATCH SIDE 5711 3 RED CORE MATERIAL LVL OR LSL OAK CAP T J5 1:54' SIDEi RE TOP & .BOTTOM .RAIL FINGER JOINTED PONDEROSA PINE 1:47' co23Ll., A...'t CC. BOTTOM. RAIL OWOODCOMPOSITE T 1.54' --4 6 O,ncl RC PI AMle CRiF STII.F FINGER JOINTED PONDEROSA PINE I 1.47' --1 11 1 cr TOP RAII . OWOODCOMPOSITE O 0 O cli O 097' —{-- O 4 x 4 STFFL DOOR HINGE9 39' RED OAK CAP 4O I+ —1.46' CC HINGE ODE —211E CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL: PONDEROSA, RADIATA. PULAI. ELL10TT11, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. I T a DIM. VARIES vOII1i. W/GLASS THK. I 1 K40 x 1.79' PT THREAD SCREW. U&M OW 4.0— nc 1 DIM. VARIES N W/GLASS THK. 8-10 K 1 1/2' PPH PUISCREW 4.565' L A o D 2 35 38 yj10D FRAME co i. 4.615' 2.203' vi. 1 T inc ANA` .r I p 1 a TAA- rA 0n9 OII7SWING BUMP FACE e • u•/WOOD THRFSHOI O 050' WALL TYP. HIGH DAM THRESHOLD 39 la0 bA or 0 F- cV 4¢ o 00 Op v1 C) U = OUi UiLL) OW0a 00 W 00 2 iE U 813. 684.3831 wuE NTS vmo. er: WL1J CHK. 9Y: RW DRAw G NO.: 5- 2161 sHm 8. OF 9 Permit # :_ ©C4 — ? )"1 Z> Job Address: o? `i l Description of Work: Historic District: _ CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: X A0— Date- I T, I.t 7 nnL n _- mr.h e e- oft Permit Type: Building Electrical __K_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ X _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) e sisamea a Parcel #: Owners N; s, t . Attach Proof of Ownership & Legal Description) Phone: f t' Ll 0'1 - Contractor Name & Address: e C.-- t't c- C ' C4 LJ - a e A Gv A U State License Number: 1pp_ d0 Q Is y-? i Phone & Fa h S `h, t _ r7n 5 _ Q Contact Person a Ll _ _ yy _Phone: D- ids f)n Le Bonding Company.- r— Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem oFlorida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contrac It Date Print Owner/Agent's Name nt ntractor/Agent's Name 00,N Jennifer Almodovar My Commission DD272W9 Signature of Notary -State of Florida Date Si nature f Notary -State of Florida a teExpires December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: lW initial & Date) (Initial & Date) Mot-ttage (,coder: Address: Arch ltecUEnglneor: _ Pboaa; - Addptsa: FatC. Application is hereby made to obtain a permit to do the work And installation at indicated. I etm;fy that no work or installation has coaunencW prior to theissuancoofapermitandthatallwornwillbepecfonnodtotttaetttandatdaofallLawsregulatingoonstruaioninthisjuriaditt(oa I undarawd that a.eparatepermitmuatbo.Wurod for BLECTRICAL WORK. PLUMBINO, SIGNS, WELLS, POOLS, FURNACES, SOIL9RS, N.EATERS, TANKS, andAIRCONDITIONERS, ctc. OWNER'S AFFIDA VIT;.I certify that all of the fom;oing Infomution is smurue.and that all wmk whi be dont:.i4. oompllaooe,rritb,all,applicable laws rzgWatiogconstructionand ':oning 'VARNINGTO OWNER: YOUR FAIIIIRI TO RECORD A NOTICE OF COMmENcEMENTrMAYiR&SULT IN YOUR PAYtNri TWICE FOR (MPROVBMENTS TO YOUR" PROPERTY. If YOU INTEND10 OBTAIN FINANCING, 00NSULT WITI('YOUX LENDER OR AN- ATTORNBY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMEN7. NOTICE; In addition so the mquiremenrs of this perml4 there may be additional rcstrictiogt applicable to this property that may be found is the pubilc,motds of rhis'counry, and them may ba additional permits required from other govenamcrual entities suet, Is water man tcromt disUicu, state age+Kies, of fodetal iigioeics. Acceptance of permit is verification Uut 1 1 a the owns oftht property of the nsquirementt of Florida Lien (,aw, pS 11. J -7_ b o i Signature of Owntr/Agcmt Date Signature of ContractodAgent Data CPS v z -r S Print Owgcs/Agcru's Name" Print ConuaciodAlltnti Name t Date Signs— of NouryState of Florida Date DEBBIE BLANTON MY COMMISSION # DD 188491 er/A i4RIF)E S g'apg n to c or ContractudAgcnt is Personally, Known to Me or t-800-3:N0rA94uccd IIQ o ` Ptoduccd ID _. APPLICATION APPROVED BY: Bldg; Zoning:. Uttlitics: @ FD- Initial a: rate) (Initia) & Dut) Mlitia(& Due) (Initial de Date) Spoaial Condiponi: b a 8.0" I AsTRACAI RETAINER BOLT N MATERIAL: C/R ROD ZINC "? do YELLOW CHROMATE 3" coN 1 N O .179" 10 REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET N 1.158" O N DRILL TRU FOR C-4 A J8 PFH WOOD DRILL TRU FOR rn SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS I W J R 1 R T STRIKEO7 35" COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET o A oO•A.Fe 0 CENT n N N MANUFA ITaER NAME: N , / 1.767" -- MASTED. FILE # WINDJAMBER 11 WR611T 24 ASTRAGAL (ALUMINUM 059" WALL o> N t] co p CD LU tC) O Lu 0 O 0co r` ul c NTs er WLI er RW 5-2161 i 9 OF