The URL can be used to link to this page

141 Magnolia Park Trl 06-1524 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #& ' Iraq DATE PERMIT DESCRIPTION S FF PERMIT VALUATI 6 (Poo SQUARE FOOTAGE 3060 a d v M W C4 City of,Sanford Certificate of Occupancy This is to certify that the building located at 141 Magnolia Park Trl for which permit number 06-1524 has heretofore been issued on March 17, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: Capri Engineering_ Engineering & Planning: G. Hyatt Public Works: M Watson Utilities: R Blake Fire Department: Date 10/11/06 10/11/06 10/11/06 10/12/06 Conditions (if blank, no conditions apply) D R Horton Q)a� yv- ' .;, 10/19/06 Property Owner Building Official e Date BP200IO2 CITY OF SANFORD Application Miscellaneous Information Inquiry 10/19/06 13:57:29 Application number: 06 00001524 Property . . . . : 141 MAGNOLIA PARK 'TRL Code Freeform information HISB 1 Story/ 3 Bath Needs: noc on file exp HISB 03/29/07 Zone A / FEMA Cert on file HISB **Capri** HISB CO sign off: HISB E & P: GH 10.11.06 HISB PW: MW 10.11.06 HISB Util: RB 10.12.06 HISB Fire: na HISB final f/s on file Display note at Print Date Permit Insp C.O. flag 3/17/06 Y Y Y Y 3/17/06 Y Y Y Y 3/17/06 Y Y Y Y 10/12/06 Y Y Y Y 10/12/06 Y Y Y Y 10/12/06 Y Y Y Y 10/12/06 Y Y Y Y 10/12/06 Y Y Y Y 10/16/06 Y Y Y Y Bottom Press Enter to continue. F3=Exit F12=Cancel A& Code Administration, flan review & Inspection Services CAPRI E N G I N E E R I N G October 11, 2006 RFCENED City of Sanford, Building Department 300 N Park Avenue v Sanford, Florida 32771 RE: Request for Certificate of Occupancy I n Magnolia Club Phase II: Lot 124 �J`5 Permit #: P06-1524 Address: 141 Magnolia Park Trail To whom it may concern: Please consider this letter, our request for a Certificate of Occupancy for *` )ove referenced property. This property has been inspected by CAPRI Engine--' Alternative Plans Review and Inspections", as directed by Florida Sta+D` mkt All required Florida Building Code inspections have ` lu J as outlined in the attached Certificate of Completion. This Certificate 1"� (� ,� i with the aforementioned statute, Section 10. If you have any further questions concerning this regL P� ,upancy, please do not hesitate to contact our office. Respectfully Submitted CAPRI Engineering, LLC 1p� \�n Taililigo Leiataua Administrative Assistant Central Florida Division CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 H Orlando, Florida 32809 N (407) 855-1860 If (407) 855-1868 www.capriengineering.com Code Administration, I'lan review & Inspection Services CAPRI E N G I N E E R I N G October 11, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE II: LOT 124 PERMIT #: P06-1524 ADDRESS: 141 MAGNOLIA PARK TRAIL CERTIFICATE OF COMPLIANCE Dear Mr. Florian: In accordance with Florida Statute 553.791 section 10 pertaining to Private Provider Inspection Services, we herewith provide The City of Sanford Building Department with final disposition on the building components inspected under our authority. To the best of my knowledge and belief, the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and the applicable codes. Building Slab, 1st Floor Lintel, Roof & Wall Sheathing, Dry -In, Framing Building Insulation and Final Building. (Drywall Not Included) i0 Electrical Rough Electrical, Final Electrical and Electric T.U.G, (Pre -Power Not Included) Mechanical Rough Mechanical and Final Mechanical. v Plumbing Underground Plumbing, 2"d Rough Plumbing / Tub Set, Sewer and Final Plumbing Should you require any additional information, do not hesitate to call on us Respectfully submitted, CAPRI ENGINEERING, LLC Angel M Lopez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 0 Orlando, Florida 32809 8 (407) 855-1860 a (407) 855-1868 www.capriengineering.com eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ❑ Slab Inspection ❑ El Floor Tie Beam / Lintel Lintel El ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection El El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ❑ ® 6/21/2006 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 422233 - 6/21/2006 124 2361 A-R BN2522 Inspection Performed Underground Inspection/1st Rough Inspection APPROVED 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Represen http://www.ecapri.com/reports/pciRpt.aspx?orderID=422233 9/7/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ 0 6/23/2006 Slab Inspection APPROVED ❑ ❑ 1st Floor Tie Beam / Lintel El El In / Flashing Inspection Inspection ❑ ❑ Frame Inspection ❑ El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection 11 ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/21/2006 ❑ ❑ ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ 1:1 El 424905-6/23/2006 124 2361 A-R BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representati http://www.ecapri.com/reports/pciRpt.aspx?orderID=424905 9/7/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ Wall Sheathing 0 ❑ 6/23/2006 Slab Inspection ❑ ❑ 1st Floor Tie Beam / Lintel ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/21/2006 ❑ ® 6/28/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 428405-6/28/2006 124 2361 A-R 0034163 BN4546 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection APPROVED Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=428405 9/7/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Bob McKinney Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing 19 ❑ 6/23/2006 Slab Inspection ❑ Z 6/30/2006 1st Floor Tie Beam / Lintel APPROVED ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/21/2006 0 ❑ 6/28/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 430881 - 6/30/2006 124 2361 A-R 0034163 BN983 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=430881 9/7/2006 eCapri v2 Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Building Inspections Verified Performed Date Performed Inspection Performed ❑ 0 7/28/2006 Roof Sheathing APPROVED ❑ 19 7/28/2006 Wall Sheathing APPROVED ® ❑ 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num Plumbing Inspections Verified Performed Date Performed ® O 6/21/2006 9 ❑ 6/28/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 453261 - 7/28/2006 124 2361 A-R 0034163 BN4546 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=453261 9/7/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing 0 ❑ 7/28/2006 Wall Sheathing ® ❑ 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel ❑ ® 8/1/2006 Dry In / Flashing Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/21/2006 ❑ ❑ ❑ 6/28/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 455717 - 8/1/2006 124 2361 A-R BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=455717 9/7/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Magnolia Club / Phase II Order #: 478426 - 8/28/2006 Building Permit Number: 06-1524 Roof Permit Number: Slab Permit Number: Gas Permit Number: Block: Lot: 124 2361 A-R Building Address: 141 Magnolia Park Trail Parcel Number: Private Provider Firm: CAPRI Engineering, LLC. Private Provider Name: Gary Elzweig Lic./Reg. Num: 0034163 Duly Authorized Rep's Name: Tishya Luedtke Lic./Reg. Num: BN2653 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing Underground 19 ❑ 7/28/2006 Wall Sheathing ® ❑ 6/21/2006 Inspection/1st Rough ® ❑ 6/23/2006 Slab Inspection Inspection 2nd Floor Rough In 0 ❑ 6/30/2006 1st Floor Tie Beam / ❑ 8/28/2006 Inspection/Top Out Lintel Inspection REJECTED ® ❑ 8/1/2006 Dry In / Flashing ® ❑ 6/28/2006 Sewer Inspection Inspection ❑ ❑ Frame Inspection ❑ ® 8/28/2006 Tub Set Inspection REJECTED ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection Inspection ❑ ❑ Final Building Inspection Mechanical inspections Verified Performed Date Performed Inspection Performed Electrical Inspections ❑ ® 8/28/2006 Rough In Inspection Verified Performed Date Performed Inspection Performed APPROVED ❑ ❑ Electric T.U.G. ❑ ❑ Final Inspection ❑ ® 8/28/2006 Rough In Inspection REJECTED ❑ ❑ Final Electrical Inspection NOTES: elec. revision to 200 or change breaker plmbg - riser vents not per plan I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=478426 9/7/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 7/28/2006 Roof Sheathing 0 ❑ 7/28/2006 Wall Sheathing ® ❑ 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel (5� ❑ 8/1/2006 Dry In / Flashing Inspection ® ❑ 8/29/2006 Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/21/2006 8/29/2006 ❑ 6/28/2006 ❑ ® 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ® ❑ 8/28/2006 ❑ ❑ 481311 - 8/29/2006 124 2361 A-R 0034163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection APPROVED Sewer Inspection Tub Set Inspection APPROVED Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=481311 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 481239 - 8/29/2006 124 2361 A-R 0034163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing Underground 0 ❑ 7/28/2006 Wall Sheathing 19 ❑ 6/21/2006 Inspection/1st Rough 0 ❑ 6/23/2006 Slab Inspection Inspection 2nd Floor Rough In ® El6/30/2006 1st Floor Tie Beam / ® El 8/29/2006 Inspection/Top Out Lintel Inspection ® ❑ 8/1/2006 Dry In / Flashing 0 ❑ 6/28/2006 Sewer Inspection Inspection ® ❑ 8/29/2006 Tub Set Inspection ® El 8/29/2006 Frame Inspection ❑ ❑ Final Plumbing Inspection El Rough Insulation Inspection Mechanical Inspections ❑ ❑ Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections 19 ❑ 8/28/2006 Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ ❑ Final Inspection ❑ ❑ Electric T.U.G. ❑ ® 8/29/2006 Rough In Inspection APPROVED ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=481239 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing ® ❑ 7/28/2006 Wall Sheathing 0 ❑ 6/23/2006 Slab Inspection 0 ❑ 6/30/2006 1st Floor Tie Beam / Lintel ® ❑ 8/1/2006 Dry In / Flashing Inspection ❑ ® 8/29/2006 Frame Inspection APPROVED ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ® ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/21/2006 9 ❑ 8/29/2006 0 ❑ 6/28/2006 0 ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/28/2006 ❑ ❑ 479590-8/29/2006 124 2361 A-R 0034163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=479590 9/7/2006 eCapri v2 Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 7/28/2006 Roof Sheathing ® ❑ 7/28/2006 Wall Sheathing 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel ® ❑ 8/1/2006 Dry In / Flashing Inspection ® ❑ 8/29/2006 Frame Inspection ❑ ® 8/31/2006 Rough Insulation Inspection APPROVED ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. 9 ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/21/2006 ® ❑ 8/29/2006 ® ❑ 6/28/2006 0 ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed 0 ❑ 8/28/2006 ❑ ❑ 480682-8/31/2006 124 2361 A-R 0034163 BN2653 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=480682 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Building Inspections Verged Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing 0 ❑ 7/28/2006 Wall Sheathing 0 ❑ 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel ❑ 8/1/2006 Dry In / Flashing Inspection ❑ 8/29/2006 Frame Inspection ® ❑ 8/31/2006 Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ 0 9/1/2006 Electric T.U.G. APPROVED 0 ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num Plumbing Inspections Verified Performed Date Performed I►AwME—Nl 6/21/2006 8/29/2006 0 ❑ 6/28/2006 Z ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/28/2006 ❑ ❑ 482128 - 9/1/2006 124 2361 A-R PE34163 BN2653 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=482128 10/ 11 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Magnolia Club / Phase II Order #: 511496 - 10/11/2006 Building Permit Number: 06-1524 Roof Permit Number: Slab Permit Number: Gas Permit Number: Block: Lot: 124 2361 A-R Building Address: 141 Magnolia Park Trail Parcel Number: Private Provider Firm: CAPRI Engineering, LLC. Private Provider Name: Gary Elzweig Lic./Reg. Num: PE34163 Duly Authorized Rep's Name: Steve Roseman Lic./Reg. Num: Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing Underground ® ❑ 7/28/2006 Wall Sheathing 9 ❑ 6/21/2006 Inspection/1st Rough • ❑ 6/23/2006 Slab Inspection Inspection 2nd Floor Rough In ® ❑ 6/30/2006 1st Floor Tie Beam / ® ❑ 8/29/2006 Inspection/Top Out ® ❑ 8/1/2006 19 ❑ 8/29/2006 • ❑ 8/31/2006 • ❑ 10/11/2006 Electrical Inspections Verified Performed Date Performed ® ❑ 9/1/2006 0 ❑ 8/29/2006 ❑ ® 10/11/2006 Lintel Dry In / Flashing Inspection Frame Inspection Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection APPROVED 0 ❑ 6/28/2006 0 ❑ 8/29/2006 ❑ ® 10/11/2006 Mechanical Inspections Verified Performed Date Performed V1 ❑ 8/28/2006 ❑ R 10/11/2006 Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection APPROVED Inspection Performed Rough In Inspection Final Inspection APPROVED I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Represen http://ecapri.corn/reports/pciRpt.aspx?orderID=511496 10/11/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1524 141 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing ( ❑ 7/28/2006 Wall Sheathing ( ❑ 6/23/2006 Slab Inspection ® ❑ 6/30/2006 1st Floor Tie Beam / Lintel • ❑ 8/1/2006 Dry In / Flashing Inspection • ❑ 8/29/2006 Frame Inspection ® ❑ 8/31/2006 Rough Insulation Inspection ❑ 0 10/11/2006 Final Building Inspection APPROVED Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 9/1/2006 Electric T.U.G. ® ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/21/2006 0 ❑ 8/29/2006 0 ❑ 6/28/2006 ❑ 8/29/2006 Mechanical Inspections Verified Performed Date Performed (9 ❑ 8/28/2006 ❑ ❑ 511491 - 10/11/2006 124 2361 A-R PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representati http://ecapri.com/reports/pciRpt.aspx?orderID=511491 10/11 /2006 Inspection Request City of Sanford, Florida Address: Date Received: Date/Time Inspection Needed: Permit Number: Owner: Requested By: Inspected By- Date- Buildi g: ❑ Foundation )l aY :Lintel i�ti� �' Frame ❑ Fill ',Final 10i'1 I. lD� Roof Shingle Deoof Decking W 5I�I e) tjV Electric: ❑ C.O.S. 11 ❑ T yc e ,Rough-In'dxq ;-Final 11�tl elvgloto ('tzirQ(o ��(�� Plumbing: .9 Sewer ''Rough In , . Final ❑ Pressure Test Tub Setf 24A �, Insulation: ough n/ $�2,5100 Mechanical:LRough In Pool: ❑ Foundation Occ Lic: ❑ Preliminary Comments: ❑ Final gjFinal ❑ Final Final CITY OF SANFORD PERMIT APPLICATION Permit # _06-1524 Date: 10-17-2006 Job Address: 141 Magnolia Park Dr. Description of Work: Plumbing — underground, rough -in, top -out, final trim Historic District: No Zoning: Value of Work: S 4,000.00 Permit Type: Building _Electrical_ Mechanical _Plumbing X Fire Sprinkler/Alarm _ Pool _ Electrical: New Service -# of AMPS Addition/Alteration _ Change of Service _ Temporary Pole _ Mechanical: Residential X Non -Residential_ Replacement_ New— (Duct Layout & Energy Calc. Req'd) Plumbing/New Commercial: # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: _# of Stories: ____# of Dwelling Units: Flood Zone: (FEMA form req'd for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton 5850 T.G. Lee Boulevard Suite 6000 Orlando, FL 32822 Phone: (407) 857-5200 Contractor Name & Address: First Ouality Plumbing, Inc. 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386)_77"918 Contact Person: Rick Capman Phone: (386) 775-0909 ext. 20$ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I 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 IMPROVEMEN TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date _Gary W. Evers Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _Personally Known to Me or _Produced ID /17/2006_ Signature of Contractor/Agent Date Gary Wayne Evers Print Contractor/Agents N /L , Signatu efFiooida..Lla FCTIFFANY A ROLONMy C�'�++'+ MION N MCM781 or E.'O KC; a nt8.xro9 (407) 306 0 ". ':wida Notary swfte. cam Contractor/Agent is V Personally Known to Me or —Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: First Quality Plumbing & Irrigation Inc. 746 N. Volusia Ave. Orange City, FI 32763 Phone (386) 775-0909 Fax (386) 775-0918 October 17, 2006 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Leonard Briand, D.R. Horton Homes: 141 Magnolia Park Trail Permit Number: 06- 1524 D.R. Horton Homes: 140 Magnolia Park Trail Permit Number: 06- 1645 Should you have any questions please feel free to call me at the number above. Sincerely, Gary W Evers President License # CF-CO50566 State of Florida/ County of Volusia The fore,pi�nB�nstt��uument was acknowledged before me this day of (�A-Cx►�Q t"- . 2006 by Gary Wayne Evers ,who is personally known to me and who did not take an oath. 04 . a A-6,X&C, Notary: `� TIFFANY A ROLON MY COMMISSION # t)[k138781 EXPIRES: June B, 2(x)4 (407) 398-01 5£. F:cr as Notary Service.com Permit q : f) to" 1 szq CITY OF SANFORD PERMIT APPLICATION Date: Job Address: 1! 1 1 Description of Work: El Historic District: Zoning: Value of Work: $ I;z Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm — Pool Electrical: New Service - q of AMPS I5b ••ZOD Addition/Alteration Change of Service Temporary Pule NlechanicaL Residential Non -Residential Replacement New (Duct Layout & Energy Calc Required) Plumbing/ NessCommercial: # of Fixtures # ot• Water & Sewer Lines # of Gas Lines Plumbing/Ness 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 fur other than Parcel 11 11 �- (Attach Proof of Ownership & Legal Description) Owners Name & Address: _J) r� [ 1� >CT� 5gSr7 / �' ¢-e— -8 1 V6� .S /,0 �006'2-----__ �r�a,Y7d1) F-�_ 3/Z-/q42-- Phone: yoD - IFSO Contractor Name & Address' Q Ys 5 t S E W r �►J! 4Y 'ten —tom/• j Z 76{ State License Number Phone &Fax 32/ Ig(fCr/ 3 ZS-00.31/ Contact Person: _ M r) e- Phone �� .� y Bonding Company _ Address Mortgage Lender Address Architect/Engineer _ Address Phone Fax: Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced pries rs th issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I undrntand that a ,ep:u.ttc peanut 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 la ; rr .ut,nu:i construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENI MAY RESULT IN DOUR P• TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU fNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI In addition to the requirements of this permit, there may be additional restictions applicable to this propeny that may be found nu the pubh: ;: _ ', this county, and there may be additional permits required from other governmental entities such as water management districts. stare agenc;c,. ur lcdcl',H Acceptance of perinit is verification that I will notify the owner of the properly of the requiremen o Flo a Lie Law, F 713 1-or-- 450 Signature of OwneriAgent Date Signature of Contractor/Agent V %�'�1G�PS vow2v C Print Contactor/A ent's Nam Print Owner%Agents Namt g. Signature of Noiary•State of Florida Date Signature of Notrl ate of Florida Date E Q. Owner Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY. Bldg: (Initial & Date) Special Condition, Contractor/Agem is _ Produced ID _ Zoning: Utilities. (Initial & Date) /Personal ��n.to Me or (Initial & Date) FD — - (Inutal & Datr C.� CITY OF SANFORD PERMIT APPLICATION Permit # _06-1524 Date: 4-27-2006 Job Address: _141 Magnolia Park Trail Description of Work: Plumbing — underground, rough -in, top -out, final trim Historic District: No Zoning: Value of Work: $ 4,000.00 Permit Type: Building _Electrical_ Mechanical _Plumbing X Fire Sprinkler/Alarm _ Pool Electrical: New Service - # of AMPS Addition/Alteration _ Change of Service _ Temporary Pole Mechanical: Residential X Non -Residential_ Replacement_ New_ (Duct Layout & Energy Cale. Req'd) Plumbing/New Commercial: # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form req'd for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton 5850 T.G. Lee Boulevard Suite 6000 Orlando, FL 32822 Phone: (407) 857-5200 Contractor Name & Address: First Quality Plumbing, Inc. 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386) 775-0918 Contact Person: Rick Capman Phone: (386) 775-0909 ext. 208 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. `) a— � /27/2006 Signature of Owner/Agent Date Signature of Contractor/Agent Date Gary W. Evers Print Owner/Agent's Name Signature of'Notary-State of Florida Date Owner/Agent is _Personally Known to Me or Produced ID Gary Wayne Evers Print Contractor/Agents Name SEna f Notary-S to of Florida Date -nFI=ANY A R©LON ` y COMMISSION # DD438781 ' XPIRE:S hne8,3009 ) 368✓"CthAgenYis_r�rsonallyJ4 or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: af N C•tl'1' OF S:\NFORD Ph_1011 f APPIAC:\ 1-ION ermit # . 15 `!< Date:-- obAddress: Iy/ h7flgl'10IrG A,r(CTr" 1 Lol I.;`/ >escription of Wort,: tZ 1- `J C v " - -- listoric District: Zoning: Value of Work: S 4 C� sermit Type: Budding V f Icctncal Mechanical Plumbing Fire SprinklcnAlann —,-- Pool lectrieal: New Scn: ice - of AMPS _ AJdition: Alteration �_— Ciaange of Scrvicc Temporary Pule — Vlechanical: Residential Nun -Residential i_ Replacement New _ (Duct Layout S; Energy Calc. Required) Plumbing/ Nets Commercial :: of FiMurcS # of Water 3 Sewcr Lines # of Gas Lines PlumbingiNew Residential: = ot ter Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential t!� Commercial Industrial Total Square Footage Construction Type: - # of Stories: _— # of D%velling Units: - Flood Zone: __-_ (FENIA form required for other than Xi Parcel p: (.Attach Proof of Ownership S fLegal Description) ONnersName ,& Address :-�-_�_- .. }Ct1 - rj }( 5_t: Lee- RwC1�` Phone- -7 Contractor Namc & :address _f--- _ 0 rrl i IZ h C H of 5 ?+LI 1 ' (A►t L� V_ F -- _ _ � J - State License Number: — ('hone S Fax. _ LA 0 . " - .-Z__-_._1 1_` �.._ Contact Person: a r^ t` ��- Phone L�� _Z S_ _2. 5�i Bonding Colnpam Address Mortgage Lender Address----- ArchitectlFngioerr Address. Phone: - ---- ...- - - Fax: - -- ---...---- - Application is herehv made 11, ohtam a pclmit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a penile and That .111 '.snrk will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separuc penim must he secured tilt ELFCTRICAI. WORK. PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS. HEATERS. TANKS. and AIR CONDITIONERS. ctc OWNER S AFFIDAV I f I cenlly that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Laws regulating constucimn and zunin_ �1 \RNING TO OWNIR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY"ING 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 requitcmcnts of this pennit, there may be additional restrictions applicable it) this propeny that may he Itaund in the public rccnrds of this county. and there mac he additional penmts required from other governmental entities such as water management districts, state aecncles, or federal agencies. Acceptance of permit n oilicalion that I will notify the owner of the property of the requirement; of Florida Lien I aw, FS 713 � f 4 y/ �/ s Signature fO..ncr berm- �- --- Date Swrijiure OK011tr.Ictnr:lgy -- - -Date LO Pilot Ow ncr Agent > Name Plint Cant t rAgent'Nric - ---T- a Sienaturc of Maas., State of Flutida Owner A_ent is Personally Known Pr,"ucal IU- "en" f CIE KNOXSI tTature 1I Notary Public State of Flotda '} mission Expires Dec 27, 2006 )) _I,gyCom �g 8858 Commission>Z DD Contrac Notarn-State of Flonda Date bent is —Personally Know o to Me or ed ID_._--- APPLICAI ION AI'PRt)b LD BY hide _ .. _ _ _ ---- Zoning -------- -- --__-- Uulitic-,- ---.-_ - -- FD -__ __---- I I11111al & Date) (hutla1 1C Date) (Initial t Dam (Initial C Date) Spct:ial (-nndittom r Date: I hereby name and appoint POWER OF ATTORNEY I-,- Y M (,/6 of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: 0 Section Subdivision: Township Range .dress of Property) (Owner of Property) Lot 47�i %I-/ and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of C The foregoing it Commission # Contractor Block was acknowledge before me this day of , gw �0 or who produced n and who did not take oath. My Commission Expires: 4; kal FA gel 5 AIN THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MORWI MERK OF CIRCUIT MT SEMINOLF COWY FH *179 Rg 15641 Qpg) CLERK'S 0 E°006050380 REC MDr D R3/:9/,2M 1:?: 47: Al PH REC[1RDIN6 FEES 1&10 REMRbFD BY T Make jLF) K�>nc NOTICE OF COMMENCEMENT k t. (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot 124 Magnolia Park Plat Book 63, Page(s) 54-59, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: (100, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida deli&nated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE ssistant Secretary The foregoing instrument was acknowledged before me this day of M-� rI) , 2006 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a aware Corporal n, on e a o t to corporation. He/She is personally known to me. Notary Public, State and County Aforesaid r f r J otary t n ure Notary Seal (li�tli ? i`IOt SE i,Lrf'ii ''i I 31 L iJR1 St ill t? i? u N VI Lu RTS 81I= DC v ry CLERK LAL)Fit Yublio Strfe of Flo rido Corn Ccl,20KF COnnnlrssion # DD 376042 Bonder+ Rv Ncyinr t, ! doter, Assrt 3' ra C) ` Y3 lION R , CUB CITY OF SANFORD PERMIT APPLICATION Permit #: J Job Address: r Description of Work: SF Historic District: Zoning: Date: ) f E) I' 1 Value of Work: S 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 Footage: Construction Type: # of Stories: 4— # of Dwelling Units: Flood Zone: A:: (FEMA form required for other than X) Parcel #: �t✓Jl / / ^ '/ OD 'y�Q J - 0 (Attach Proof of Ownership & Legal Description) Owners -5�CName & -A-d�dreess�: �� {¢117 " o 1 OL- L t.ec (J C(- 'Si6 (D -—Phone: A77 - Contractors Name & Address: ✓�`~t -tylJ�..� State /4� � Phone& Fax: '�Z� Q�(3 5 I663(Crontact Person: B '� �c�LA--co Phone yo7" � Bonding Company: (-- c r Address: Mortgage Lender: Address: Architect/Engineer: Address,Aal N Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 is permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may bedditional p its required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p ( is verification that will notify the owner of the property of the requ ments of londa Lien 7 3. -_ Signa re of Owner Agent Date a of Co ctor/Agen Datc totJ �i�c.� J3. t zones/ e t me Atu ctge t N e ? ; I I i ure of Notary -State of Florida Date 4,01.4,.ry-State f Florida Date C;Flc rr; OwnertAgenC is=Person 4 io Me; or hr I! t` ' ont(orXAim is ees l i W!rY�. or _ Produced IDLIJ ProduCzd Ila ;izs n . cL� a y APPLICATION A PiOED"BY Bldg .,w ilz ..�.,: Do ing: M Vriliaea' = FD: rir� (Initial &Date) (Initial &Date) (Initial & Date) (Initial & Date)(J Special Conditions: W� Limited Power Of Attorney name and appoint: Craig Coulton, Geoffrey Coulton, and To be my lawful a Lot#. Address: Michael Robinson each agents of D.R. Horton Inc in fact to act for me and apply to The B of: The City of Sanford For a residential permit for work to be performed at: Subdivision : Park And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this day of 4b, , 20(` p By: Richard B. Ladd ( Contractor ) who is personally known to me and did not show identification. State of Florida Uignature ryCounty of Or to Public S Notary Seal PERMIT No This permit shall authorirc work to be done in the City of S.milord (rased on (lie approved construction plans and the information provided below; RiOW-of Way Utilization................... ❑ Driveway .......... . Applicant Nome � ` 1 1 firm: �or �—nn �t�r Address: , �1. �',, U,�rrf� 40-1 Ua Project Location or Address: Title of Approved Ilovelopmunt plans: Apiiroval Dote: Schedule of Work: from ' • To i:mcrgcncy'Ttcpairs ....... p Proposed Activity: Driveway Installation ....... 0 Aerial Utilities ....... 0 Underground Utilities ....... O Dore and Jack.......0 Open Cutting of Roadway ....... ❑ Sidewalk Installation ....... O Other ....... CD Specific Description: .................................................. Excavation information: Total Lengllt(F171 Humber of Open Roadway Cuts Acrial information: Length (F + �f .,,,,,,,,, 1.,,,,,,,•„,,,,,,,,,,. Number of Poles (Exis(ing) Now) it is undcrs(ood•arid agreed tlia( the dglits and, privileges herein set out are granted only to the extent of (lie City of Sanford's jurisdiction and (lie rigltl, title, or intVast in (lie land to be entered and'used by the permittee. Tie permittce sliall at all times assure all risks of end indemnity, defend, save harmless the City of Sanford from and against ai!'(oss, cost, damage, or expense arisigg in: -any manner on account of the permit requnt by said permi(tee of (lie foresaid nglits and privileges. In (lie event of any future construction of road activities by llte City becomes in conflict ways, utilities, rtormwater faciCitios,or any general maintenance with the above permitted activity, the perrnittae shall removo and/or relocate as necessary at no cost (o the City of Sanford, insofar as such facilities are within the public dght•of way. 4 Ci1LL THE PUOLIC W S DEPT. AT 330.5081 TO SCi{EDULE A PRE -POUR INSPECTION APPLICANT S(CNATURF-lo DiITC. Reviewed: Public Works Date _ Utilities. _ _ .... _ Date APPROVi:1) f'nginrr:rmrl i):rlt AA z Uk SANFORD P.O. Box 2847 SANFORD, FL 32772 I'I 10M." I! (407) 330-5630 FAX 1! (407) 328-7367 APPLICATION FOR lJ'I'ILI'I'Y SI,�RVICI: A(:('O()N'l (I:UI.I, NAIv -,) SI:IZVI('I" A.I)I)RFsSS IWl i , lC* MAI I "INc\l)L)ItIiSS, TURN ON DATE ii ------------ ny . Lim SINGLE FAMILY RESIDENCE / MULTI -FAMILY RESIDENCE COMMERCIAL •- `1 � 2.v�` to r11 s+AT-[ _ E �o�t�0.G� :att C,ovl �rl WORK#q-D -1 SOCIAL nn SECURITY# HOME# N'+Z OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUS PROVIDE'PROPER IDENTIFICATION AND ANY OUTSTS MU ANDING CHARGEST BE PAID A I THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS._ I MUST P ALL OUTSTAN(�IN[, (`uet�r�cc SIG N E D ;T\ DATE r DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR (.)A"I'f_ r FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION Forinswarce Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 141 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tau Parcel Number, Legal Description, etc.) LOT 124, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE&ONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - ##' - ##.##" or ##.#####q ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNHREVISED DATE B8. FLOOD ZONE(S) (Lone AO, use depth of Iloodrxl) 12117CO045 E 1117,15 4/1/795 A, X 30.30' . , u „I U M �U F,wu crovauu i torcr uaia w uase noun uepin enremo rn bu. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): BRISKEY & ASSOCIATES ENGINEERS, INC. 811. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Ai-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR(A1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 ConversbVComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No ❑ a) Top of bottom Floor (including basement or enclosure) 42. 1 ft.(m) ❑ b) Top of next hider ft= WA . ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o ❑ d) Attached garage (top of slab) WA. ft.(m) g ❑ e) Lowest elevation of machinery arxYorequipment w in - servicing the building (Describe in a Comments area) ' NIA. ft.(m) m ❑ f) Lowest adjacent (finished) grade (LAG) NIA. _ft.(m) z' rn CI g) Highest adacent (firdshed) grade (HAG) WA. ft.(m) N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 J ❑ i) Total area of all permanent openings (flood vents) in CM 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001 CERTIFIERS NAME: JAMES JAY ALES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N.ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 2/PM (407) 426-7979 - FtMA 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 Cody We BUILDING STREET ADDRESS (Ind ft Apt, Unit. Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 124 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE CwVany NAIL Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agwilbonpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON CONSTRUCTION DRAWING ONLY ❑ Check here 'rf 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), compete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Buikfing 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, 4 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 adacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ardor equipment servicing the building is _ tL(m) _in.(an) ❑ above or [I 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 c ommmity's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-rssued or commxrn dy- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, Q and Ea►e oared to time best o fmy Ivnowfedge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's kodplain management ordnance can compete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable ftem(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 755. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCHOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Constriction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here'II attachments FEMA Form 81-31, January 2003 Replaces all previous editions THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05636 PG 1167 CLERK'S * 2005036873 k - PM k G FEES 10.04 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property Lot(s) 124, 125, 126, 164, 165 Magnolia Park, Plat Book 63 Page(s) 54-59, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): ame: Phone #: ddress: Fax #: ontractor: D.R. Horton, Inc. PS Phone #: Fax #: ddress: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 urety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 (Corporate Seal) y STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of c V I 200.E by RobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on behalt o t ie corporation. He/She is personally known to me. Notary Public, State and County Aforesaid A-j ota ignature Notary Seal MICHELLE 788�LA�DEk, --.Notary Public Floridr) Commission # Dp 37bO4p Bonded By Notional N(3, y j OAK CERTIFIED COPY MARYANNE MOR CL E RK OF WRCUIT C1 JTY.A[)4IDA TY (:LERK PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 124, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 124 CONTAINS 6901 SQUARE FEET t THIS STRUCTURE CONTAINS 2778 SQUARE FEET t TOTAL CONCRETE 767 SQ. FT. t TOTAL SOD 3356 SQ. FT. t ttt�t�3� Q�O•P 411 V Q•�Q fw� V� PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 4�/ 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN Al— OPTION LIST FOR CONSTRUCTION, ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED 13Y CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS 1S NOT A SURVEY THIS IS A PLOT PLAN ONLY 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN AND ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 124 AS BEING S63'25'00"E PER PLAT. (FIELD DATE: REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM41106 PLOT PLAN 2-13-06 DLC DRAWN BY: PLOT PLAN 4-1-03 IML 1" = 30' GRAPHI SCALE 0 15 30 LEGEND - - BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POL POINT ON LINE - - RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE o L DENOTES DELTA ANGLE DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER CB PC DENOTES CHORD BEARING LB LICENSED BUSINESS DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALC) CALCULATED CBW CONCRETE BLOCK WALL FNO FOUND RP RADIUS POINT C/W CONCRETE WALK R RADIUS S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE Ill PERMANENT REFERENCE MONUMENT SQ. FT. SQUARE FEET BOC UP BACK OF CURB UTILITY PAD IUJU N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY ALES PSM #4997 DATE JIX ACROSEcN Li CLASsAMCIPTIOPIAL "IT � II y y , y 'law �Il�lllll�ll�llyll ►� IQ� 2 REVISIONS (s) wrou'r Mm PUS ro�e �Ir� WeopeT)DOW DESCRIPTION .LµeACHED /,T% (=6'CfMa) REV. n10. ZONE: DATE: ECN NO. APPVD: 1 82 1 11/00 - MWW Ott (1) WAS (2) FOR TRACK BOLT wa'TO DOOR Do. il` a�i (io -A Sw p amroc-L� vmm crop, soTmll a caam), D kk AYw Y Frf w Aye v �,A.� LISTED vxw V R.t•s:.aeo' ■ ®� m. z-1/x' u a oALv. AEi1 7RAC1I e1LAara. since) (•) TRACKepACNETs rw IeOE. POW rcEaaolo t+a is epAwu REPORT#9606C 0 3'. 20 U-BMS N A x-1-1-1 n+ Mf�MDDY DVDON M1IDIIT (LL iw0 V-MRS ' OwE ON eU-sw am II . SECDa4 ETC) IIOKT I71d/e' SHEET METAL Scam -------------- VpDAi ) A ` Op1101M1 ouTDOE NL•IED LOCK roam" —MAX. Doke we"-- _... _. .. _._ . _. . _ ___'�- yLry END wrxi '• �• Nnrz 1, mart rBwE •TIN u.v. + LAC wows a le I oe. IeN. Dom W ro 7'-Q' NION CONSST Oi'(.> SECTWNS CMlwo ON OUISOE SIIREAtE wl9Rtt REDIeRED. tAO faewS MAY SE COMR�ReN AOr ITOIADe40 BT DOOR NSTAKjFII (1D SIX) Dom owl r o waI wNs sT as (s7 sccl fear AN eewelEDt ro reaTOE A TTzwT vounela xo u uN MLv. R!a OD STR£ DomswrAm NDnzwm i m 00 MDT IRVNa t" x„a VaLow PNE •we m M 0A1.v. sml Ma. STRE B x nocN MOLDED NSIDE ve c KK uii p�p�75'iA oaD W w�000 d= erm r e-e . UTE RETAINER 1eJ/A' PM wAD scKw ■ITN ONE S/teti 1RAc� eMORi. 2! CA YN. SIEE1 (ID wKeS ►FA LITE) w CExlRTKf (c-so W. COATED wITN-C-•0 InN. M PONT f:FNIDIS . re uw. wNgfl[) OR �7/Ie• la. RaNa wsw r cALvwzNe, eANEo-oN PReFA: 1/••. • iAfY,o11 SLwM OM n-1/z' cD as (x.000 rAsmla (auE vu eauR) u cAro ism AND A eV1ED-ON-P'OLlE51FA- SAP Ora iMGCES ►9 ML sAS11fA5 NE1110fD MM R11[/l To, CMr APPLIED To 1)OIN owo ARIITIC L IMI.TK, yg•� ,y1c11pef, 1� o.D. Y!l 1M91FA IIEOUMED y VLv. STEEL iR.L� rM 1 u O ' � � w A) /1• a SIIRi YEi1<, 12 M ULv, STC[l TOP 70 SIO[S of Sm7. SIaf1.., ROK1D1 eeACNET Ual ONE SMC LATE" ON eTm TMCKNS. ANaIORS MAT K A LDDIAeeK 13 a D/LV. STF71 BIAG�• T (NIACj[CT ARAtN(D ./(•) WIER. SIRE GOI SD[ OF o00e. (SR NOr KWolm) ro rE E A lml D mAOK AiTAGI[D TO 4tij �1 sal/ TStll IiMr i SfAEM7 PER Ew mmc 1•.s/e' sNaT NETA< eoKeTnlc suIPA1z NowxaNDL awes oo Tlor ntN aTeE I ••.e/e• sNr W jowls: TeAN5m Uwa OR Two 1/A OUTSIDE NOTED Y DA 91ONr. STEM. to IIAKl STEEL ROLLER. KANDLE END MARK wESTERK w, rx- END - IA NNCAVI, STEEL S"'E METE. STILL PDFP ^ mr K •••^• gy.MOM TLomoA ° /2763x EASItM TO Oro SIRE . $IRE$ w/l Its/e•' NIM IwIDE j. (.)MET �DPT>oN DESIGN LOADS: +24.0 PSF k -24.5 PSF t• TAU u-BAR it/A3/A'SEV zo cA cLLv. STEEL TAPPNc sctws� N NaTT r TIK oESCN a< THE SWrORTNO SIRUOIURAL Oi1NT05 TEST LOADS: +36.0 PSF k -37.0 PSF '< MIA. TuD 57Aa01N So Ku OUTSIDE E R THE PCSPOTK46R1TT ar iNE rROEESSOTVI of ' Ixccao roR iNE eK RDUG a srauerl aE An0 N ACCORMIICE 1--I )• .i- S' TAM , 20 u r-.Lv, STEEL u-svLs END SLIDE BOLT MAIM CUIeIENr ellaeelc 000a rD11 tNc LoeDS LISTED aN OI.aNM1 "'—` we eon w' PART NO.: - A 1 w A x-1-x-f PATTERN tLE. Iwo U-Wt5 SIRE LOCH @ICAOE3 116 OPA.NTC' PN III A TU.m TEAL OD�1 /e' I.. oN 9oTiou sECT10N, o�IC u-BMA oN rmlT Norlw uri•s. Saw 01e•r.1w 312 IEeNuI st Aae 200 sEK:,ION En.J. EACH AnAaleo `�N «K IDEAL tT6 43202 r wnN 1/••.004 sEv TAPW.0 salEws Loo r aarA.°"�NResa oa cls co TOLERANCES ... td. Na 1-f13 3e1 c600 PER SIRE LOCATM. EOM 4 awlwM IrM M I� % M WL/MacowKEi Fn No.ft Il 3-162-36't w •..1.../..u•. •+rE.•L•. .0 1.03 00 . s •013 DESCRIPTION: MODEL BAST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD c.nICI14-A (SIDE vrcwl IDfv avna+ M.w.. w. Mi» ewY »rA �, .000 w t.003 :DWG.sett Bona. BnAtNEi " ' I" "^• """»'O000 • t.00t DRAWN BY: BMM DATE: 4/18/00 SCALE: NTSAnACNEo wnN (xt /I••s/s' suEEr ilErrL scREws. D1 '^"' ^""�" ""''"" t . t 1/2 CHECKED BY: MWW GATE: 4/18/DO SHEET 1 OF]ISIZEB i S+nn wUImAIM �i+.Exsm+. vroauuo,, ' - rd A,4.vD1uEr'mo s�.nE w ir�atEs. DWG. NO.: 102t38 REV. N0. t A r - 4 y A 3 3 N -- ,�Q,2 ONE BY VOOD MAIL 2000 SH l X 2 7/16 X 1/8 2000 S!i 1 X 2 7/16 X 3/0 BUCK BY JOTHERS AMB (TYPJ TUBE MULLION JAMB �'J TUBE MULLION CONCRETE OR MAS5.4RY 1 1/4' MIN.Q BY OTHERS EMBEDMENT'. Q 18 X 1/2 SELF 118 X 1/2:SELF TAPPING SMS TAPPING SMS - ' INSTAU.ATM4 ANCHOR V16' MA ... .` JAPCDN SCREV ANGER PJ 1 ERNAL' INSfALLATION.CLIP SEM ANf BETVEDI SEALANT BETVEDI n1HE MUILIDN -y VINWV FLANGES Vww RANGES ". j ` �• t MJLLIDIF L MULL" 2000 Sit TO' CONCRETE O HERO 48 X 1-1/2 SELF #8 X 1-1/2 SELF ,IAMB (TYPJ 1#J1110N (MPUES:.TO HEAD.:ec SILL ,WHERE t' X 4 TAPPING SMS TAPPING SMS 88 _ i.. _2', X .4'.' TUBE 'MUWONS ;ARE USED) , SECTION A —A (1) SECTION A -A. I ' �.� � u: s8 X• L2 •SELF � �EI611�B ._._. - ..TAPPING SMS. _ < ! INSTALI,ATIONNAANCi OR 1 X 4 X I/8 1 X 4 .X 3/8. SCREV ANCHOR CM.) TUBE MULLION TUBE MULLION F ' .' - SILL CLIP 08 X 1-1rL'SELF SEACAMT-BETVEPN j TAPPING, SMS VIMDOV•FLAMMS v -� 2000 S H 2O00 S.M. L MA L>OM ;'. 1 1/4• MIXJAMB (TYPJ JAMB RYPJ SECTION A —A (51 Q.: r r ' EMHEIHENT F. #8 X I/2 SELF to X 1/2 SELF _4 TAPAUXIUARY.`RLp?F PING SMS TAPPING' SMS - ._ _ _ . --- _<F _ ADbTT]DNAL M1GflR2r�VNiN REOUIREDA VINDOV FLAWX's SEALANT A ov #ETVEDI _ ` : O (� t MULU@I t 49 SELF TAPPING 8 8 x 1-1/2 SELF IS X 1-1/2 SELF.....- ; TAPPING. SMS TAPPING SMS SMS RYPJ DMILH MULLIQN � :_. .. ..' SECTION A -A (3) SECTION' A=A (4) � vIEWED FROM QExTERIOR 0.. FLORIDA EXTRUDERS; �ACTU NAME : F VERTICAL MULLION•'-SECT1 MAS'TER. 01 ' # r7 - SEE: OTHER , S.I pE� C-SHEET - TO i 1IO2 DESIGN PRES$UR�=CAPACIT:IES.- DRAWBy. ;1$W 2 ' �= ':.APPFTO4EA :HY. :7 DA4E:2/ /.n?-o-7p:AITf• 'q PRODUCTS Fax 33666844 8 Oct 22 2003 17:22 P.02 r ERT�p?STIIVG ABORATORIES ( � 4ftw► Architectural Division • 7252 Narcoossee Rd. • Orlando, FL U822 � (4C7) 384-7744 • Fax (407) 384-7751 Web Site, www.ctlarch.Com E-mail: ctlarch.com Report Number: CTLA-90OW-5-16 Report Date: January 9, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: EN17Up A PRODUCTS, INC. P.O.BOX 8908 GREENSBORO, NC 27419-0908 Product Type and Series: Endure► Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by with Aluminum Inswing Threshold Nan Ya Plastic/ Pleat -Pro Distinction (74% 9811) HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinforcement DA 101/J.S.2-97 "Voluntary Specification for Aluminum, Vinyl Test Specifications: (PVC) and Wood Windows and Glass Doors". Frame Componcats • The main frame meusured 74" vvide x 97.625" high vveratl. Frarnc consisted of two (2) 4.562" wide x 97.625" long. One (1) franv header 4.562" %Hide x pine jambs measuring 72.50" long, coped and butted corner construction, secured with two (2) 0 8 x 1.75" P.H., flat head wood screws. One (1) aluminurr► (ZA14566) inswing threshold measuring 4.562" wide x 72.50" long. Configuration: Six panel opaque, fiberglass double door unit (Inswing). XX Panel: ActiW and astragal panel measured 35.75" wide x 95.25" high. Door Panel Comtruction: The panels are constructed of nan ya fiberglass (0.075") thick S.M.C. skins. The interior PU foam flush type. The top & bottoan rails are constructed cavity of door is filled with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. 'Me With X hinge stile is coalstrueted with one (1) puce of foam PVC plastic measuring 1.200" high x 93.250" long, one (1) piecc of wood reinforcement measuring 1.4375" wide high 93" long one (1) U shape rcinforccmcnt steel measuring 1.5937" wide x x 0.65" x and 0,79" high x .079" thick x 93" 10%. The, lodwtilc is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood 93" long, one (1) Piece of wood reinforoernent measuring 1.4375" wide x 0.65" high x 1,5937" wide x 0.19" high x 93" long, two (2) Pieces of U shape reinforocmcnt measuring reinfor=nmt steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" lo"ng top piece), (27.56" long bottom piece) and one (1) wooden lockbox measuring w wide x high 20" long. A DBK-R door sweep was attached to the r bottom rail. The 0.79" x astragalis attached to astragal panel. Glazing: N/A l l I Page 2 of 3 Endura Products. Inc. RCRQ't s C1LA-900W-1-16 Weather Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 Jambs: Two (2) pieces of weatherstrip Endure QEBD 650 Astragal: One (1) picco of weatherstrip Endura QEBD 650 Jambs: Two (2) pieces of Endura simple solution corner pad Bottom rail: One (1) piece ofDBK-R door sweep Hardware & Location: One (1) Kwiksct Deadbolt located 54.197" fivam top of panel One (1) Kwikset passage lock located 59.687" ftom top of panel Onc (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with reinfrncertsmt located on astragal panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", 58.681 and 94.912" mmesuring from top of door panel. Sealant: An adhesive sealant was used to seal unit into rough opening . Additional Description: Each hinge was attached to flame with four (4) screws, the top binge had two (2) #10 x 2.50" phdUps counter sunk screw and two (2) # 10 x .75" phiilips counter suck screws. The middle and bottom bingo had am (1) 010 x 2.50" phiDips counter sunk screw and three (3) # 10 x .75" phillips counter sunk screws. Hinges were attached to door panel with four (4) #10 x .75" phillips counter sunk scrowa. Installation: Fourteen (14) #10 x 2.50" philbps counter sunk screws were used to secure specirttart to wooden test buck. Six (6) in the frame head located 6" &= each jamb then 18" ox. there after with two (2) at mid span through astragal Mike plate. Fivo (5) in each jamb located 6" fi n each end 22" o.c. the u&ft with one (1) at mid span. Comment: ragr:nh No 2.1.2 2.1.3 2.1.4.2/4.41 D/P +40 D/P —40 Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was usod in a manner that did not inEueaee the test results. Performance Test Results Title of Test M%hod Measurad 6112wed Air Infdtmtion ASTM E283-91 .01 cSn/W .34 cfrn/W. @ 1.57 p3f The tested Wocimen meets or exceeds the performance levels specified in AAMA/I01/I.S.2-97. Water Resistance ASTM IEC547.93 5.0 gph/ft' Four (4) five (5) minute cycles No Entry No Entry Aru = 6 psf D/P 40 Uniform Load Structural Permariew Ddbrrnation @40 psf Positive @40 psf Negative ASTM E330.90 Twenty-nine (29) second load .041 " .055" Unit tested without reintorcernerd Unit tested with two (2) screws added to header .382" 382" ENDURA PRODUCTS Fax:3366634478 Oct 22 2003 17:23 P.04 Page 3 cf 3 End= Products, Inc. Report W CTLA-90OW-5-16 Performance Test Results (continued) PtsENBRUAQ IWa of Test MIdbod Menu Al1 ond 2.1.4.214.4.2 Uniform Load Structural ASTM E330.90 Permanent Deformatioa Ten (10) second load @60 psf Positive 203" 38Z" @60 psf Negative 109" .382" Unit tested without miu#brcement Unit tested with two (2) scraws added to header 2.1.4.2/4.4.2 Uniform Load Structural ASTM E33000 Permanent Deformation Ten (10) second load @72 psf Positive .027" 382" @82.5 psf Ncgxtive .007" .382" Unit toatod with reinf"orcamcut Unit tested with two (2) screws added to header Mid -spas of lockstilc max allowable perm set at load (0.40/. of span) = .382" Test Date: May 30, 2002 Test Completion Date: July 10, 2002 Remarks: Detailed drawings were available for laboratory records and comparison to the test sp=u= at the time of this report. A copy of this report along with rap er#aUve sections of the test specimen will be retained by CT'L for a period of four (4) years. The results obtained apply only to the speoimeu tested. 'Ibis test report does na constitute certification of this product, but only that the above test results were obtained using the dcsi nswd test methods and tbay indicate c=pliance wits► she performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the cheat is accurate and that the pbysical and chemical properties of the components are as stated by the manufsctartr. Certified Testing I abosatories,1w. Walter wiuiams Lab Tachoiciau Ardutoctural Division cc: Endam Products, lnc. (4) Ramesh Patel, P.E. (1) Filc (1) Ramesh Pawl, P.E. Florida Reg.# 20224 ",�,�„, ,.�,�,.,.,,,, ur.•.�.wvvu•+�+i0 UI.L LL LVV.7 1� i� r'.VL l � G RTIFIEDTtESTING ABORAT0RIES Architectural Division • 7252 Narcoossee Rd. - Orlando, FL 32822 (407) 384-7744 •. Fax (407) 354-7751 _ Web Site: www.ctiarch.com E-mail: ctlarch.com Report Number: CTLA-900WZ-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OZOX $908 GREENSBORO, NC 27419-0908 Product -Eype and Series: Endures Ultimate Astragal Six Panel opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction witb Aluminum Outswing Threshold (74 "x 81 ") HGD-LC35 w/o Reinforcement, RGD-LC50 vr/ Reinforcement Test Specifications: DA 101/1.S.2-97 "Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : The main fiame r:masurod 74" wick x 81.125" high overall. Frame consisted of two (2) pint jambs measuring 4.562" wide x 81.125" long. Ono (1) &a= header 4.562" wide x 72.50" long, coped and butted corner construction, secured with two (2) # 8 x 1,75" P.H., flat head wood screws. One (1) alum» nun (ZFOB4566) outswing threshold mcwuring 4.562" wide x 72.50" long. Configuration: Six panel opaquo, fiberglass double door unit (OutrAing). XX Panel; Active and astragal panel measured 35.75" wide x 79.25" high. Door Panel Construction: The panels are constructed of nan ya fiberglass (0.075") thick S.M.C. skins, The interior cavity of door is•fillcd with PU foam flush type. The top & bottom rails arc constructod with foes» PVC plastic and measured 1.5937" wide x 1.125" high x 35.125"lon8, The hinge adlo is ceestnuated with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" 1oag, caw (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long. The lockstile is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" long, ono (1) picot of wood measuring 1,5937" wide x 0.79" high x 77" Ioag, ono (1) woodon lockbox measuring 1,5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attached to the door bottorn rail. The astragal is atmehcd to astragal panel. Glassing: N/A Weatber Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 lambs: Two (2) pieces of weatherstrip Endura QEBD 650 , Sill: One (1) piece of weatherstrip Endura QEBD 650 Astragal: Oao (1) piece of weatherstrip Endure QEBD 650 LWL )ambs: Two (2) pieces of Endura simple solution comer pad t ` i�� D� Bottom rail: Ono (1) piece of DBK-R•door swocp t Z. vv 1 4 4 L vV,J i f • 4 `1 r. vJ 1 Page 2 of 3 Bndura Products. Inc. R p= # C iLA-90OW5-1 Hardware ell Location: Out (1) Kwikset Deadbolt located 38.5" frets top of panel One (1) Kwikset passage lock located 44.0" frmn top of panel Ono (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with rcinforoemen# locabcd on astragal panel. Throe (3) 4" butt hinges on door &arc located 6.4375", 37.625", and 68.3125" measuring frmn top of door paacl. Sealant: An adhesive sea]- at was used to seal unit into rough opening . Additional Description: Each hinge was attached to Liam with Sour (4) screws, the top hinge had two (2) # 10 x 2.50" philiips counter suck screw and two (2) # 10 x .75" phillips counter sunk screws. The middle sad b r dry, hinge had om (1) # 10 x 2.50" Phillips counter sunk screw and three (3) # 10 x .75" phfllips counter sunk screws. Hinges ware attached to door panel with four (4) # 10 x .75" phillips counter sunk screws. Installation: Twelve (12) # 10 x 2.50" plullips counter sunk screws were used to secure specimen to wooden test bucL Four (4) in the fisme bead located 6"f m each jamb than 18" o.c. there after. Four (4) in each jamb located 6" 8om each cnd 22" o.c. thereafter. Comment: Nornieal 2 rnii polyethylene f3lrn was used to seal against air leakage during structural loads. The film was used in a r vww that did not influence the test results. Per[orms►ace Test Results ftngn ►gh ,N Title of NOW Measured Allowed 2.1.2 Air Infiltration ASTM E283-91 .01 cfin/R= .34 ct} fO. @ 1.57psf The USW specimen meets or exceeds the performance levels vp=ified in AAMA/101/I.8.2.97. 2.1.3 Water Resistance ASTM EU7-93 5.0 gph/ft- Four (4) five (5) minute cycles No Entry No Entry WTP = 7.5 psf D/P 50 2.1.4.2/4.4.2 Uniform Load Structtual ASTM E33U-90 Permanent Deformation Twenty-six (26) second load D/P +50 c@50 psf Positive 012" .317" D/P -50 @50 psf Negative .001" .317" Unit tested without kit 2.1.4.2/4.4.2 Uniform load Structural ASTM E330.-90 Permaucat Deformation Tau (10) second land @75 psf Positive .011" .317" @56.25 psf NeS%dvc .001" n 31 r Unit tested without reinforoemetst kit Q}' _ �� ENDURA PRODUCTS Fax:3366684473 ^uct 22 2003 17:26 F.04 Page 3 of 3 Endures Products, Inc. Report # CILA-900W-3-1 Performance Test Results (continued) 2.1.4.2/4.4.2 Uniform Load Structural ASTM W3o-90 Permanent Deftrmation Tea (10) second load @75 psf Positive .01 I" .317" @75 psf Negative .139" .317" Unn tested with reiu£orcanaut lit Mid -spates of iackstilc max allowable perm. sct at load. (0.4% of span) 2m.317" Test Date: May 16, 2002 Test Completion Date: May 16, 2002 Romans: DoWdod draynags were available for laboratory records and omnparisoa to the test specimen at the time of this report. A copy of this report along with mpteseuta:tivo scctim of the test spo;imon will be stained by CTL for a period of four (4) yeses. T1x results obtained apply only to the specimen tested. This test report does not con&tuts certification of this product, but only that the above test results were obtained using the &*4pukted test meths& and they indicate compliance with the perforrnsum requirerneMs (paragraphs as listed) of the above referencod specifications. CMIWcd Testing LaboutorWa assumes that all inEorrruriion provided by the client is aocurate and that the physical and chemical properties of the oontponmts ate as statad by the manul$cturer. Certilicd Testing laboratories, Inc. GU �-�' Warren Williati�s Lab Technician Architectural Division cc: Endures Products, lac. (4) Ramesh Patel, P.E. (1) File (1) i i � • L: Rsrncsh Patel, P.E. Florida Reg.# 20224 s Architectural Testing January 10, 2003 Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 RE: Summary of Results: JSWE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/model JSWE-ZFOB-XX-06. The specific tests and results are: Test Subject Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Resistance NIA _ ASTM E 330-97 Uniform Load Deflection Test 48.0 psf ASTM E 330-97 Uniform Load Structural Test +/- 72.0 pef Design Pressure Rating based onE 330 +/- 48.0 psf Design Pressure Ratin ased on E 54? N/A Note: Design pressurc rating based on water test can not exceed design pressure rating based on load tests. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, INC. sepIvA. Reed, P.E. Director — Engineering Services JAR:jar cc: 01-42675.01 110 Derry Court York. PA 17402.9405 phone: 717.764.7700 tax: 717.764.4129 www.archtest.com - 2- ENuURP PRODUCTS Fax :336668447u ^ v Oc i 22 2003 i7 :3i P. 03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE-ZFOB-XX-06 TYPE: Ultimate Astragal Steel French Outswing Door Its Uniform Load Deflection Test Pressure f48.0 sf Uniform Load Structural Test Pressure t72.0 sf Dcsien Pressure Rating ±48.0 sf Reference should be made to ATt Report No, 01-42675.01 for complete test specimen description and data. Architectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDUILA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Testing, Inc, (ATl) was contracted by Endura Products, Inc. to perform tests on a Series/Model JSVti'B-ZFOB-XX-06, ultimate astragal steel french outswing door. The sarnplo tcstcd successfully met the performance requirements for the test methods below. Test Metbod: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen Description: Series/Model: JSWE-ZFOB-XX-06 Type: Ultimate Astragal Steel French Outswing Door Overall Size: 6' 2" wide by 6' 9-7/8" high Panel Size (2): 2' 11.718" wide by 6' 7" high Finish: Test unit was white. 130 Derry Coun York, PA 17402-9405 phone: 717.7154.7700 fax: 717.764.4129 www.archtest.com ENDURP PRODUCT' Fay:3366b84478 v Oct 22 2003 17:32 P.05 J 01-42675.01 Pagc 2 of 5 Test Specimen Description: (Continued) Weatherstripping: Descliptio Quantit Location Kerf mounted "C" shaped 1 Frame perimeter and astragal open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 2 Bottom of jambs and astragal 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high 2 Bottom of door panels DBC — H double fin single bulb Frame Construction: The head and jambs were constructed of wood. The sill was constricted of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/ 16" wide by 3/8" long staples. Panel Construction: The 1-3/4" thick Johnson Steel Wood Edge door panel was constructed using two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All corners were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and 98 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through the astragal with 98 x 2" screws, two per plate. _ 57 v VVvv��Ia uct 22 2003 1. 33 P.06 01.42675.0 t Page 3 of 5 Test Specimen Description: (Continued) Hardware: DcscritR ion Ouantit LQoation Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11 " from head and sill and one midspan Drainage: Sloped sill. Reinforcement: No reinforcement was utilized. Installation: The door was installed into a 2 x 8 #2 Spruce -Pine -Fir wood buck and secured using #8 x 2/1/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws 10" from corners and 12" on center. The exterior perimeter was sealed with silicone. -- a Test Results: The results are tabulated as follows: Title of Test Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the meeting astragal) (Loads were held for 28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the panel) (Loads were held for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the panel) Loads were held for 10 seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" 01-42675.01 Page 4 of 5 Allowed L/175 = 0.45" max. L/175 = 0.45" max. LA 75 = 0.45" max. L/175 = 0.45" max. 0.4%L = 0.32" max. 0.4%L — 0.32" max. 0.4%L - 0.31" max. 0.4%L = 0.31" max. 01-42675.01 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: Mark A. Hess ' Technician MAH:dma 01-42675.01 J A. Yfecd, P.E. I:b&ctor Setvices ENDURA PRODUCT Fax: 336668447,1.1, Oct 22 2003 17:34 P.09 it DOCUMENT CONTROL ADDENDUM #401-42675,00 Current Issue Date: 12/13/02 Report No.: 01-42675.01 Requested by: Kevin MacDonald, Endura Products, Inc. Purpose: ASTM E 330-97 testing of a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. Issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. I X COP-WL-JH3121-02 Opaque Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: Wwwack I ! l i Test 021a Review Certificate 13026447A r7' and COPrre I.W.alon Matrix Masonite w4 1"" 0 Va I I $3026447A-002 lnforma=�,.V,1,11:� 1,(orn the Ll jj I ITSWH webstle he I. bs'te(wwWmasOni com) Or the Masonite technical center. Note: I J I Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit size = 3-0- x 6T Design Pressure +76.0/-76.0 limited water unless special threshold design is used, Large Missile Impact Resistance Hurricane protective system (Shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCIE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA001 1-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID-WL-MA0001-02. APPROVED DOOR STYLES: C: C1 0 0 —Top —3-Oanel Flush Arch 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel L cc U 9-panel IS -panel 5- ane®ri©scroll ®� © Q Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson- EntrySysterns June 17. 2002 )v, !-wFwnulrg of oqram G I OF oaxi 'm OF ov"Fiml makes Soeclhcaoom oirs.qr VFO or OOKI celad sloe l 10 ."'W 'Ouca PRE44—,WW'-.11-1 M" sonite International Corporation - X ,. , Opaque Outswing Unit ft METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1, 2, 3 Certifying Engineer and License Number: Barry 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201. PA202 & PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 VIA"sserla Hns^r Test Data Review Certifule 13026447A and COP/Test ReDon validation Matrix j3026447A-002 provides additional information - available from the ITSMH website fwww.ellsemko.coml, the Masonile website (www.masonile.com) or the Masonite technical center Johnson,.. En ttrysystems, „�, ;,.<,.<... • June 17,2002 Masonite International Corporation Jw a onunmiq Woo— of croCuc! Imsiowm'n! mak. smcpkanom aesgn wo o,00un oeaa S'AIKr!o many' W!ca X O• Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: Test Data Review Certilicale i30264A7A and COP.Rest Report Validation Matra I t30260.17A-002 provides additional I' Ii I I information - available from the ITSM/H websile (www.ellsemko com). the II p LLLIII Masonite websile (wwwmasonile.com) I I O I or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit she : 3'0" x 6Y Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition tequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: I 00 _o o Flush Arch Top3-panel 3-panel 6-panel New England 0-panel Eyebrow E-panel 8•panel 0C C all 9-panel 15-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll n Johnson° EntrySystems June 17, 2002 Jm connnu:ng mogram of v ocwt imorowman, mixas sw :lKa,,orn ces:gn ana oroavc; Masonite International Corporation Wag suoiect to cnnge .mmou, noau .�X Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 b PA203 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 �� / &EX 5- State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnson° EntrySystems I4Yrewek t*rsry rI 11111111a • Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix Y3026447A•002 provides additional information • available from the ITSrWH websile (www.etlsemko.conn). the Masorete website (www.masonite corn) of the Masonile technical center. June 17.2002 -,V CMIInUmJ prop) am 01 oroouci ProvenMt mikes s0e0M1Ultons cesgn Yro procuct zun sacred to c%nge ,.nmuut nMce. Masonite International Corporation `x 1' r a I ' Glazed Outswing Unit . WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: ��r7• �, Single Door Maximum urkl size = 3'0" x 6'8- Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". Vwn,oele ►+..ter dill/ Ff m Test Data Review Certificate aF3026447A and CON'Tesl Report Validation Matrix o3026447A-001 provides additional information • available from the IT&WH websile (www.etlsemko com), the Masonite website (www.masonite.com) or the Masomle technical center. Design Pressure +40.5/-40.5 Limited water unless special threshold design is used Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 national, stale or local building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: H o _ L o 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: � U Elm LJ J J' i � i�l � � 00 105 Series 106, 160 Series' 129 Series' 200 Series' 12 RrL. 23 R;L. 24 RrL 107 Series' Series' _ 108 Series 304 Series 'This glass kit may also be used in the following door styles'. 5-pand, 5-panel with scroll. Eyebrow 5.panei. Eyebrow 5-panel with scroll Johnson- Entrysystems June I7.2002 %, :ontroDing oreyam or Wodoot 'rnDrowernpm .'no10 $De6400ons Mg- aMDrodW xtall SAW to cWt;e wnDout nonce flRFA4DO,t ,_11«�n ro� .00e., Masonite International Corporation X OPe I Glazed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: M12 0 1:1 404 Seres 410 Series 450 Series 109 Series CERTIFIED TEST REPORTS: 114. I20. 122 152 Series 149 Series 300 Series Series NCTL 210-1897-7, 8. 9. 10, 11. 12: NCTL 210-1864-5, 6, 7, 8; NCTL 210-2178-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Johnson- Etntttysystems June17.2002 Jar cwtimonq proTm of of oDun imsrovemer.t m3.es soec;fKa;wm Despn 00 pfMUCl otTae su0;ect tocry ww •+^mom mca Ylh.,nwdcil __V rftt/ �is Test Data Review Certificate /3026447A and COP/test Report Validation Matrix 13026447A-001 provides additional information • available from the ITSANH website (www.etlsemkocom), the Masomle website (wwwmasonite eom) or the Masonite technical center. r�v�r..(larGoa, � • T O. r Darr, Masonite International Corporation ,XX t t Gazed Outswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS II0 Double Door Maximum unit size - 6'0" x 6'8 • Test Data Review Certificate t3026447A and COP/Test Report Validation Matrix 43026441A-002 provides additional information - available from the ITS WH wtibsite (wwwetlsemko com), the Masonite website (wvnv.masonite.com) or the Masomfe technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6T. Design Pressure +50.5/-50.5 Limiled vraW unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is delermined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012.02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: .. �i i�0 �� 00 00 00: 105 Series' 106. 160 Series' 129 Series' 200 Series' 12 R1L. 23 RiL. 24 FVL 107 Series' 108 Series Series' 304 Series This glass kit may also be used in the following door styles: 5-panel: 5'panel with scroll. Eyebrow 5-oanel. Eyebrow 5 panel with scroll Johnson- ral....a. Entri;tems _ vRLHrXr.-�<�� - June 17, 2002 ! W :am,nwne Y ogixm vl w?aua .morov?m?rx mates suaUcarions aesgn anC 000ua M a s o n i t e International Corporation ,wad sojw to C-at ge •mmoul nouct XX ' ' a ' Glazed Outswing Unit METAL —EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: 404 Series 410 Series 450 Series FULL GLASS: 11 is. 109 Series 114 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2, 3, 4, 5, 6; NCTL 210-1864-1. 2, 3. 4; NCTL 210-2184-1. 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0,017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). r � l State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Vilsnmck aawwtr \rI Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix 03026447A-002 provides additional information • available from the ITS/WH website (www.etlsemko.com), the Wasonile vnbsile (wvvw.masomte.com) or the Masonile technical antes. Johnsonw Entrysystefttns PREvND0R7f_ ,� - • June 17.2002 Mason to International Corporation Our r:onlirn:;n9 01090am of WOW0'M'0W 4-1 r'QK" SW10IKa1,W6 --'Kw am o:00uc1 :!!did 3'.0iK1 :e C�a Y'te w:1�0u1 eol;tl. Ax Glazed Inswing Unit APPROVED ARRANGEMENT: WOOD -EDGE STEEL DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". 1re•►lm "it rI Test Data Review Certificate r3026447A and COP/Test Report validation Matrix a'3026447A-001 provides additional information • available from the ITSlWH websde Iwww, e0semko com). the Masomte website (www.masonite.com) or the Masonite technical center. Double Door Maximum unit size . 6'0- x 6'8" Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: d4 act20 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: AbL 00 00 00 00 00 105 Series' _00 106,160 Series' 129 Series' _0_0 200 Series' 12 R/L. 23 R'L_ 24 R/L 107 Series' Series' _ 108 Series 304 Series 'This glass kit may also be used in the follomrig door se7les 5-pandi 5 panel with scroll, Eyebrow 5-panel. E;ebrow 5-panel swth scroll n Johnson- EntrySystems - .,^ .�...r�a. • June 17.2002 our conim,ng program or owaucr mplorvmm ma`as speurrartom oesign and orooun M a s o n i t e International Corporation utan su0.ecI to omige nenout notes. xx Gla, ed Inswing Unit COP-WL-JH4142-02 WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ivJ. lIa ©� Lju - 404 Series 410Senes 450 Series 109 Senes 114,120, 122 152 Series 149 Series 300 series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8, 9, 10,11, 12: NCTL 210-1861-4, 5. 6, 10, 11, 12: NCTL 210-2185-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood, Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. —License Number 56533 Wall dt 11�srry r`I �70 Test Dab Review Certificate 13026447A and cop/rest Report Validation Matrix 13026447A-001 provides additional information • available from the ITSNVH website (www.ellsemko.com), the Masonile websile (www.masonite.com) or the Masonile technical center. Johnsonr i.tly. v.re l.e^ EntttrySystems- PRE4VOff6,4W,�„ • June 17.2002 Masonite International Corporation liur ,Wjl nU,N Dropram or car MCT JnolovOMW nOee! SDIGhUIIO IeS'Qm Intl DrodOGt •7e4e sublac1 :o mange wnnoto notice. c ' X ,Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: I' II I I1 O O Note: Units of other sizes are covered by this report as long as the panel used does not exceed TO" x 6T. Single Door Maximum unit size = 3-0- it 6'8' Design Pressure +50.5/-50.5 Limited water unless special threshold design is used. *17m Test 0ah Review Certikate 03026447A and COP7Test Repod Validation Matrix 1#302( A_0 2 provides atldifional information - evadable from the ITSM1NH website (www.etlsemko.com), the Masonite websile (www.masonite.com) or the Masonite technical center Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Aclual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0001-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: �o oa 12 00 ao' 00 00 tit) Series 133. 135 $efle$ .- _ _ 136' series n� 822 Series 112 GLASS: °° °° _o° 00 o° 105 Series' 106. 160 Series' 129 Series200 Series' 12 R/L. 23 R7L. 24 RrL 107 Series' 108 Series Series. 304 Series 'This glass kit may also be used in the following door styles: 5-panel: 5-panel with scroll. Eyebrow 5-panel Eyebrow 5-panel with scroll. Johnson- EntrySystems June 17.2002 r:c(/:!•<» ,Lr commwn or •� ow�a ose•. 9 e of Vodua improvement nu YeyScecilKario/lS Design weplpeua srarsuoectroc"hngvn!noutnouca Masonite International Corporation Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: I It 40d Ser es 410 Series 450 Series 109 Series 114. 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2, 3, 4, 5, 6: NCTL 210-1861-1, 2, 3, 7, 8, 9: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCo PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 tn�.eeork eae...r, rf/ f1• Test Data Review Certificate Y3026447A and Wlifres1 Report validation Matrix i3026447A-002 provides additional information - available from the ITS/NH website (www.ettsemko com), the Masonite websile (www.masonite.com) or the Masonite technical center Johnson- EntrySystelms _ June 17. 2002 ^ «/r ,� • 0'0' cm0^Oi11 wD Otbll SUD1ecgram ar p ooun �morov "l rotas soacai0110M 0-Sign rna procxn M a s o n i t e International Corporation ! 10 C7nge tnrnoul rMDCe /lX • Opaque Outswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS Test Data Review Certificate z3026447A and COP/Test Report validation Matrix 13026447A•002 provides additional information • available from the IT&WH websile Iwww.ellsemkocom). the Masonite websile (www.masomte.com) or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit sue = 6'0' x 6'8" Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 national, state or local building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed -see MAD-WL-MA0012-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: x 00 nn flush Arch Top 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel T 7I f , : ace E o Il o ia_0_ 9-panel 15-panel 5-panel _0_1_ 5-panel with scroll Eyebrow 5 panel Eyebrow 5-panel with scroll Johnson- Etnfiry5ysixims June 17. 2002 t%r:onitnu!ry orogramot product improvement -.uses swil canons Cespn and woduct tle!a,i Woes: to cnngs mthow nonce I.Clul�r•ly lion Masonite International Corporation xX Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2, 3. 4, 5. 6: NCTL 210-1864-1, 2, 3, 4; NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab tilled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA201, PA202 8 PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnson- EntrySystems June 17, 2002 Our COMinuup program of or ocucl impirry"gnr mavaS SpeCliCanonS C9Syn ano prooun oenu suprBCr to cnarp ghoul noice. Yllornock HM—Y rI �1. Test Data Review Certificate 13026447A and COP/Tesl Report Validation Matrix d3026447A.002 provides additional inlormation - available from the ITS(WH websile (www.ellsemko.com), the Masonite website twww.masonite.com) or the Masonite technical center. u f.tlu,.�la Irom Masonite International Corporation XX Opaque Inswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS �; rI F� ME Test Data Review Cenificale i03026447A 1 l and COP/Test Report Validation Malnx +'3026447A•002 provides additional information • available from the ITS WH website lwww.etlsemko.coml, the Masonite websile (www.masomte.com) jl or the Masonite technical center. Note: 1, Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 nalional. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: Oil a 00 00 0061 Flush Arch Top-3 panel J•panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel cU� MW U G C 1 (mot 0� 11Cl 9-panel 15•panel 5-panel _00 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson, a.°,"....:,.. _ EntrySystems eT rn C a�r� o June 17 2002 :xir ConbWing or o7am of pro"i improvem"i nixes soec.t,cporis aepgn and proaucl Masonite International Corporation Var],I SJ01%i :pGhaage'MIMVI �Oncs XX Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2. 3. 4. 5, 6: NCTL 210-1861-1. 2, 3, 7, 8, 9: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL•210-2794.1 Door panels constructed from 26•gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING - TESTED IN ACCORDANCE WITH MIAMI.OADE BCCO PA201, PA202 d PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 16� / &EX 5- State of Florida, Prolessional Engineer Kurt Balthazor, P.E. - License Number 56533 YUernorak Mauer ue Test Data Review Certificate 13026447A and COP/Test Report Validation Maim ♦3026447A-002 provides additional information , available from the ITS WN websile (www.ellsemko.com), the Masonile websile (www.masonile.com) or the Masomle technical center. Johnson" ....... r,�T EtntrySystems _- PrL ;,,z-e, • June 17,2002 Masonite International Corporation Our conimw- pogrern Ur proouo,mvovemenl meYps sDece;c3i Ions Deswn am oroaw x r. s ctac:+o cro pe mrtoo'once X 0-paque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: tllNeeaode Flrery i In !� Test Data Review Certificate #3026447A; #3026447&.I3026447C and COPIest I j Report Validation Matrix 03026447A- 1 00 002. 003; i3026447B•001, 002. 003.o3o26447C•001,002.003 j1 0 '.I provides additional information - 1 available from the ITSNVH webslte O websilet(www.m sonitecom)the sorEthe Note: Masonite technical center. Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Kbximum unit size = 3'0- x 6'8" Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, stale or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID-WL-MA0001-02. APPROVED DOOR STYLES: Flush Oakgraft eISEROLASS ENTRY DOORS AR K" .w.'m..ea ra•e,ao Emn Dmn 0 Unon 005 0 New England 4-panel Eyebrow 4-panel 9-Danel Eyebrow 5-panel with scroll j.,ne V i062 )r Condnwrig Dr Or. am Of Of OMCI M;;!Ovener!!naxa5SWGhCabO!6 GIS,r)"and DrIOUC1 •glad $,D,Ni 10 cna:a2 t.nhio nob,e 'r 11L/►Y.i� vn '.. �-.4c � Masonite International Corporation COP-WL-MA0101-02 opaque FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1, 2, 3 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak aft FIBERGLASS ENTRY DOORS TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR -K° Non'enuRo f,p.rr�y (nlry Dvon wa 1 _sd ;)yl [pMrnyiMt p'Cytam o! wodw D,d/emuni naAas spK!tican or& �esigr and D,OC'40 .'.olio sole^'o AEI^00 ?01'ce YUeeeaeek MMMY f= t•® Test Data Review Certificate M3026447A; 13026447e; i3026447C and COP/Test Report validation Matra r3026447A- 001.002, 003:13026447e-001.002. D03:#3026447C-001.0D2.003 provides additional information available from the ITSNH website (www.ellsemkocom), the Masontle website(wwwmasonde.com)of the Masonite lechnicalcenter. 1../ rs <Ivf nHY,. in • .. o., > D o vCiCi Ma sonit e International Corporation " X Unit — SINGLE DOOR b TYP r TY P. 6'8" UNIT 8'0" UNIT 13-15/16" 17.118' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" W n%ock rto— V Test Data Review Certificate a3026447k l'30264478: 03026447C and COP/Test Repor1 Validation Matrix e3026447A-001, 002.003; 430264478.001, 002. 003: #3026447C-001. 002, 003 provides additional information • available from the ITS/WH websile (www.ellsemko.com), the Masonile website (www.masonite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241% 3246, 3261" or 3266 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. i+ 'E .9m �y�r �f�• .�.. O. ••r D•er. u June t7.2002 Masonite International Corporatro^ Ou. C"I.nu.np pq 9gtim Or p,90,t �mD�9,t, 2,eS 6pN!!Ka1Wns DBUOn ln0 D' Opuo Ge!Y! subno !D China w P.Vu! n9tge .XX Opaque Inswing Unit APPROVED ARRANGEMENT: �. O O Double Door Maximum unit size = 67 x 6'8" FIBERGLASS DOORS m Test Data Review Certificate 03026447A; 130264478, 13026447C and COUTest Report Validation Matrix 13026447A. 001, 002, 003: 83026447B-001, 002. 003: M26447C-001,002,003 provides additional information - available from the ITSWH websile (www.ellsemko.com), the Masonile website (wwwmasorele.com)or the Masonne technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location 1s determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: ©® 0C-9 Q 00 �a _o_o oa IR o Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll Oak aft AR" FIREROI.ASS ENTRY DODRS •-Ion h�nw�o a�Ocljhn ferry Deon June :7 2G02 'Jul comnu-nq n10"farn 01 D100uct :mpro"Mol manes smcil,ca!,ons aeKn and proe,cl ya!: "t;.cl :D ^nan;a mn:lui "oiice. PRfA�ft30.�r`al,a�,. •m O+ . Ooe�. Masonite International Corporation Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME clTv. s7aTE To the best of my knowledge and ability the above side hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1" �' ��f / - & - State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 f'74, Test Data Review Centime 03026447A, 930264478; 13026447C and COP/Test Report Validation Matrix I3026447A- 001, 002, 003: 030264476-001, 002. 003:I3016447C-001_ 002.003 provides addilional inlormation - available Irom the AM/H website (wwwetlsemko.com), the Masonite webs ite (www.masonite.com) or the Masomle technical center. Oak aft A_R K Eu J FIBER OLwSS ENTRY DOORS F `b^Te!^a r,ocRm Em.r OO°" i/IrJVY/0fft. r.lre Masonite international Corporation ;i,pj!7 i7u2 �OIOve" et matfS $+ei:!:UI:0M Je5:Qr ana Or00.(1 J?IoH i,. DieGl to :Wy?r4U;;? IF XX U n it- i DOUBLE DOOR TYP TYP `IC+ P T"P T IF TYP 6'8" UNIT 8'0" UNIT 13.15/16 17.1/8' MAXIMUM ON CENTER TYP i i r i i i r i IMrnoak 06068V Test Data Review Certificate 13026447A: 030264478: #3026447C and COP/Test Report Validation Matfix #3026447A-001, 002. 003: #3026447B-001, 002. 003: #3026447C-001, 002, 003 provides additional information - available from the ITS/WH website (www.etlsemko.com), the Masonite �70 websile (www.masonile.com) or the Masonite technical center. I IF 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. • Width of door unit plus 1/2" IF Height of door unit plus 114" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242', 3247, 3262• or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. "Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 C,d e,.v,r Lem T c.,��„ DMa June 17 2002 sonite International Corporation :w, :On1:nl,Ing 01041-4m OI wOOKI'm0love•neM nuxes snca:ca OFF, 3e5'41 inC Of OOW Cel ad SUOn(110 0jnq, .1nOVI n014e OXO 04-02 Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 5'4- x 6'8` Design Pressure +55.0/-55.0 limited water unless special threshold design is used. vim rI r 7e Test Dala Review Cenitic le 13026447A; 1 30264478 '3026447C and Cop/Test Report Validation Matrix f3026447A 001,002,003;M30264470-001,002, 003; 13026447C-001, 002.003 provides additional information available from the ITSNOH websile (www.allsemko.coml,fhe Masonile webstle (www.masomte.coml or the Masonile technical center. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specity the edition required. . MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: BOB 6-panel Eyebrow 4-panel 9-panel Flush Oak gaff AR K'" w .o d. •,. ,.,n re.t",.e PIBHROLASa HNTaY DOORS Wo-Tcnure0 r�eerrur Etury Doors New England 4-panel June 17 2002 out continuing piogtam of ptoduelimp.ovemem mites speolcatlons. design am product celait soiect 10 change ttehdul Oeice. Eyebrow 5-panel with scroll EvSwHvHy r.o.., m o�+ tv poo lll..��JJJ Masonile International Corporation OXO E l f , , Opaque Inswing Unit FIBERGLASS DOORS APPROVED SIDELITE STYLES: 129 Series 200 Series t2R, 12L. 23R. 23L. d50 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-772*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LA TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &—U-74r State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft M VK PiBBROLASS ENTRY DOORS ^»n_rcnuea referalars Emry Doon ,une A. 2002 )ur c onrmum0 p opr am of pr ooun :mo: ovemerr ma+es suenricar:om aesipn ,od ora(Jun aeraa suoner ;ocrange enrnorn not -ea Wanwa4E IIBE'aB'tr Test Data Review Certificate Y3026447A: 03026447B: M3026447C and COP/Test Report validation Matrin 03026447A- 001, 002. 003:130264478-001. 002. 003:.M3026447C-001, 002,003 provides additional information available from the ITS7wH websile (vrvnvellsemko corn), the Masonite i webs e (www.masonite.com) or the Masonite technical center. DM. sonite International Corporation 6x0 Unit -- SINGLE DOOR WITH 2 SIDELITES TYP TYP CL TYP TYP. a Wmvmck 110-0 Test Data Review Certificate i3026447A: i3026447B: i3026447C and COPrtesl Report Validation Matrix i3026447A-001, 002, 003: i3026447B-001, 002.003: i3026447C-001, 002.003 provides additional information - available Irom the ITSMH websile (www.e0semko.com), the Masonile websile (www.masonite.com) or the Masonite technical center. 6 TYP. 6'8" UNIT 8'0" UNIT 13-15/16" 17-1/8" MAXIMUM ON CENTER TYP • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" I Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244% 3249, 3264• or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. � l�C/IYJVI� t r:l�efCW � • June 17, 2002 •..m,"m o". •re o••.r out condoling program of moucf improvement makes scecNcauora, rV1 a S O n l t e international Corporation des,gn ane proeucf oeUu sum40 10 .hang• mihoul oohca. XO or OX ' • r l l t Opaque Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8"• Single Door with 1 Sidelite Abirimum unit size : 47 x 6V Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Wiluir •ch 010"1 rI E-S-111111111v Test Data Review -erofiate 13026447A: Y30264478:1 26447C and COP/Test Report vandabon Ma13026447A- 001,Ip2.003:, 2644lnx70-001,002. OD3;13026447C-001, 002. 003 provides additional information - avallable from the ITYWH websile (wsvw.ellsemko.com), the Masomle websile (www.masonrte.com) or the Masonite technlal center. Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been -followed - see MID-WL-MA0003-02. APPROVED DOOR STYLES: OEMa El ao _ 00 00 00 Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll Oak aff AR1j)EK" taai..,.aiyr.•m —' F18 EROLASS ENTRY DOORS b^T n�Re F.•erra. Fn.rDwn —ppC��fl/1P-=��y�;� naltzooa Masonite International Corporation Vur Co.dmU�nq G9grdm of or Oha:l '•m.Dr OVemenl :ra Yae Sp¢c�tGI�OA. ^ueS�Q� anq .Qro0uC1 Yliu Suo!Kj :oc:Unge '•whoui "oce. XO or OX Opaque Inswing Unit COP-WL-MA0103-02 FIBERGLASS DOORS APPROVED SIDELITE STYLES: V,! 129 Serves 200 Series 12R, QU 23R.23L. 450 Series 152 Series 149 Series 109 series 120 122 Series 00 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-772*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1. � /&at 5- State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 YUeeeenc'la Nw+rIY �70 Test Data Review Certificate i3026447A; 130264478;73026447C and COP/Test Report Validation Matrix #3026447A- DO 1.002, 003: 430264478.001. 002. 003.iif3026447C•001.002.003 provides additional information available Irom the ITSMH websile (www.ellsemko.com), the Masonite websile (www.masomlecom) or the Masomle technical tenter. Oak gaff MTEK- -� f18 E0.0LASS ENT RY ia000.S —'- b�Nn�ne feswuimry Own • u,eu N62 Masonite International Corporation :X, 0109'3m or paau-,I :moro"meM rtp[es i-e Cd.amns CiMn aM Pi000C1 k!d'1 SUoNCI !o C�b'.Qe •.vnnGJ1 rol:Ct 'XOorOX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 6. TYR 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening •1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" trtlreeoak 1Mewv Test Data Review Certificate i3026447A;130264478: e3026447C and COP/rest Re Validation Matrix t3026447A-001, 002, 003; l30264478-001, 002. 003: 13026447C-001, 002. 003 provides additional information • available from the ITS/1NH website (www.edsemko.com), the Masonite welosite (www.masonite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243•, 3248, 3263• or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. *Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structures �y��/� I �/ f.<I"r,v•ly Iron June 17.2002 Masonite International corporation Our conbnumg program of product improvement mikes specauitons design and product detail subject t0 Charge wlhoul notice. r VARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 361" WEST AZEELE STREET • TI-JM7 A, FLORIDA 33509 - J8131873-0024 • rM (013)e7(-5318 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification Die No. GAS-40338 Job No, 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Cade Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based :on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98,0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/H, V R. Douglas Hall , License 53759 Attachment: SO WARLI(::K/HALL ENGINEERING, INC:. CONSULTING ENGNEERS 3612 West Azcctc Strcet Tampa, Florida 336C9 0131 ti .3.00:' 4 — .0,0 TK .G = 5�y 14 go By rDoe. zj, c,,5bt.No. i of Job Now? ISZ Revision,_ �oA :,ti�. S iZ r. 1.7t f r b - .-„ = jai.. e r ? 5" < ? SO P�'_•. 0 1t� t , 7'a aS I-Nzs-S3 . Ttb =1 N G. a cus�awtF WOOL OW I DE �cs�tn�ov . w� "Del 7.37 1 .094 1 fi0 .<6 25G .110 TIP t TIP A two 500 I 360 .935 H1 X. as 035 37z 19 7 .264 .05a 1 Iry 34.) a45 � aSD - 250 ACTI)OL s72t fi_ilMjquv ♦$%WJSkttC% 11/N 0 10.CRa orny %"A$$ Mclor [P 41.fRv7SE wsrrC lr ira- V*LL 1441c"" •446- Mplok 4 1 WM .f OKIt L. ,K .419 t.Yti ow, z .tom. 14.501% 7GALC =7 000 040'. cau 7-066 OL ,u 1. tw'm2�1' -90 au10 6 i �e 3y •aae+ ,Mee_ uA: - '. 4.6z61. IYR�Q+ 6063_TS II NDALEX wtSy.R�E, f1�1Gt• f toff - 1394 F OAAL R rk. VAN AM LF �j rllwf I ai maim —1rC-P.L5Wl —MHAR5rWQC JUVOW"Sm fMfttK3LID IQSCR-F hLUW ;! _..— tv "W r*MWA TIC ; 1. Auptimm m=IAW4 PAVPA,- UjP-A# i 11 NKT W-ns 21LVP, I fwcp..L 3 WARLTCK ENGTNEERTNG, TNC . 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondeili Engineering, P.A. Tampa, Florida 3USTOMER : World Wide Door Components 70B NUMBER 202-152 DATE : 1/29/02 DESCRIPTION Threshold +*+ DESIGN WIND LOADS - ASCE 7-98 *** �{* COMPONENTS AND CLADDING *** 4IND VELOCITY = 165 MPH -,KFOSURE CATEGORY = C BUILDING CATEGORY = 2 I`iPORTANCE FACTOR = 1.00 <zt = 1.00 GOOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 BEAN ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT GCp (+i GCp (- PRESSURE (psf) SUCTION (psf) (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 8 5 0.986 0.986 -�.066 73.3 -1.372 i 73.3 -79.6 ! -97.6 qh = 62.9 PS F qz - 59.2 PSF P qh ( (GCp) - (GCpi) j ' GCpi = 0.18 '1 _.-- BUILDING WIDTH 100.0 FT a 4�5 a 4 b CORNER DISTANCE, a= 8.0 FT 0 WARLICK ENGINEERING, TNC. Consulting En&ccra 3612 W. Azeale St. Tampa, Florida 33609 (813) 873.0024 Job: World Wide Door CrM=g*-nr a 1'hrra hn1 fj By:22 Date: ht.No. S o(S Job No. _____ r Rveirion 06 CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,9751 SHEAR m 2 X 2800 X 1.33 s 7,448# 3 - 5/8" X 2314 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" 1APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT z 2 X .90 X 1.33 = 240# SHEAR = 2 X .385 X 1.33 = .1024# 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 . X I.33 = 360# SHEAR = 3 X 385 . X 1.33 = 1536# 2 - *12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3300 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396# 3 - # 12 X 1 " RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,995# SHEAR = 3 X,2100 X .25 X 1.33 - 2,095# WARLICK / HALL ENGINEERING, XNC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET + TAMPA, FLORIDA 33609 + (813)873-0024 + FAX (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification � a�� ! Oc:-rc keE U Die No. GAS42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 98. for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICIUHALL ENGINEERING, INC. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations 4 WARLICK f HALL ENGINEERING, INC. CONSULn'JG ENGINEER5 3612 West Azeele Street Tampa, Florida 33609 (813) 873.0024 O-T7'-'rae-s PO L.o Ai &A 2-0 WtwD Pq$ PSG Act F-,g\ -c . C). 33 ^� 3 Job: W c2 L.10 W 10 C coot, By: Rol- Date: d____ 12jh- Sht.No.of 'T Job Ne j;� Bevigoa eg f- I- wo S yo F, - 1150P5r 4s ,9- . , „ t,Z� —, � s, J3 � .� 9 )" < F1, ' . Olt, O.� 33 --.' Att_cJ.c.i3UL ,s1-i��1Zs. � �t,3SzD(„)13n� 473%aS PE& s --mt-7r- --j Tf -W —4,,- 4-1 I FJF J�CO S — 4 X 9U PC. Va OOU " ?5fl 74 RO 105 0611 RO. 078 105 250 32 nij— . P5— TR 3: 0 x typ q? elf, 6Z5 UWjT-CIFjj6. W4-L 1+jf--rWSS -kf-4':,7.CU6 i AI r Ai F x WSKCIFIEM PACII.F. Alfr WKWO.A cf(WO16% TY4 k 7 Emma. tomr %4,?761 1111/ Ij• lalcf. ---- . — —ROS XL I? --i— — ---- - -- 0� z IN tMIL PATIR ,%L 'JAI PMI(l I AACA, o— 4: w v,,., i ru K T WARLICK ENGINEERING, INC. _ 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 3/4- Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER World Wide Door Components DATE : 7/29/02 JOB NUMBER 202-152 DESCRIPTION Threshold *** DESIGN WIND,LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 DISTANCE, Z = 7.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp (+} 0.986 0.986 GCp (-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 al 4 qh = 62.9 PSF qz = 59.2 PSG' P = gh[(GCp) - (GCpi)j GCpi = f 0.18 b BUILDING WIDTH = 100.0 FT CORNER DISTANCE, a = 8.0 FT " WARLICK EN(IMERING, INC. 1 Consulting Engineers 3612 W. Amde St. .Tampa. Florida 33609 (813) 873.0024 Job: WQr� d Wide Door Camnrmpnr_s Thresbale, Design BrRnN Dgdo:j.� LN,- o _ Job No.&.-, tc R,aMOAc7S CONFECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23/4" RILTI KWIK BOLTS PULLOUT = 2 X 1870 X 1.33 = 4,975# SHEAR = 2 X 2800 X 1.33 = 7,448# 3 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845# SHEAR = 3 X 2800 X 1.33 = 10,248f 2 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = 240# SHEAR = 2 X .385 X 1.33 = 1024# 3 - -1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 2.33 = 1 60# SHEAR = 3 X 385, X 1.33 2 - #12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3309 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396€ 3 #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 V 1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,095# a'.i -• PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 124, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 124 CONTAINS 6901 SQUARE FEET t THIS STRUCTURE CONTAINS 2778 SQUARE FEET t TOTAL CONCRETE 767 SQ. FT. t TOTAL SOD 3356 SQ. FT. t Q0, � / (n�(O• PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 1. ELEVA (IONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. i PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FOR CONSTRUCTION, BUILDING SET BACK LINES SHOWN HEREON IS PER DATA NISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y' THIS IS NOT A SURVEY 11-IIS IS A PLOT PLAN ONLY 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A. AREA WITHIN AND ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 124 AS BEING S63'25'00"E PER PLAT. (FIELD DATE:) REVISED: SCALE: = 30 FEET APPROVED BY: WRM JOB NO. ASM41106 PLOT PLAN 2-13-06 DLC DRAWN BY: _ PLOT PLAN 4-1-03 JML LOT 125 LOT 123 r '.'5 Op. / LEGEND 1" = 30• GRAPHIC SCALE 0 15 30 ' — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — — CENTERLINE POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC OR POINT ON CURVE OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE A L DENOTES DELTA ANGLE DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR do MAPPER CB DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK R RADIUS S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT—OF—WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE Ill PERMANENT REFERENCE MONUMENT SO. FT. SQUARE FEET BOG BACK OF CURB UP UTILITY PAD 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. i�� z�i4�o6 FOR THE FIRM JAMES JAY JILES PSM #4997 DATE CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 1 WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 ENGINEERING PACKAGE BUILDER : PROJECT : MODEL/BUILDING: LOT: BUYER'S NAME ADDRESS / ;24 BLK: REVISION DATE Z6b S NEW LOAD: OFFICE USE ONLY: PROJECT LOT BLOCK PAGE 1 OF JOB#: 4 David Norris Engineering Engineering and Drafting Services Residential • Commercial .Plans & Eng. - Inspections • Permitting • Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Phone: (863) 299-1045 (863) 291-6202 Fax: (S63) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or zoof plane. One procedure that may minimize the appearance.of noticeable deflection difference would be the installation of 'A" =. x 16" high APA CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood strongbacks should be nailed to each truss with (8)10d nails stacked throughout the 16" height of the strongback, and overlapped one bay (see detail below). In lieu of plywood strongbacks, 2. x 8 #2 Southern Pine strongbacks may be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strongbacks -should be nailed to each truss with (3)16d nails into each truss. . Either choice of strongbacks should tie the trusses together and provide.a more uniform deflection in the area of transition. The strongback bracing material is in addition to .any permanent building bracing specified by building designer and/or truss manufacturer, and will not.adversely affect. the performance of the roof trusses in. any way. If you have any questions; please feel free -to contact -the Customer Service Department at Carpenter Contractors of America, Inc. (863) '294-6449. Sincerely'__. Y. David R: Norris, P.E. `© N0 FL.. PE# 32186 David Norris Engineering �'�TtFICQ�.!�� 00 32186 R` ; • ?0'• STATE OE tv4'! ZOR 'A... , E o%%% �►tttt� 4� O_f may-30-02 12: ZIPM From-DANSCO ENGINEERING ------- -- - --- 813-6AS-9698 T-476 P.02/04 F-34 I IM DANSCO ENGINEERING, P.A. ES4S10 EON 0 m■■■■�■�■��®■ P.O. Box 3400 Apollo Beach, Florida 33572 (813)645-0166 . Fax (813)645-9698 1. 11 ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. 1 COMPRESSION WEBS, ----- TO PREVENT THIS BEFORE AND AFTER �� / FAILURE, ANCHOR BUCKLING. OR, RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB) MAINTAINS SPACING, BUT PERMITS LATERAL BUCKLING OF ALL WEB MEMBERS AT THE SAME TIME. BEARING FOR TRUSSES FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). LATERAL. BRACING! USE METHOD SHOWN IN FIG. 2, 3A & 3B, OR ANOTHER STRUCTURALLY SOUND METHOD SPECIFIED BY PROFESSIONAL ENGINEER OR ARCHITECT. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB - =). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE. SAME • NAILING SHOWN IN FIG. 3A. FIG. 3A EXAMPLE TRUSSES DIAGONAL BRACE RESTRAINT (DBR) WITHIN THE UNIT (3A & 3B) SHEATHING ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END C APPROX. WALL — RESTRAINS LATERAL 45•—. BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB CEILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT COMPRESSION WEB, SLOPING OR VERTICF OR WEB NEEDING BRACING. FIG. 313 2X4 g3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d (0.162"13.5") COMMON NAILS. ■■WARNING+• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, '' tIV '•• � INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOP, t SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, "S9 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL N0r22939 HAVE A PROPERLY ATTACHED RIGID CEILING. k a■IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S ALPINE DESIGNF ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 9STATE OF r 7�HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH •/} •�44 APPLICABLE PROVISIONS [F NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE KO R�pp;' AMERICAN FOREST AND PAPER ASSOCIATION-, AND TPI, ALPIIJE CONNECTORS ART. MADE OF 20GA _ ASTM A653 GP.40 GAL. '✓ . STEEL EXCEPT AS NOTED. APPLY CONNECTOPS TO EACH FACE OF{� •••••••�• ALPFNEENCi1NEEREDPRODUCTS.IN0. TRUSS AND, UNLESS OTHERWISE LOCATED fBN THIS DESIGN, POSITION CONNECTORS PEP. 8/ONA� DPAWINGS 160 A-Z THE SEAL ON THIS DPAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH, FLORIDA FNGINEEPIN!, PFSPONSIP.ILITY SOLELY FOP 114E TRUSS COMPONENT DESIGN SHOWH. THE `.UITABILiTY AND USE, OF THIS COMPONFNT FOR ANY PAPTICULAR BUILDING JIS THE4 RESPONSIBILITY OF THE BUILDING DESIGNER, PCP ANSVTPI 1-1995 SECTION 2. THIS DRAWING REPLACES DRAWING 137 REF BRACE RESTRAINT DATE 06/25/99 DRWG BRCLBANC0699 --ENG KGF/]GAR AS2 IHIS VNG VRLVANLU IRUM CUMVUILH 1NVU1 (LUAUS b ULMLNS,WNS) SUBMIIILD BY INUSS Wit. November 9,2004 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880 Re: Number of Nails Increases by 41% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x 3.0" nails for 16d common nails, increase the number of nails by 41%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. (Based on National Design Specification For Wood Construction 2001 Edition) SPACING OF 16D COMMON NAILS SPECIFIED ON DESIGN. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS SPECIFIED ON DESIGN. 1.4" O.0 2.1 2.8 3.6 4.3 5.0 5.7 6.4 7.1 7.8 8.5 9.2 10.0 10.7 11.4 Please note that 2- ply girders require nailing from one face only. Note: The nail spacing of 4" O.0 for web bracing to be the the same for 16d co pneumatic nails. .01 n nails and for 0.128" x 3.0" rl •'WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. RFFEP 70 BCSI IOJ (BUILDING COMPONENT SAfF7Y INFORMATION), PUBLISHED BY 7PI (7pU55 PLATE INSTITUTE. SBJ p•�'•,'/w R E F R 08 1 - 4 8 3 5 7 D'OMOFR IO DR.. SU TIE 2D0, MADISDN. NI 53719) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRI SF IN, • SF +.y --'--'--"""—'-'--'—'---"'-----^- MADISDN. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL WAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BDT7 OM CHORD SHALL "AYE A PROPERLY AT TACKED Nu•pR�p�s RIGID CEILING. R OJ _ HCUSR081 05108CGL *• * �* IMPORTANT" IR P F IHIS DESIGN 10 111E INSTALLATION CONTRACTOR. ACTOR. ALPINE ENGINE FRCn • ..__._.._..._.__._._-_..___._.._._........... ___..-_... ( 1 N1511 A COPY 0 ES . • PRODVCTS, INC. 1HAl.l. NOT BE RESPONSIBLE I.I. ANY DIYIAIION FROM IH.S DESIGN; ANY rAILURf TO BUILD IHE • �• _ ! N 7P � R fA R1[AIING HAND INfi SHIPV pG IXSTA LING b RA[ NG f TRUSS 1/LTG ENG ALPINE TRUSS IN CONFOP IANCF I1N I. 0 B L I L B I 0 k5. � �• A A • Q DESIGN CONFORMS Willi APPLICABLE PROVISIONS Of NOS IXAIIONAL DESIGN SPEC, BY K/H.S AND TP 1. ALPINE dO ••••.�?%0?/� �{`. 1:"NNFCTO" PLATES All MADE Oi ZO/IB/I6fiA IN.H/S/R) ASIM A653 GRnDE fU/GO IN, NJN, S) fiAI.Y. STTFL. APPLY _/ L l/`/ pC �-•V C !� PL nIfS 70 EACH IA[E OI TRU55 AND, 11NLE55 DT UERNI SE IDCn1fD ON 71115 DESIGN. POSITION PER DRAWINGS 76UA Z. �L� . :N • fS�1` A�+2 --___— ANY 1NSPE[TIDH OF PLnICi FOLLUNCD BY (1) SIlAl.1. flE PE4 ANNEX A3 UI 1P112UO2 SEf,.3. A SE AI. DN 11115 `lS�oMA`�'' — Alpine Engineered Products, lnC. DRAWL NG IUUIf.AlES Af. [E P7ANCE Of PV UFESSIDNAL EpliI NFF RING RESPONS.UII ITY SDI FIY FOR 111E 7P.US5 CUMI'ON[Nf Y• Haines City, rl. 33844 D4SIGX SIIDNN. tHE SUITABIIITT nN0 US( Or IHIS [DMPUHEHI FOR ANY BUILDING IS THE RF5POM51O1LG1 U) Fllf ----------------- ---------------------- Y• BUILDING DESIGNER PER ANSI/IPI I SEC. t. J JREF- R081CSDTAD UZ I111S UNG PRLPARLU ERUM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED (B) = DAMAGED AREA, 0" MIN. TO 12" MAX. LENGTH OF CRACK IN WEB. (S) = (2) - 2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA. OR 2. 80% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10D COMMON WIRE NAILS SPACED 4" O.C. STAGGERED 2" WITHOUT SPLITTING LUMBER. 3X8= NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO.PINE GRADE. IN ADDITION, , A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. THE REPAIR SPECIFIED ONJHIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. 4X6 (A2) 34" MIN (B) 34" MIN (S) 2X4 # 3 SO. PINE WEB ONLY. (Customer Specific Details - JACK PLT TYP. Wave TPI Design Crit: TPI-2002 7.02.052 OTY:O FL 1 E - Scale=.3125" Ft. ALPINE 1 71ppinefingineeredProducis, nC. 19 DMarley Drive IiBI aleCIL& orizB4onN I, erti6c --WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. IT IT IQ SCSI 1-07 (BUILDING COMPONENT SAFE IY IMF OR NATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBl D'ONOf R10 DR., SITIE t00. HADISON. XI S7719) AND NTCA I"OOD TRUSS COUNCIL OF AMERICA, 6700 ENTERPPISE LN. MOP[ CHORDNSHALL I HAVEOPROPERLY ATTACHEDR SAFETY SSTRUCTURAI PRIOR TO PPAMELSING AXOTHESE BOT10NFUNCTIONS. NAYE AOTHERWISE SHALL UNLESS PROPERL YINDICATED, AITACHE0 RIGID CEILING. "IMPORTANT"FURNISH A COPY Of THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUC11. INC. SHALT IIUT BE RESPDXSIBLE FOR ANY DEYIAIION IRON THIS UESIGN; ANY FAILURE 10 DIIIID 'WE ITT IN CO..FORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING. R BRACING Of TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS [NATIONAL DESIGN SPEC, RY AFAPA) AND TPI. ALPINE PUxxEETUR PLATES ARE MADE Dr 20/IB/IGGA (H,II/S(K) ASTH A657 f,VAUf <0/GO (N, K/II,S) GALY. 51EE1. APPLY PLATES TD EAC11 FACE 0f TRUSS AND. UMI.F SS III HCRW SE LI)CA IFO O" [MIS DESIGN, PIS.TIUN PER DRANIRCGS I60A-7. ANY INSPECTIUx Uf PLATES FOLLOWED BY (1) SIInIL NE PER Afl NEX A7 Of TPII-7UU2 SE C.7. A SEnL DN THIS pRANiMG IMUICATfS ACCEPTANCE Of PRDfES51UpAl [NG'INEFPINf.PFSPDNSIBIlI1Y SOLELY FUX FIIT TRI15$ F,IIMVDNENI DESIGN SIIDWH. 111E SU)/ARTLITV AND HSE OF THIS COMPONENT FOR ANY BUILDING IS ill[ RESPONSIBIL BUILDING DESIGNER PER ANsurPl 1 SEE. 2. V CI "F 111E I!II •��• • 1NYR�q y .�fWe 1 * * R{ T ". STATE OF : J� g • L�/2 /�D �,.. ` V p �, j��—h/ ll.. 11 `Np1.�t� T C L L P S F T C D L PSF BC DL PSF B C L L _ _ PSF r T 0 1, L D. P S F R E F R 0 8 1 - 48357 DATE 0 3 / 2 8 / 0 5 DRW Ncusltoal 05087468 H C -_E N G J W_C_/ J W C --'-- S E O N 52836 DUR.FAc• AS4=02 _ SPACING 24.D11 _ JREF- R081CSDTAD (AJ9-UZ) InLJ unu rRErYEREU rmur1 VurIruiER 1nruI kLUMUJ 01 V1rIE1NJ1VnJ) JLIUI-11I IEV 01 IRVJJ 19FIN TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: ALTERNATE LOAD CASES UP TO 140 MPH MAX WIND, 30.0 FT MEAN HGT, ASCE 7-02, ENC. OR PART. ENC BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B OR C, WIND TCDL-5.0 PSF, WIND TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF- BCDL=5.0 PSF. TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128"X3" GUN NAILS AT 2" O.C. TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED DUR,FAC. 1.25 DUR,FAC. 1.33 DUR,FAC. 1.25 DUR,FAC. 1.25 THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. 2-0-0 OH MAX I L I I i I !� 2L MINIMUM I I PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:0 FL 1 E - ALPINE • ANARNING"" TNUSSfS REQUIRE E17REME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO BC51 1-01 [BUILDING CONPOMEMI SA1111 INIORIAIIDMI, PUBLISHED B1 111 'TRUSS PLATE INSTITUTE. SB3 D'DNOTR IO DR., SUITE 100, MAD150 N, MI 57719) MD "" (WOOD TRUSS COUNCIL Of AMERICA. 6300 fM1ERPP lSE LN, HAOISOM. N1 5J)19) FOR SAFETY PRACTICES PRIOR ID PERFORMING THESE [UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT""F URN Isx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUC IS, INC. SHALI NOT BE RESPONSIBLE FOP ANY DEVIATION FROM III$ DESIGN; ANY FAILURE 10 BUILD THE 1RUS5 IN CONFORMANCE W1711 TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING A BRACING OF TRUSSES. DESIGN CONI'OPHS WIIH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND 1P1, AIPIN[ • ()) = y �. ` •" p�A�/w- O -r ti PPSRIISR�VN� Or 22SU * * STATE OF r [t; / T 1. T C BC BC L L D L DL L L 20.0 7.0 10.0 0.0 P S F P S F PSF PSF R E F R 0 8 1 - 4 8 3 5 7 DATE 0 3 / 2 8 / 0 5 DR W HCIJSR081 05087492 H C - E N 6 K D / S E Q N - 2 4 9 5 2 Alpine Engineered Products, In Haines (lily, F'L. 33844 CON" C/OR PLATES AR[ WADE Df 1U/1B/IfiGA IY,II/S/K) ASiH A65J GNAUE PD/60 IY, K(N,S) GAL.V. SI[fL. APPLY PLATES IU EACH FACE OF IRUSS AND, I1M1F55 OINIPNISE IOCAIEO DN 1lIIS DESIGN. P0, M ON PER DRAWINGS 160A-L. ANY INS Y[f,ilUN OF PL ALES FULL ONfD BY I1) SNAIL Df PFR AN NED A3 Of TV11 2007 SEC.J. A SEAL DH 1H15 ABII.IIT ANOFIISfIUFA11115CmmmG COMPONLH7RFORDANTBBUILDINGOISFINEDP45or TRUSS FOH'ONEFNI UNA INFIMO 510NNCAIESIIIACCEPTANCE BUILDING DESIGNER PER ANSI/IPI I SEC. Z. ` ��••••• V �/1 R••,• ,�` n 44.. • • A" S�QNA��G T O T . L D . 3 7 . 0 P S F _ DUR . FAC . 1.25 SPACING 24.0" JREF- R081CSDTAD 1ACA_E1')1 I n+.a unu rncrnncu rnury �unrulcn +nru+ Ll. unw n vu.A no+uno) ouo.u.rtu u. Inu.+� ... n. 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. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SCAR 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(A) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6 T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB, APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L BRACING APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 16d T-BRACING COMMON NAILS 6" O.C. BRACE IS A OR MINIMUM OF 80% OF WEB MEMBER L BRACING LENGTH T-BRACE L-BRACE T I N = SCAB BRACING APPLY SCAB(S) TO WIDE FA NO MORE THAN (1) SCAB PE ATTACH WITH IOD OR 128X9 NAILS AT 6" O.C. BRACE I 80% OF WEB MEMBER LENGTIF CE PLT TYP. Wave TPI Design Crit: TPI-2002 7.02.052 OTY:O FL 1 E - Scale =.25" Ft. -'WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. RFFFR TOBCSI 1 OJ (BUILDING COMPONENT SAFETY INfORMATIOM). PUBLISHED BY TPI (TRUSS PLAIT INSTITUTE. SBI O •N�•••./ T C L L 30.0 PSF _ REF R 0 1 - 4 8 3 5 7____ D'DNDf RIO DR.. SUI /E 200, MAOISON, NI 53719) A. N1CA (MOOD TRU55 COUNCIL Of ANER IC A, 6700 FtlTERPPISE LM. _ _B MAD (SON, Y1 5J719) TOR SAf ETY PRAC710E5 PRIOR TO PERORMING THESE FUNCTIONS. UNLESS OIMFRNISE INDICATED. •.\ T C D L 15.0 PSF DATE 0 3 / 2 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED NOV.22839 1� i. DRW HCu 21610 CEILING. J. • •yt BC DL 10.0 PSF **IMPORTANT** FIfPNISII A COPY OF TN15 DESIGN 10 iNf INSTALLATION CON IR ACIOP, ALPINE ENB INE[RFO PRO DIIC IS. IpC. SHALL NOT BE RESPONSIUff fOR ANY OEYIAIION FROM 11115 DESIGN: ANY FA1LUNf 10 LOU.,. TXE • � *' OF B C L L 0 P S F `--- —"'- -- '"-" H C=E N G / ___ _ L__— A L P I N E _J TRUSS IN CONFOP.NANCE WITH IP1: OR rABRICA7IMG. HANDLING. SHIPPING, IN51AlLIMf, 6 BRACING Of "LOSSES' STATE _O DESIGN CONE ARMS NI I11 APPL![ABIE PROVISIONS IONS OI NDS INAl10N AL DESIGN SPEC. BY AF AP A) AND III. AIPINE CONNECTOR PLATES ARE MADE Of 20/IB/16r (N,N/5/K) ASIM A65J GRADE 40160 (N. X/H,S) GAIV. 51EEL. AIP1, �,Q .•• /RFn ••� �6 O T. L D. 5 5. 0 PSF F S E Q N 52927 PLATE 5 10 EACH FACE OF iRU 55 AND. I1NI L5S OTIIf ONISF LO[A1 TO ON 1.11S DESIGN, P051TIOX PLP ORANIN65 160A-Z. ^ �, ••• Fss�.........Ea� -- -- .---- ------. ---.. Alpine Engineered Products, Inc. 1lallles Cll FL 33844 Y+ ANY INSPECTION Of PLAITS IGLLONED RY (1) SUAIL BE DER ANNEX A7 Of IPII 2D02 SF f,.J. A SEAL. ON 11115 DRAWING INDICAI[I ACC[PIAXCE OF re0 sIT OR Al [NG. TO .1 G RL SPO NSIB II.IIT SOIELY FOR lHr TR 11SS f.11MP 0 NENI DESIGN SHOW#. THE SUI TAD II III AND USE OF THIS CUHPONENI OUR ANY BUILDING IS 1HE RESPON5191 Y Or 711E 0111LOINGDESIGNER PER ANS1/IPI I SEE. 2. A ON �1: DUR F AC 1.33 —"----' — --- "— --" SPACING 24.0" p Asp O2 JREF R081CSDTAD (WA6-02) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. + 2X8 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96" BUT GREATER THAN 75' IN LENGTH, 2X4 "T" BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4' OC. OR GUN NAILS @ 3" OC. MAXIMUM CRIPPLE LENGTH IS 96" CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 2X4 SP #3 RIDGE BOARD CRIPPLE 3'0" OC. MAX 3-16D TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. TO 7 (TYP) TRUSSES BELOW @ 24" OC. MAX CRIPPLE SPACING 3-0-0� 3-16D NAILS OR 4 GUN NAILS (TYP) 2-16D NAILS OR 3 GUN NAILS (TYP) ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128"X3" GUN NAILS WHERE SPECIFIED. *** 02 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SOUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0. OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16D OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-02, PART. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP. C. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 3-16D NAILS W=7"12(5.5"@45) PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:0 FL 1 E - WARRING" " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER 10 BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY 7P1 (TRUSS PLATE INSTITUTE, 5B3 O'OMOf RID DR., SUITE 200. . ISO'. MI S3719) AND MICA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, MOP ICXOROM5HALLI HAVE OPROPERLY ATTACHED SSTRUCTURAL PRIOR TO PERFORMING AND TBOTTOM UCHORD NSMALL S. NHAY( ALESS TPROPERLY HERWISE IATTACHED RIGID CEILING. "IMPORTANT""FURNISH A COPY OF THIS Df SIGN 10 711E INSTALLATION CONTRACTOR. ALPINE ENCINEERFO N�'"N, � 7l T C L L 16.0 P S F T C D L 15.0 PSF BC DL 0.0 PSF R E F R 0 8 1 - 4 8 3 5 7 DATE 0 3/ 2 8/ 0 5 DRW HCUSROBI 05087463 H C_E N G K D / �- ALPINE _� Alpine L npineerecl Products. In I 1�Eng Le FI. Products, City, FL IR USSCIN CONE DRHANCFLW I IH BP IRE SP OM SORL f ABRICANiNOf YNAMOI IN,. SHIPPING114.1 f S INSTAILINMY A BRACINGlAjIuRl ? Of B TRUSSE SE DESIGN f.OHFDRHS WITH APPLICABLE PROVISIONS OF NDS IXAIIONAL DESIGN SPEC. BY Af APA) AND IPl. ALPINE CONNECTOR PI.AIES ARE MADE OF 20/18/16G1 (W,11/S/KI ASTH A6S3 GPADF NO/60 IM. K/H.SI GA I.Y. SICFL. APPLY Pl A1FS IDfAC1I TACT OF TRIISS AND. OU1. 55 0711E RWISE I11[A TED UN INIS TI E 5I CN. POSIi1D' PER DRAWINGS 16OA-1. ANY I'SPEC.11011 OF PLATES FOLLOWED DY (1) SHALL 0f PER ANN[X A3 Of TPI1-2002 Sf C.T. A SEAL DW 11IIS Of PROfFSSIOHAI ENGINEERING RESPONSIBILITY SOLELY TOR 111E 7P.IISS CDMPONFMI DSINNE SUI7AB I1.I IY AND US[ OF IRIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBIL9 OF IIR BUILOINGDESIGNER PER ANSI/TPI 1 SEE. Z. : STATE OF '((�1� O•'• •'�ODpp�VI .•�\y ........... /ONA�� B C L L 0.0 PSF T 0 T L D . 31.0 PSF _ — S E 0 N - 24891 DUP, . F AC . 1. 25 ---- WA6 - 02 SPACING 24.ON --- - JREF- RO81CSDTAD WA10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. * 2X4,2X6,2X8,2X10 OR 2X12, #2 OR #2 PT, SPF, HEM -FIR, OR SP AS NEEDED. ATTACH SCAB TO EITHER FACE OF TRUSS WITH 16D COMMON NAILS OR 0.128"X3" GUN NAILS @ 4" OC. THROUGHOUT TOP CHORD ---- OR ---- *** TOENAIL BLOCK TO TC WITH WITH (2) 16D COMMON NAILS OR 0.128"X3" GUN NAILS @ 24' OC.THROUGHOUT TOP CHORD. + CONTINUOUS LATERAL BRACING @ 24" OC. OR AS SPECIFIED ON ALPINE DRAWING. ATTACH TO EACH SUPPORTING TRUSS WITH (2) 8D NAILS FOR 1X4 OR (2) 16D NAILS FOR 2X4. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. + CLB LUMBER: 1X4 OR 2X4 #2 OR #2 PT, SPF, HEM -FIR, OR SP 24" MAX SCAB DETAIL 24" MIN. 11 �1/4" MAX. TC BLOCK DETAIL ** PIGGYBACK AS PER DRAWING HCUSROBI 01310190, 01312407 OR 01312408. ATTACH TO TOP CHORD OF SUPPORTING TRUSS AS SPECIFIED ON ALPINE DRAWING, OR WITH 16D GUN NAILS (0.131"X3") AT: 8" OC. FOR ASCE 7-98, 130 MPH, ENC. BLDG, EXP B & C, CAT II, 30' MH 6' OC. FOR ASCE 7-98, 140 MPH, PART. ENC. BLDG, EXP B, CAT 11, 30' MH 6" OC. FOR ASCE 7-98. 140 MPH, ENC. BLDG, EXP C, CAT II, 30' MH 4" OC. FOR ASCE 7-98. 140 MPH, PART. ENC. BLDG, EXP C. CAT I1, 30' MH ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT,LD. 45.0 PSF TOT,LD. 50.0 PSF DUR.FAC. 1.25 DUR.FAC. 1.33 DUR.FAC. 1.25 DUR.FAC. 1.25 , tt PIGGYBACK TRUSS MAY BE APPLIED TO EITHER FACE OF SUPPORTING TRUSS. SUPPORTING \TRUSS PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:0 FL 1 E - ••WARNING•• TRUSSES RFOUIRE ETIREME CARE IN FABRICATION. NANOL INC. SHIPPING. INSTALLING AND BR AC INC. DF MOFRIDBDR',ISUI1FB200 IMADISONONNNT63719)TANDfWTCAT(M00D TRUSSPUBLISHED COUNCILTDf AMERICA. 6300IENTERPRISESIN, MADISDN, NI 5I719) FOR SAiETV PRACTICES PRIOR 10 PEA [IS AN THESE iUNC11DNi. UNLESS Oi11ERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIEl6 AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M •w . � ✓'� Sly Rife 1. T C T C L L D L 2 0. 7.0 0 PSF PSF REF R 0 8 1 - 4 6 3 5 7 DATE 0 3 / 2 8 / 0 5 DR W HCUSRO81 05087450 ALPINE **IMPORTANT•• f11RMI5N A COPY Of THIS DESIGN 10 111E INSTALL AIION [OMTRAC10q. AI VINE ENGINEERED PRODUCTS. INC. SHALL MOI BF RLSPONSIBLE FOR AXi UFVIATIDx FROM 11115 D[SIGM: ANY fA1LUPF TU DOIID TIIF IRUSS IM f.ONf0RMANCE NI111 1P1: OR FABRICATING. HANDLING, SIIIYPINB, IN5IALLIND A 9RACIpG OF TRUSSES. DESIGN CONTORHS WITH APPLICAOLE PROVISIONS Of NOS INAT ION AI .DESIGN SPEC, BY AFRPA) AN11 1P1. ALPINE * _ * * A �,• STATE OF :•(c.� y/2/'�O 2 �fl�i •t.'V BC BC DL L L 10.0 _0 . PSF 0 PSF H C - E N G ---- SEON -' 24944 Alpine Fngineered Products, Ine. Haines City, FL 33844 CONNECTOR PLATES ARE MADE Of 20/14/16GA (H,H/S/K) ASTM A6S3 GAADr 40/60 (N, K/N,S) 11, 51FE1.. APPLY PLA/ES 10 EAC 11 FACE OF iR US$ AND. UNLESS OTHERWISE LOCATED ON THIS OFSIGN, POSITION PER ORAHIN65 16VA-2. ANY INSPTCTIUN OT PLAlES i01L011ED BY II) SIIAIL NE VI:R AHNET Al OF 7P112002 SEC. I. A SEAL ON 11115 ORANIIIG 1xDICATIS ACCf PTANCE OF PROff SSIO.Al 11GW11ll HO RISP0115.RI111Y SOIFLI FOR 7NE TRUSS I:OMPO LAIN, DESIFII S"ON9. TIIF SUIIANILITV AND USF Of )HIS COMPONENT FOR ANY BUILDING IS INE RESPUNSIBI H IIIE BU II DING DESIGNER PER ANSI/7P1 I SEC. 2. O 41�••,••`{Jb�^•"',�J {{{JJJ 1, 's+S/prypl,E�S' TOT. LD. 37.0 PSF DUR . FAC 1.25 ---- I �1 (� --- - „ SPACING 24.0 --�A'6__0L_0..2__. JREF- . P,081CSDTAD (WA24-02) TOP CHORD 2x4 SP #1 DENSE BUT CHORD 2x4 SP #2 N NOTE: TOP CHORD TO BE SP #2N FOR JACKS UP TO 5'0" NOTE: LUMBER TO BE SP #3 FOR 1'O" THROUGH 3'0" JACKS. ** (3)16D COMMON OR (3)0.128"x3" GUN NAILS,TOENAILED. * (2)16D COMMON OR (2)0.128"x3" GUN NAILS,TOENAILED. *** BOTTOM CHORD MAY HAVE PITCH AS SHOWN. MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP AND BOTTOM CHORD. I.E. 8/12 TOP CHORD, 6/12 BOTTOM CHORD. PROVIDE ( 3) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. L-E-2-0-0 CIF TRUSS SPAN al. (SEE TABLE) R=R1 U=U1 W-3.5" (SEE TABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ASCE 7-02, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT 11, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0" MAY BE CANTILVERED B". MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/UI 810" 120 2 a,b 594/280 8.0" 115 3 a,b 594/330 7'6" 130 1,3 b,c 632/550 7'0" 140 1,3 b,c 607/640 1=CLOSED BUILDING, EXP C 2=CLOSED BUILDING, EXP B 3=PARTIALLY ENCLOSED BUILDING, EXP B ** TCLL/TCDL/BCDL/TOT/DF a=20/15/10/45/1.25 b=20/20/10/50/1.25 c=30/15/10/55/1.33 ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF * BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOTA D. 37.0 PSF TOTA D. 55.0 PSF TOTA D. 45.0 PSF TOTA D. 50.0 PSF 6/12 DUR.FAC. 1.25 DUR.FAC. 1.33 DUR.FAC. 1.25 DUR.FAC. 1.25 PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:0 FL 1 E - Scale =.375" Ft, " AND BRACING. REf IN 10 BCS1 T 1'13E OUT ED I NG COMP OIRE )N�E N T ASAFFIT INFORMATION). N[ IN FABRICATION, HPUBLIS PUBLISHED BY SHIPPING, IPI ITRUSS INSTALLING GINSTITUTE. 83 TC LL 20.0 PSF REF R081 -48357 D'DNOFBIG DR., SUITE 200, WADI SON, YI S3119) AND YTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE Z DATE 0 3 / 2 8 / 0 5 MADISON. YI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A77ACKED STRUCTURAL PANELS AND 80110H CHORD SNAIL HAVE A PROPERLY ATTACHED R iGID CEILING. **IMPORTANT"AFuRNiSH A COPY OF THIS DESIGN TO THE IRSTAILATION CONTRACTOR. AIPINF FNF,INEEREO i t W77YY " y * 7{ : T C D L 7.0 P S F BC DL 10.0 PSF DRW HCUSR081 05087455 --- - H C - E N G K D / ----------- - ---- S E Q N - 10579 R E V ALPINE -- Alpine Engineered Products, In P Haines City, l-'L 33844 Y PR0011C15. iMC. $HALL NOT GE RESPOMSIBI[ FOR ANY OFYIA710N FROM THIS DESIGN: ANY FAILURE 70 Bu110 THE IRu5s IN COpFORMANCE NIIN IPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING A BRACINf, Of TRUSSES. DESIGN CONFDRNS WITH AV PL If. ABLE PROVISIONS Of NDS (HATIONAI. DESIGN SPEC. BY AFAPA) AND TP I.AI.P INE CONNECTOR PLATES ARE MADE OF 20/18/I6GA IM.H/S/K) AS1M A653 GRADE 4O/60 (W. K/H.S) GAIN. 11EEL. APPLY PLATES IO EACH FACE OF TRUSS AND, UNLESS GIN IRHISE IOCAIED ON THIS DESIGN, POSITION I'll DRAHING$ 160A Z. ANY IIT SPEC I10N OI PLATES ,'GLOWED 01 11) SHALL BE PEP ANNEK A3 Of IPII-2002 SCC.3. A SEAL ON IRIS URAWiNG INDICATES ACCEPTANCE Of PRO/ESSIONAI ENGINFERIH(i RESPONSIBILITY SOLEtY FOR THE (PUSS COMPONENT DFSTGM SHOWN. TILE SUITABILITY AND USE Of THIS COMPONENT f09 ANY BUILDING IS THE FASPONSIBI )F THE BUILDING DESIGNER PER ANs1/TPI i SIC. 2. � � �• � �� STATE OF n / D2 ��i�'�/ �h p V ..' VVV H • �� •• •�� "NA •"•�r S�UNAL r 9 (� B C L L P S F _ TOT . L D. 3 7. 0 P S F DUR . FAC . 1.25 ----- WA24 02 -------------------- SPACING 24° O.C. JREF- ROSICSOTAD (WAe/-Ue) Ifilb UWG PKLPAKLO fKUM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N ASCE 7-02, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT II, BOT CHORD 2x4 SP #2 N WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.(SEE TABLE) WEBS 2x4 SP #3 MAX BLDG UPLIFT DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, MPH EXP U1 * PROVIDE ( 3 ) 16d COMMON NAILS, TOENAILED. 130 1 457 130 2 493 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. 140 1 555 140 2 592 ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. 1=CLOSED BUILDING, EXP C 2=PARTIALLY ENCLOSED BUILDING, EXP B ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOTAD. 37.0 PSF TOTAD. 55.0 PSF TOTAD. 45.0 PSF TOTAD. 50.0 PSF DUR.FAC. 1.25 DUR.FAC. 1.33 DUR.FAC. 1.25 DUR.FAC. 1.25 * Rmax=393#@1.33, 369#@1.25 Umax=472# * Rmax=393#@1.33, 369#@1.25 Umax=472# L2-9-15-�� --9-10-1 Over 3 Supports R=146 U=U1 W=4.94" (SEE TABLE ABOVE) PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY: ••WARNING- TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER 10 BCSI 1-03 (BUILD IMG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 Ci •• �-yj�� O'ONOFRIO DR., SUITE 200. MADISON. N1 S3719) AND MICA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE IN, `!�•''f/ MADISOW, II 53719) FDR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. I t TOP CHORD SMALL NAVE PROPERLY A77ACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED 7`t RIGID CEIL INS. •• IMPORTANT••FIIRNIS" A COPY OF 11115 DESIGN 10 111E INSIAIIATION CONFRAC70R. ALPINE ENGINEEACD ALPINE PRODUCTS. INC. SHALL M01 BE RESPDNSIBIE FOR ANY DEYIA119N FROM 1N13 DESIGN; ANY FAILURE 10 BUIIU 111E E IRUSS 1p L'OMFDRNAMCC Hlfll 1P1: UR I.ABBICAIING, HANDLING, SHIPPING, I45IALLING 6 BRACING Of TRUSSES. � %, STATE OF DESIGN COME ORMS WITH AP P1. I[ABIE PAOY ISIONS OF PUS 4"AIIONAI. DESIGN SPEC. BY Af APA) AND TPI. ALPINE •r ��771111 %/IQ7�// d(j��t�L/ COHNEC70R PIAIFS ARE HAD[ OF 20/18/16GA (W,N/S/A) AS1M A653 GRADE 40/60 (U, A/H,S) GALV, STEEL. APPLY DiC�.� :`�p p[• �o�� Pl Ali S TO EACH PAGE OF TRUSS APO. UNLESS OTWERHISE IOC.AIID ON 11115 DESIGN, POSIIION PER DRAWINGS 160A 7. IIIJJJJ E7 ANT 1NSPFCTION OF PLATES FOLLOWID BT 11) SNAIL BE PER ANNEX A3 01 JPII-7002 SEC.3. A SEAL ON I"15 u Alpine Engineered Products, III `DRAWING 101) CRIES ACCEPTANCE Of PROFISSIONAI INGIIIFFRINO RCSPONSIDILIIY SOLELY FOR IN[ TRUSS CDMPONENI s�ONAL I FI01111:3 City, FL 33844 DE SIF.N 6HOWN. IIIE SUIIABILI/V AND USE Of THIS COMPONENT fUR ANY BUILDING IS INE R[SPONSIBI� n0( 1111. y+ 8UILDIN6 DESIGNER PER ANSI/TPI I SEC. 2. L FL 1 E - Scale=.3125" Ft. TC LL TC DL BC DL BC LL _0_0 T01.LD. 20.0 7.0 10.0 37.0 PSF PSF PSF PSF PSF_ REF R081--48357 DATE 03/28/05 DRW HCUSR081 05087476 _HC_ ENG KD/ SEIIN - 26402 DUR.FAC. 1.25 JREF- R081CSDTAD AR20 lll1D UMU rntrAKLU VKUn WnrNILM In— [Lu— n U-11-un J, DN IILN OI In nrn. January 23, 2002 Re: Alpine's Valley Kit Details; HCUSR081 01310037, 01310021 and 01310020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with'chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the same between the prescriptive method in the Code and what our valley kit details depict. The engineered valley kit details tend to be more conservative. For example, we specify: 1) Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. 2) Ridge board cripples on three-foot centers. 3) All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. 4) Governing height and length restrictions for each framing application. 6) All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine's valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements.in Chapter 23 of the 1997 SBC and 2001 FBC. If I can be of further assistance or if you have any questions please call me. - -WARNING" TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER 10 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE, SB3 " I R E F R 0 8 1 - 4 8 3 5 7 O'ONOFRIO OR.. SUITE 200. MADISON, NI S3719) AND WICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN, MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, lop CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A77ACNEO RIGID CEILING. "IMPORTANT"' f1)pNISN A EDPI 0( iH11 DESIGN TO IMF INSTAI. I. A7 EON CON IP A'.TOR. AL PIMP ENGINEERED "PRODUCTS, ��/ ` ` � I r INPRp90 S I�LLO0��77VV 7� � HCUSR081 05115AAG HC - ENG_DR/DR ALPINE INC. SIIAII NUT BE RFSPONSIBIE FOP ANY DIVIAIIDN FRO. I.IS DESIGN: ANY IAIIUP1 TO BUIIO IHL 1 PUSS 1N CUM(0S ANCE NI TIf iP 1: OR FABP Ir.AIING. NAN111.ING. SHIPPING, INSTALLING A DHACING Of TBUSSES. DESIGN CONFORMS W1111 APPLICABLE PROVISIONS DF MUS (NAV10NAL D[SI GM SPE T., DT A(APA) ANp IPI. ALPINE A ; STATE of : Q Ii� ��? /��i `• 9 Alpine Engineered Products, Inc. HainesCit Yr 1L 33844 Co PLAT.. ARF MA. Of 20/IB/IGGA (N,11/S1K) AS iN A65J GP ADf NO/60 (H, K/H,SI GAL,. SIEFI.. AP P, PIATFS 10 EACH FACE OF IR USS AND, BN1. F5S 01WERNISE tOCA1f0 ON THIS DFS16N. PIISIIIDN YER UR AWI Nt, l6on E. ANY INSPECTION Of PLATES FOLLOWED BY 11) SHAIL BE PER ANNEX A3 Of TPI1 2002 SEC.3. A SEAL ON 11115 11PAWING INDtCA7ES ACCEPTANCE Of PPOFESSIONAI fNGIRIERING RESPONSIS11 Ill $01 El FOR THE fROSS COMPONENT Of SIGN SHOWN. THE SUIIABILIIY AND ITS( Of THIS COMPONENT FOR ANY BUILDING 15 THE Rf SPON51811 �i01 111[ Holt DIN6 DESIGNER PER ANSI/IPI I SEC. 2. J • . •.� „"' (�� 4i ` __-_._ ? 0 A�` 2_`_ -- _- — J R E F R 0 8 1 C S D T A D AR23 I111b UNU YKLYAKLU IKUM t,UMYULCK INYUI )LUAUS B UIMLW�W") �,UDM111LU NI IKU» MLM. January 23, 2002 f Re: Alpine's Valley Kit Details; HCUSR081 01310037, 01310021 and 01310020. The valley kit engineering details as referenced above are engineered designs and not prescriptive methods to apply conventional framing. It may be construed that our details are not in accordance with'chapter 23 of both the 1997 Standard Building Code (SBC) and the 2001 Florida Building Code (FBC). Each Code states, for example, that the ridge board depth be not less than the cut end of the rafters. I understand that this specific issue about the ridge board depth is causing concern with the building inspectors resulting in the issuance of red tags. This nonconformance would be correct if the overall conventional framing application was the same between the prescriptive method in the Code and what our valley kit details depict. The engineered valley kit details tend to be more conservative. For example, we specify: 1) Rafter supports (cripples) every three to six feet along the rafter length, which significantly reduces the load, imposed upon the ridge board. 2) Ridge board cripples on three-foot centers. 3) All the required connections for rafters to cripples, rafters to ridge board cripples to the structural sub -frame below, etc. 4) Governing height and length restrictions for each framing application. 6) All collar beams, where specified, are 2x6 minimum applied to every rafter set and not 1x6 applied to every third pair of rafters (as stated in the Code). Additionally, Alpine_'s valley kit details overall have restrictive applications and can only be used over a support system of pre-engineered Alpine design trusses. Briefly, our engineered details for a system of conventional framing meet the requirements in Chapter 23 of the 1997 SBC and 2001 FBC. If I can be of further assistance or if you have any questions please call me. - ALPINE Alpine Engineered Produc►s, Inc. 1{ellleSCl► 1'L 33844 y. --WARNING" TRUSSES REQUIRE EVIREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING.. REFER 10 BCSI 1-03 IBUILDING COMPONENT SAFETY INEORNA110N), PUBLISHED BY 1P1 (TRUSS PLATE 1NSIIIU/E. 583 D'ORO{RID DR., SUITE 200. MADISON. WI 53719) AND WTCA [MOOD TRUSS COUNCIL 0f ANIRICA. 1300 ENTERPRISE IN. MAD TSOM, YI 57719) FOR SAFETY PRACTICES PRIOR 10 ►ERE DRNING THESE FUNC T IDNS. UMLE 55 OTHERWISE INDICATED, TOP '11 SMALL HAVE PROPERLY ATTACHED SIRUCTURAL PANELS AMD BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. *-IMPORTANT** *IMPORTANT`" FURNISH A COPY Of THIS DESIGN TO 111E INSTAILATION CONTRACTOR. ALPINE ENGINEERED IN INC. $HALL 401 BE RE SPONSI81[ FOR Alit UE Y IANDLI IRON IRIS IGN; ANY {ALLURE 10 BUILD 1RUS THE TRUSS IN 1'OHF 4RIIAM C[ YIIN 1P1: IPR FABR ICAI INU. HANDLING, SHIPPING. IN51 Atl lqf A BRACING Of IR H55{5. UESIGN C1INIORMS N1111 APPLICASIF PROVISIONS OF NOS INAIIONAI DESIGN SPEC. BY Af APA) AND TPI. ALPINE CONNECTOR PLATES ARE NAOf OF 7O/1@(IbC,A)(Y,N/S/.4 t P 1651 GRADE AO/UO (W. V/H.S) GAIY. SIF[L. APPLYpY\�i, PP, S IU EACH PACE OF TRUSS AND. IINIIIS 0111E Asli SE LU(Atf 11 ON 11115 OF SIGN. POSITION PER DRAWINGS 1GOn-1. ANT IITSPECITOM [If PI.A{ES FOLIOYED 81 (I SIIAII NE PER "Fill Al Of III! I002 SIC.7. A SEAL ON THIS DRAWING INOICAIIS ACCEPIAMCE Of PROFESSIONAL ENGINEERING RE SPONS IB II 1IF SOI F IV {ON IIfF IRIISS fOMPOMCNi GFSIGN SIIOMM. IIfE SUIIA8IIIIY AND USE Of 11111 COMPONENT FUR ANY BAIL DIMfi IS 1HE RESPON5181141' III[ UUILDIMG DESIGNIR PCR "'A IP1 1 SEC. •� (►� � V •�1� P LI.OA)S t q8n 7{ �• STATE OnFI, p i '� /� i • Q2�2LLL1J7•[�""-'-"-- ., 1' �\�, NAL '--- R E F R 0 8 1 - 4 8 3 5 7 HCUS11081 05115AAG -- H C - E N G DR/DR A R 2 3___. - - JREF- R081^SDTAD ( bUbZ4-5Ub / Zdb1A ( ) - AO ) Top chord 2x4 SP #2 N :T1, T5 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W5, W6, W7, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 5X8= 6X6= 4X4= 5X6= 47,4= 5X5 (A2) 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non-ccncurrent live load. Deflection meets L/240 live and L/180 total load. bAb= GA411 5X5 (A2) 1-0-0 1-0-0 21-0-0 I 8-0-0 I 21-0-0 J 0-0-0 Over 2 Supports R=1943 U=385 W=8" R=1943 U=385 W=8" +9-4-0 (50624-5U5 / 2361A ( ) A8) 6561 pf FCR 10 BCSI 1-03 IBUIIOIMG COMPONENT SAFETY INFORMATION), PUBLISHED BY 7P1 (TRUSS PLATE IXSTITUTF. 58 Design Crit: TPI-200.2(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 0TY:4 FL - 1 - E - - Scale =.125" Ft. "•HARMING"" TRUSSES RF DIIIRE EXTREME [ARE IN FABPI[AlIOM, HANDLING. SHIPPING. INSTALLING AND BRACING. `A •P.••""•"•"" . T C L L 2 0.0 P S F R E F R 0 8 1 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIIILO BY INUSS Wit. ( 7UOZ4-0UD / Z301A ( ) - A/ ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W1, W2, W3, W11, W12, W13 2x4 SP #3: (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nalls. Bracin 9 material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 5X8= 2X401 5X8= 2X4III 4X4= 6X6 4Xtl= 5X5 (A2) 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing, substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach ' with 0.1280" gun nails @ 6" OC. in lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below, 6X6= 4X4= LX4111 5X5(A2)= 1-0-0 1-0-0 I 19-0-0 I 12-0-0 I_ 19-0-0 _I 50-0-0 Over 2 Supports R-1947 U=387 W=8" R=1947 U=387 W-B" +9-4-0 (50624-5U5 / 2361A ( ) A7) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 QTY:2 FL 1 E - Scale =.125" Ft. --WA RNING'* TRUSSES Rf0U1RE EXTREME CARE IN FABRICATION, NANDIINO. SNIPPING. INSTALLING AND BRACING. / T C L L 20.0 P S F R E F R 0 8 1 6562 REFER TO SCSI 1-03 IS ]LOINS COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. SB3 � �`CE111g''•• D'OMNFRIO OR., SUITE ZOO, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 EN Tf 0.PR ISE LN, MADISON, MI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING TMESF FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 7. 0 P S F DATE 0 2 0 1 D 6 IOP CHORD SHALt HAVE PROPERLY A17ACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEitIMG. f Nc. 2 BC DL 10.0 PSF DRW HCIISR081 06032ABP —IMPORTANTA COPY PT Of fills DESIGN IS 111E INSIAI.IAIION CONTRACTOR.. ALPINE ENGINE FRFD7l6 (` /� (` � ALP 1 N E 'RONUCIS. INC. SIIAIL NO BE PESPONSIBI( FUR ANY 011111111 INS. IRIS DESIGN; ANY FAILURE IV NUIIU 1HF BC L L 0, D P S F H C- E N G R K/ W P F IR USS IN CONf ORMM1N Cf WIT" iP 1: OR (Aff I"AIIMG. NANDI IMG, SII I PP ING, IHSI ALL IMG A ORAC ING OF TRUSSF S. • STATE OF ' _ _ • OFSIGH COHf11"M5 IL I" APPI ICABLF PROVISIONS Ili MDS (II47IONAL DESIGN SPEC, BY AFAPA) AND 7P1. ALPINE ni - - f,ONNEC70R PLAYS ART MAD( Of 0/ I S /16GA (N,U/S/X) ASIM A653 GRADr 40/60 IN. X/N,S) GAIN. Sfffl.. APPLY 'Jj5�•• Pton%p�c TOT LD. 37 .0 PSF SEQN 18295 PI AILS TO EACH FACE Of TRUSS AND. UNLESS 071WPHISE IVCAI('O ON HITS DESIGN, POSITION PfP DR.HINI;A I60A E. , fI Alpine ETineered Products, III `ANY INSPECTION OF PLACES FNL I1IHLU IIY ll) OVAL DE PER ANNEX A3 Of II•I1 2002 ILLY F A -AI ON fFMS %O�A�t FROM MGK 1930 Malley Olive DRAWING SHOWN. INDICATES F SOIJAHIt OI AND SE Of I INGIN/(ONEN RFOR AN7OII IIY SOIFLY fort III( TRUSS CnriOF till iDUR , FAC , 1.25 Uf SIGN 5M11MM. 7N( SUIIAB II IIY AND USE Of I1115 COMPONENT FOR ANY BUILDING IS THE RESPOHSIB� 6 OF IH( ------------------------------- IlainesCHy,PL33844 OUILDING DESIG01fNPER ANSI/fP1ISEC. :. V Feb SPACING 24,ON JREF- 1SUDO81_Z52 FL Cerlifl_ceieylf Au�lToriz•Iliou 4 SQL IHIS ONG PRLPARLU IROM COMPOILR INPUI (LUAUS & UIMLNSIONS) SUHMIIILU UY IRUSS MIN. ( DU0C4-0UD / L.501A ( ) - AD ) Top chord 2x4 SP 2400f-2.OE :T2, T4 2x4 SP #1 Dense: :T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W1, W9 2x4 SP #3: (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113%2.5",min.)nails. Bracin 9 material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 5X8= 2X4111 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT Il., EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= ZX4111 6X6= 4XS= 6X6= ZX4III 5X5 (A2) 5X5 (A2) _ 1-0-0 1-0-0 x sr I_ 17-0-0 _I_ 16-0-0 _I_ 17-0-0 _I 50-0-0 Over 2 Supports R=1943 U=389 W=8" R=1943 U=389 W=8" (50624-5U5 / 2361A ( ) A6) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 OTY:2 FL 1 E - Scale =.125" Ft. ..WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. .N...N REFER 10 BCSL 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IPI ITRUSS PLATE INSTITUTE. 583 ` �.�/f. TC L L 20.0 P S F R E F R 0 8 1 6563 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LM, ,• c ��/ MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IN/�p.� T C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 lop CHORD SPAT HAVE PROPERLY A71ACKED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY A77ACHED NO. 22 RIGID CEIL'MG. BC DL 10.0 PSF DRW HCUSR081 06032ABO -IMPORTANT ITRNISI A COPY Of THIS DESIGN TO INf INSTALLATION CONTRACTOR. AIPINE fNF1NEFREO --- PR000C15. INC. SNAIL NOl BE PE SPONSIBI.F TUN ANY DF VIAiION FROM IIIIS DESIGN; ANY FAILURE 10 BUllll 7NF " ALPINE IRI155 IM coxr"RHADCE WITH TPI: DR FABRICAIIMG, HANDLING. SNIPPING. IMS1A(LIIIG A BRACING Of TRUSSES. A STAT rick B C L L 0.0 P S F H C F N r, R K/ W P f E— DESIGN CDNFOPMS NIIH APPLICARIE PROVISIONS Of NOS INAIIONAI. DESIGN SPEC. 81 A(APA) AND IPI. ALPINE •Q • {�P v -` '- - "' —` --- CONNECTOR PIATF5 ARF MADE OF 20/10/16GA (N.H/S/V.) ASTM A653 GRADE 40/60 TH. R/H.S) OALV. SIFFL. APPLY '. � p +T�•: '�•�� T 0 T. L D. 3 7. 0 P S F S E 0 N 18286 PLATES 11) [A(M FAC[ OI IRUSS AND. UNLESS O.MFRWf Sf LOCATED ON TIIIS DESIGN, POSITION PEA DRA.11IFS Ifi0A-2. •.•.ti... �� Alpine EpAineeled Products, III 'ANY INSPECTION Of PLATES FOLLOWED RO (1) SNALI DE PER ANNEX Al N IPII IOO2 SILI F A SfAI nN IIIIS ON�� DUR FAC . 1.25 FROM MGK 1' I U Marley Drive OR AWIN6 INO ICA lES ACCI PiANCF Dr PR OFF SSI UNAI ENGINEERING Rf SPONSIB II IIY SOI.EIT FOR 111E TA1155 rnuPOOL NI UFSIGN SHOWN "'I SUIIAs ILITT ANO U51 0f 11111 COMPONENT FOR ANY BUILDING IS THE RE SP ONSibI� 7DF INf -- Haines city, rt. 339 DUILDING DESIGNTR PER ANSI/1P1 I SEC. 2. I Feb 02 ' 06 SPACING 2 4. 0" J R E F- 1 S U D 0 8 1 _Z 5 2 FI;Certiflcate fl r'2ation .nl.T u"a rncrn rnv,T u...... ........,) o..o�....�� . ,•. •...+ ,.. t bUbZ4'DUD ) Z3O1A k ) - AD ) Top chord 2x4 SP #2 N :T1, T6 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5 X 5 (A2) 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof. CAT 1I, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at: both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 5X8= 2X401 6X6= 5X8= �v� , 6X6a '2X41A 6X6= 4X8- 4X4= bXb= CA4111 5X5 (A2) 1-0 0 1-0-0 x I 15-0-0 i 20-0-0 _1, 15-0-0 J 50-0-0 Over 2 Supports R=1943 U=391 W=8" R=1943 U=391 W=B" +9-4-0 (50624-5U5 / 2361A ( ) A5)vvlo Design Crit: TPI-2002( 6564 0'ON OfR 10 DR., SUIIf 200, NADISON, Y1 53719/ AND YTCA (WOOD TRUSS STD)/FBC PLT TYP. Wave C RT=i.00 1.25 10 0 7.20.091 OTY:2 FL - 1 - E - - Scale =.125" Ft. "WARNING`" TRUSSES REQUIRE EXTREME [ARE IN FABRICATION. HANDLING. SHIPPIRfi, INSTALLING AND BRACING. i0 BC51 1�OI IBDILDING COMPONENT SAFELY IRfORMATIOM), PUBLISHED BY TPI IIRD55 IlAlf INSTITUTE. $BJ To CST ♦""••"" � T C L L 2 0.0 PSF R E F R 0 _ _ 8 1 k 9UOZ9-9U0 / LJOlA I ) - A9 ) Top chord 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X5 (A2) 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXIT B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",m1n.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 040 5 X 8 = 2X4NI 6X6= 5X8= 4X4- 2X4Hi 6X6= 4X6= 6X6= 6X6= ZX41u 5X5(A2)= 1-0-0 1-0-0 x �.r I 13-0-0 I 24-0-0 _I_ 13-0-0 ,I 0-0-0 Over 2 Supports R=1947 U=393 W=8" R=1947 U=393 W=8" +9-4-0 (50624-5U5 / 2361A ( ) A4) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 QTY:2 FL 1 E Scale =.125" Ft. --WARNING-- TRUSSES REDU.R6 EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND TRACING. NS��"Y T C L L 20.0 P S F R E F R 08 1 6565 REFER 10 B[SI /-Ol IBDILDING COHPON[M7 SAf ETY INf bRMAT10N), PUB[ ISNFD BY 7P1 ITRD$$ Pl Alf INSTITUTE. 5U) `�G F D'OMOf RIIf DR., SUIll 200, HADISDN. NI 53719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN, MAD]SON, MI 53719) fOR SAfFTY PRACTICES PRIOR 10 P[RfORMING THESE FUNCTIONS. UNLESS DTHERNISE INDICATED' T C D L 7.0 P S F DATE 0 2 0 1 06 TOP CRORD SHALL RAYf PROPERLY ATTACHED STRUCIUNAL PANELS AND DDT 70M CHORD SHALL NAYS A PROPERLY A7TACNEO NO. _._. RIGID CEILING. = N BC DL 10.0 PSF DRW HCUSR081 06032ABN **IMPORTANT* *FURNISH A COPY Of THIS DESiGX 10 THE INS 1Al1.ATI0N CONIRACIOR. Al PINE INGINEERII) --- A L P I N E PRODUC75, INC. SHALL NOT BE RISPDXSITLE fOR ANY DEVIAl10N fRDM THIS OESIf.N; ANY FAIIIIRE 10 flU1lD 7IIf ° STA er ' B C L L _ D . 0 P S F H C -_E N G_ _R KW_P_ F_ TRUSS IN CONE OR MAHCC X17N 1P1: OR fADRICAIING. HANDLING. SNIPPING, INSTALLING R OR ACING Of IPUSS[S. q � = t.. / DESIGN CONFORMS WITH APPLICARLE PROVISIONS OF NO$ [NATIONAL. DESIGN SPEC, BY Af APA) AND 1P1. ALPINE , ^V -- CONNECTOR PLATES ARE MAUE OF 20/I8/16GA (W.H/S/R) ASTM A651 GRADE 40160 IN. R/II.S) GALV. SFFEL. APPLY -nA -.!. 4 o �1p�,�kA T 0 T. L.D. 37.0 P S F S E Q N- 18293 PI. ATE 10 EACH FACE OF IRUSS AND. UNLESS OTHERWISE LOCAIEO ON THIS DESIGN. POSITION PER DRAWINGS 160A F. in ....... �. _ AMY INSPfC;IOF Of PLATES FOLLOWED BY E/) 5H.L1. BE PER ANNE, A3 Of IP11 2002 SEC.3. A SEAL ON TII15 s��NP1,,�a DUR FAC i 25 FROM MGY. _ Alpine I,I QQl imied Products, In 'qR AWING INDICATES ACCEPTANCE Of PROFf SSIDNAt ENGINEERING. Pf SPrNSfBIIITY SOLELY FOR Ill( TRUSS COMPONENT IWMarleyDrive DESIGN SHOWN. THE SUIIAOILIIY AND IISE Of 1111S COMPONENT FOR ANY BUILDING IS THE RFSPONSIBJ 9OF TILE -- - ------ -- HaineB Chy, FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. F e b 02 ' 0 6 SPACING 2 4. 0" J R E F- 1 S U D 0 8 1 _Z 5 2 FLCerfificaicofAtith rization#567 I111.1 UIVb YIILYANtU THUM LAMrUItn IMrUI tLVAUS A bUIIMIIILU BY INU» MEN. ( !IMZ4'DUtI / Z301A ( ) - A.5 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W10, W12 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ '24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. iSpecial care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 6X6= 4X8= 6X6= 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin material to be supplied and attached at both ends to a suitable su pport by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 6X6= 467k7� FAA I i ' i \k /A, FAAF I;_ WAA OVA i 17 . i I b �hh h, v� 2X4 III 6X6 2X4 NI 6X6= _ — 3X6(A1) 2X401 3X6 (Al) 1 o _13-0-0 31� 9-10-0—� 1�00 � I 11-0-0 1_ 28-0-0 _I. 11-0-0 —I PE 50-0-0 Over 4 Supports R=413 U=180 W=8" R=746 U=180 W=8" R=1806 U=377 W=8" R=930 U=189 W=8" +9 4-0 Note: All Plates Are 4X4 Except As Shown. (50624-51.15 / 2361A { ) A3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09E 0TY:1 FL 1 E - Scale =.125" Ft. —WARNING" " TRUSSES REODIRf EXTREME CARE IM FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. RFEEP i0 BCSI 1 07 (BUILDING COMPONENT SAEEIY INF ORIIATION). PUBLISHED BY TPI (TRUSS PLATE INSIIIUTE. 1B3 Y "n~" P ~• T C L L 20.0 P S F R E F R 0 8 1 - 6566 I 7 E PO M7CA (WOOD IRUSS COUNCIL OF RUNLESS R70 EYt �j �S PRACIICESPRIOR719) MAD ISOM, WIR53119)TFOR SAFETY200. PERFORMING THESE FUNCTIONS. OTHERWISE INDICATED, I 'L T C D L 7.0 P S F DATE 0 2 / 0 1 0 6 TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUC7URAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. NC"Z BC DL 10.0 PSF DRW HCUSR081 06032A80 A AIMPORTANT—FORNISH A COPY OF THIS DESIGN TO 111E IRSIALLAIION CONTRACTOR. ALPINE ENGINEFRED---- H C E N G R Y. / W P F A L P I N E PflODllE:15, INC. 511ALL N111 BE "ESPONSIBLE FUR ANY UkYIATIDN O INIS UESIGN; Al1Y FAlL11RE 1O DUIID 111E Sf S. IPUSS Ip COME OpHAMIE NI111 IP 1; OR IABRICAIIN G. IIA" I IM G, SHIPPING, INSTAII ING R BRACING D/ TRUSSES. • ' STATE Of t BC L L 0.0 P S F DESIGN COME OPHS WITH APPLICABIF PPOVISIOPS Of NOS (NAIIONAL DESIGN SPEC. BY AEAPA) AND IPI. ALPINE 01 RT SI i '`t. �//•A _ TOT L D 3 7 0 P S F N 18281 P LAXf S110 FAEDI ACES OF R USS ANODE ,BFuNIESSNO T 11 SE OC AI ED 09 THISDDESIGN, POSIIIONR PIP.DRANIINGS 160AYI. (j •�•F�4 R1 • . S E Q 1 Alpine EneHleerP. l Products, In II o ladey Drive 11ainesCity,FL 33844 FL ('g1iffcB o of Authorizat' n k 567 ANT IM SPEC 110N OF PIAIES FDLIONED BY (I) SOAI1 Of PER ANM[X A3 OF TPII-2DD2 Sf1.3. A SEAL UN IH IS BRACING 1"DICAIES ACTIP IANC1 OF P1O11151"NAl ENf,IHfFNINf. RESPONSIBII 111 SOLELY FOR 111E IRUSS f011PD"(NI DESIGN Sf10NM. 11F SUIIAtlIL 11Y AND USE Of THIS COMPOHLNI IUR ANY BUILDING IS III[ RESPONSIBI Of IHL BUILDING DESIGNER PER ANSI/IPI I SET. 2. 20 (f�•�•'•`••••A *`~� �V,0PPAL�� reb 0 /` DUR F AIT . 1.25 --"--'-'-- ,A FROM MGK ------'-----'---------- SPACING 24.0" JREF- 1SUD081_Z52 i k :)vocr[-ouZ / 43b1A ( ) A3A ) ••-- -'•--.�.,�..,. .•.,,,, •,,,, Ir �,�n u•rur Li.Unu> o UIPILM�IUMb) SUUMIIILU UT IKUSS MIN, IUP L-nvru 6Art 3r NZ n :IZ, Is ZX4 JY #1 uense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6, W8, W10 2x4 SP #2 11: Calculated horizontal deflection is 0.14" due to live load and 0.12" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 4X4% 5X8= 4 X 4 = 6X6= 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7 C2, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC OL==5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 5X8= 4 X 4 T2 6 NW4 XT36 W6W10 G 4X8 (B3) 2X4Of 4X4= 6X6= 4X8= 6X6= 4X4= 2X401 4X8 (B3) 10 1-0 0 x 28-0-0 I 11-0-0 I R=1947 U=395 W=8" 50-0-0 Over 2 Supports (50624 5U5 / 2361A ( ) A3A) D C 't - ( TP1 2002 ST IF Design r� D)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 "WARNING-- TRUSSES Rf DIIIPF EXTREME CARE IN fABR If.AIIOX, XAMDI.IMG, SHIPPING. INSTALLING AND BRACING. REE[R'10 OCSI 1-D) (BUILDING COMPONENT SAFETY IMf OAMAlIOM), PUBLISHED BY IPI 110.1155 PLATE INSTITUTE . 507 D'DMDrR10 DR., SUIiE 200. NAOISON. NI 51719) AND Nll'A fMUVO 1RU55 COUNCIL Of AMCA ICA, 6300 fMiFRPR LSE LR. G V MADISOM. MI 577191 FORSArf iT PRACTICES PR IDR TD 1[RFORMING llr[SF iUNC 110N5. UNLESS UIHERNISE INDICAlf O, f TOP CHORD SHAH HAVE PROPERIT ATTACHED STR UCIUR AL PANELS AND OOTTOM CHORD SMALL HAVE A PROPERLY AiIAC HID RIGID CEILING. � w, O•VN 1• L ••IMPORTAUT *r ucn lSN A COPY 01 f1115 DESIGN IU fHC IN 4lnilnllgN rOR iR nr IOR. AI PIN( [Nr,l 11f[R(0 •� � ALPINE --'7 PF OOIICIS. IIIC. SI1nL 1. (PiISS rn NUI BE nE SPOgS10L( fOR ANY llf YIAT InH IgnM 'HIS UL SIr�N; ANY rA 111IPE iV Dl)II II III( s _ IN MI ORHn HCf SlliN N1111 ipl: DN (AMP II.AIINI;. IIAN01 Iilli. ill)PP iq4. INSIAIL IMU A NXnr INYi DI 1NVSi11. • •� �Y SI-A-1'� Or- r (Il COMO riXNS HI III nPPI ICn61.[ PN IIYISInNS III NOS INnT19gAl. r nNNrC lI)R r1.AILS AN( HAD[ LIE 2R/IB/iHGM1 111. II(5/Y.1 A51Y1 A651 PI rtIES 10 EM1Yx {nl'.1. UI II IISS n11i1, IINII SS U111/.PRISE LUCn f[U DISH;" SYCI:. 11Y ni AVnl AMA /rl. AIPINF IH'Anl •ill/bll ,H, %/11, 5) f. AIY SI111 nVPll UH 11r15 nI a •• ••,�oRy1A �(" ll(( Aliine Enaineerecl Products, In I 175UMalley Drive ()all>PSc11y,II. 3.1844 FL Certificate orAulhorizalion H 567 .,ANr IIISPLr 111rN Vr VI AI[5 HNAHIHG lqn un)rs nrn 4rISIGM Sr1lrNll. 1111 DUlllllNf UISIf.M(R 1'fR IDlI OH[D AY (11 Sll hll Ilr I'CR AIIHE% rinNrE Dr rP,H rsz ulxAl rro;t)n rllxl: Nrsrnusunr SUIInIiILIIY Allll IISI Of IIIIS I:UNPIIN[NI IUN AN51/IVI 1 SEr. 2. SI N, VI)iIIION r•CR Irl,nhll Nr;i AJ nr 1111 1D112 til l:. 1. n SE nI I,fr I1111 nr snl rlr top vU Imrss nHlPnxrnl ANY UV IIIrING IS 111[ R151'UUSIUII/'S�rf Illf L ��• f eb ••� /QILfA`� D 1� R=1947 U=395 W=8" +9-4-0 QTY:1 FL 1 E - TC LL 20.0 PSF TC DL 7.0 PSF *_ BC DL 10.0 PSF F BC LL _ 0.0 PSF i TOT.LD. 37.0 PSF _DUR . FAC_ .25 SPACING -1 24.011 --- Scale=.125"/Ft. REF R081-- 6567 DATE 02/01/06 _DR 14 IICU SR081 06032AAZ IIC-ENG RK/WPF SEQN- 18301 11 ROM MGK JR E F - 1 SLID081_Z52 _.._ ... ...— .. .. ............. IA.. — . W., L,.v?..,.ol worval— OI mn. L J VL`f-JV:7 / LJVS7L 1 f - Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3X6(A1) _ 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXIT B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 8X8= 4X8= 6X6= 2X4III 6X8= L A /4 Ill 6X6= 4X4= bXb3- 1X4AI +9-4-0 3X6 (Al) 1-0-0. —13-0-0 ��F 10-1-10 1Y0 1_ 9-0-0 J_ 32-0-0 I 9-0-0 1 IE 50-0-0 Over 4 Supports — R=526 U=180 W=8" R=603 U-180 W=8" R=1812 U=373 W=11.313" (50624-5U5 / 2361A ( ) A2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 —WARNING** TRUSSES REQUIRE EXlREHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1�03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI ITRUSS PLATE INSTITUTE, 583 _ O'ONOFRIO DR.. SUITE 200, MADISON, NI 53719) AND MICA INDEX) TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, MAOISON. YI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE !UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY i ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f No. it **IMPORTANT—rURNi511 A COPY OF THIS DFSIGN TO /HF 1NSTALL4TIDH CONTRACTOR. AIPINE ENGINFERFD ALPINE PRDDBCIS. Illf. SNALt NOT BE RESPUNSIBIE TOR ANY DEYIAIION IRON THIS DESIGN: ANY FAILURE 10 OUI19 IN[ yyL IR USS IN CONI ORNAMC[ Hill? 1PT; OR IABRICATIOG. HANDLING. SHIPPING. IRSFAI.IING A BRACINI: OF TRUSSES. ��A C tr :.• /1 G DESIGN CDNIORMS WIIII APPt)f.ANLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af6PA) AND TP). A1.P IN( CORHICIOR PI. AIFS ARE MAD[ UT 21)/IB/I6C,A (W.II/S/K) AST" A653 GRADE 40/60 (W, K/11,S) GAIY. SIFF', APPLY w p _ ) Alpine l n¢ineeled I roduels, III 1950Marlty lkive Ilaines City, FL 3.1844 FI f.P.r(ifirNle of A"Ihnrivalinn 9 SR7 PLATES 10 EACH FACE OT IPIISS ANTI, UNLESS OIIIF"HISL LDCAIEU 0" IHIS DESIGN, POSI110N PER DRAWINGS 160A.2. ANY INSPECTION OF PIAIFS Fn1LWNED BY 41) SI41.1 OF PER ANNtl A3 OF IP11 ZOO? 51C.3. A SEAt OU [HIS DRAW IN6 I"DICAIIS ACC(P IARCF Of PROrE 1110NA1. TNf.1111ER ING RE SPOHSIgILI TY .1 I'll 10R Till IP.IISS COMPONENT DFSIGN SWDWx. iHf SUllAgll ITV AND115( O! 11115 CUMPUNf111 !hR ANT gUILUINf. IS 1111 RESPONSINII ! INf BUILDING Of SIGNER PER AWSI/IPI 1 SEC. 2. n S/oi�fl• ( e b R=953 U=200 W=8" QTY:1 FL 1 E - Scale =.125" Ft. TC LL 20.0 PSF REF R081-- 6568 TC DL 7.0 PSF DATE 02/01/06 s * BC DL 10.0 PSF DRW HCUSR081 06032ABR OF icr a BC LL 0.0 PSF HC-ENG RK/WPF TOT.LD. 37.0 PSF SEON- 18304 j,tG� DUR_FAC_1.25 FROM MGK SPACING 24.0" JREF- 1SUD081_Z52 ( 50624-51.15 / 2361A ( ) - A2A ) 1111�, UMU FHtPAHLU PNUM GUMPUItH INPUI (LOAD$ A DIMENSIONS) SUBMITTED BY TRUSS MFR. lop chord 2x4 SP #1 Dense :T1, T5 2x4 SP #2 N: Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Calculated horizontal deflection is 0.15" due to live load and 0.13" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 2 X 4 5X8= 4X4= 6X6= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 4X4= 6X6= 5X8= 2X4% Mm 4X8 (63) 4X4= 6X6= 4X8= H0510= 3X8= 6X6= 4X8 (63) _ 1-0-0 1-0-0 1— 9-0-0 _I, 32-0-0 I- 9-0-0 1 i RE 50-0-0 Over 2 Supports R=1947 U=397 W=8" R=1947 U=397 W=8' + 9-4-0 (50624-5U5 / 2361A ( ) A2A) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gau a HS Wave C RT=1.00 1.25 10 0 7.20.0918 CITY: 1 FL 1 E - Scale =.125" Ft. ALPINE Alpine Ln ineere<I Products, 1n OMarleyDn'l Haines City, FL. 33844 F T; u "•NARNI TICS TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING ST BRACING. REFER 10 e[SI IDI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBI D'ONOf..G OR.. SUITE 200. MADISON. HI 53719) AND MICA LNOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID GETTING. ''IMPORTANT**F I1RM15H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. MALL ND7 BI RISPONSIBI.E FOR AN7 OEYIAIIUN FROM INIS DESIGN; ANT FAILURE TO 81111.0 THE DFSIGN1CONFORMSM"I'M APPIICABII PROVISIONS"D1AI.NI'S°INAIIONAMGDESIGNPSPEC.1 6.IRYEAFRPA) ANNO D"TPI. OF TRUSSES [ ('nNNFC7OR Pl A fES ARE f TRUSS OF 2M/IB/1fifiA (W,11/1/K) 'SIN A65I GRADE AOE AD/6U IN. K/H,S) f.AI Y. $IF FI.. APPLY PLATES 10 EACH FACE DF 1RUS5 AND, UNLESS OTHERWISE LOCATED ON HITS DESIGN, POS1710N PER DRAWINGS I60A-2. ANY INS PE C.T ION OF ILAIFS FOLLOWED BY (1) SHAL 1. Of PER +.M NFX A3 OF TP 112002 Sf C.3. A SEAL ON IPIS °RAHINU iN°ICAIFS ACCCPIANCF Of PROFESSIONAL ENGINEERING RF5POM51BILIfY S°LEIY FOR INf TRUSS CUHPORFME UFSIf,N SHDHN. TIIE SVIIABIL17Y AND USE OF TH75 COHPONENI FOR ANY BUILDING IS 711E RfSPONSIDfI f TIIE BUILDING DESIGNER PER ANSI/IPI I SEC. 2. 3 w_ r`tn ��P 2 t {` j i{ N0.2 S * y ! 1R 3 .QS. STATE OF ? a 'P .�� O R�oA �'�� ` T__S .. . • �• �PEl�p�� V !1 Feb TC LL 20.0 PSF T C D L 7.0 P S F BC DL 10.0 PSF B C L L 0.0 P S F TOT. L D . 37.0 P S F REF R081 6569 _DATE 0 2 0 1 06 DRW HCUSR081 06032A85 H C- E PJ G R K/ W P F E Q N - 18277 DUR. FAG. 1 .25 FROM MGK SPACING 24.0" JREF 1SUD081_Z52 Tlile nur DOPOAorU ronu rnM.-F. 1NDIIT It - R nlNrurinue, rueutTr[n ev rn uee w,. t DUbZII-DUb / Z3b1A ( ) - AIAU ) Top chord 2x6 SP #1 Dense :T1, T6 2x4 SP 2400f-2.OE: :T2 2x6 SP 2400f-2.OE: Bot chord 2x6 SP 2400f-2.OE :B2, 83 2x8 SP 2250f-1.9E: Webs 2x4 SP ##3 :W2, W8, W9, W10 2x4 SP #1 Dense: :W4, W6, W16 2x4 SP #2 N: :WIT, W12, W18 2x4 SP 2400f-2.OE: :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: SPECIAL LOADS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -1.00 to 56 PLF at 29.67 TC From 226 PLF at 29.67 to 226 PLF at 43.00 TC From 56 PLF at 43.00 to 56 PLF at 51.00 BC From 20 PLF at 0.00 to 20 PLF at 29.67 BC From 44 PLF at 29.67 to 44 PLF at 43.00 BC From 20 PLF at 43.00 to 20 PLF at 50.00 BC 4623 LB Conc. Load at 15.42 BC 462 LB Conc. Load at 43.00 (Bottom chord checked for 10.00 psf non -concurrent live load. 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gun _nails) Top Chord: 1 Row @ 2.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c, Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead load. In lieu of structural panels or rigid ceiling use purlins to brace TC 24" OC, BC @ 24" OC. (Calculated vertical deflection 1s 0.66" due to live load and 0.15" due Deflection meets L1240 live and L/180 total load. to dead load at X = 26-4-1. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation (A) (1)SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME of trusses. See "WARNING" note below. SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d COMMON NAILS @ 6" OC 2X4III 1OX10= SS1319= 8X8� 6 6 SS1017- 8X12= 2X4III 3X8111 _ W9 2X4III 4X6= R y12= 6 T2 5X5 (C8) T1 H W��W4 4X8(CB) _ 2X4III SS1017= B2 3X 12 111 1OX14= 8X8= B3 2X4111 H1014= 2X4III 1OX10= 4X10= 6 3X8111 T6� 5 X 5 (CS) - � _940 4X8 (C8) 1 Or0 1-0-0 L 7-0-0 _I_ 8-4-0 _I 7-2-0 1- 7-2-0 I 13-4-0 I 7-0-0 I Le 50-0-0 Over 2 Supports R=5917 U=1245 W=8" R=5648 U=1189 W=8" (50624-5U5 / 2361A ( ) AlAG) PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: TPI-2002(STD)/FBC Wave C RT=1.00 1.25 10 0 7.20.09 0TY:1 FL 1 E - Scale =.125" Ft. "WARN 7RUSSES PEOUIRE ERIREMF CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. /. N• T C L L 2 0.0 P S F DEONOFRIO DR.,ISUITF-03 BROD ING MADISOMONNIT5J719)YAND7M7CA11NODD 1RUSSSCOUMCILHED BY TDF AMERI[APL6JOOATE IfNTERPIT,IIUTEIIN. gANQ *■�y /� R E F R 0 8 1 6570 MAD (SON, NI 5J719) iDR SAlC7Y PI CTIC[S PRIOR TD PERFORMING THESE FUNC110NS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 0 2 / 0 1 0 6 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No. �� L RIGID CEILING. s 2 i 1 (� *AIMPORTANT-FURRISH A COPY OF IBIS DESIGN 10 THE INSIALIATION CO"IRACIOR. AIPINE FNGINf FRFD * '/{ ~ 7f B" DL 10.0 PSF DRW HCU SR 081 06032ABZ ALPINE PHUDUCIS, INC. $(TACT NOf BE RISPONSIBIE FOR ANY D[YIAIION FROM (HIS DFSIF,N; ANY FAILURE l0 BUIID I"E INUSS IM CIINIORMANCE YII11 TPI: UP FABRICATING. IIANOI.ING. 5111PPING. IMSIAI.LING 6 BRACING Of TRUSSES. A ��• STA7 '€ B C L L 0.0 P S F H C - E N G R K / WP F DESIGN CONF IMF HS WI FIT APPI[CABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) AID IP1. AIP C ONNI CI TIN PLATES ARE MAUF OF 7n/10/16GA IW,II(S /Y.) ASIM A65) GRAOF 10/60 (W. R/H,S) GAL,. SIf FI. AP II.T A•• to TOT. LD 37 0 PSF $EQN 58898 PI A/E5 T9 EACII FACE 0I lR USS ANO. UNIFSS OTINPHI5E LOCATED ON THIS OFSIGN. POSITION PER BRANT "S 160A-Z. �•••••.`OII1 .• �� AlpineElleineered Products, In ANY INSPECIIpN DF PLATES FOILOMED BY If) SMALL OF Pill ANNEX A3 OF TPI] 7002 SFC.I. A SE AI OH IIIIS 1 U leeredMarley Pr I DNAWING INDICATES ACCEPTANCE 01 IIIIIIII...AI INGINIIRING RFSPON5IBII11, SOIEIT TOP INE TRUSS f,UMIOM[Il �S/Oryp�.En u R . r a c . 1 .25 FROM J E H DUST SIGN SIIONN. INE SlfI I ABIL ITT AND USE Of THIS COMPONENI FOR ANY BUILDING IS THE RESPUNSIO11n��f IIIT. FL HBinescaleo;,FIh 3bSd4 BUILDING DESIGNER PER AYSI/t11ISEC. z. G Feb 02 06 SPACING 24.0" JREF- 1SUn081_Z52 r H T; ( 50624-5U5 / 2361A ( ) - A1G ) INIS UNG PKLPAKLU MM CUMPUILK INPUT (LUAUS & UIMLNSIUNS) SUBMIIILU BY IKUSS MLR. 'Top chord 20 SP #1 Dense :T1, T6 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :145, W7, W9 2x4 SP #2 N: 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located .anywhere in roof, CAT 1I, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. (A) (1)SCAB BRACE. 80% LENGTH OF VEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d COMMON NAILS @ 6" OC. 6X6= H0510= 1-10510= 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"—Gun_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. #1 hip supports 7-0-0 jacks with no webs. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 5X8= 6 (A 6 T1 W5 T W7 W9 PM 13119 3X6 (Al) = 2X4 III 6X6= 6X8= 4X4= 6X6= 3X6 (Al) 2X4III 1--0-0 1 0_13-0-0 �)E 12-1-10� I 7-0-0 -1- 36-0-0 _1_ 7-0-0 _1 50-0-0 Over 4 Supports R=640 U=180 W=8" R=2101 U=402 W=8" R=3553 U=672 W=11.313" R=1655 U=331 W=8" +9-4-0 (50624-5U5 / 2361A ( ) A1G) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gau a HS Wave C RT=1.00 1.25 10 0 7.20.0918 CITY: 1 FL 1 E - Scale =.125" Ft. ••WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. • '7y TC L l 20.0 P S F R E F R 0 8 1 6 5 7 1 REFER TD BCSI 1-03 EBUIID JIG COMPONENT SAf ET1 INf ORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 �••'• •" /� D'ON0FR10 DR.. SUIIf 200, MADISON. NI 11111) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPPISE I. ENSF. MADISON, NI 53719) FOR SAFE TT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNCRNISE INDICATED, f TC D L 7.0 PSF DATE 0 2 / 0 1 / 0 6 ,OP CHORD SHALL NAVF PROPERLY A77ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED j RIGID CEILING. i ,10�2 1' y BC DL 10.0 PSF DRW HCl)SR081 06032AB5 •*IMPORTANT—fURHISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDALPINE PRUDUCIS. INC. 3114,1E XOT Of NESPONSIBLE FOR AMY Ul.YIATION FROM 1111S DE SIGH: ANY 1A.1UR1 TO BUILD THE 71 , E B C L L 0.0 P S F H C - E N G R K/ W P F IN U 5 S IX CO Mf OPMAN r.F NI711 IP I: OR FABRICATING. NAND I. ING. SI1 I PP IMF., INSTALLING G DRACING Of TRUSSES. DESIGN COMfOPHS N1111 APPLICABLE PROVISIONS OF NUS INATIONAL DESIGN SPEC. Br Af6PA) AND TPI. ALPINE S STATE OF------------ CORHICIOR PLATES ARE MADE Of 201181166A IM.117S(V.) ASTM A653 GRADE 40F60 (W. N/11,S) GALY. SIEFI. APPIr 9 •,� AC P. Wt4 TOT. L D. 37.0 P S F S E 0 N- 58866 PLATES TO EACH FACE OF TRUSS AND, UNLESS 0111FRWISL I.00AIFD ON THIS DFS)GN, POSITION PER DRAWINGS 14DA-1. Q� •., to �, IWSPFCIION OF PLATES FOLLOWED BY (1) SNAIL. OE PER ANNEX A3 OF 1P11 2DO2 SEr..3. A SE A1.DXTHISAlpine ErlQOMtied Products, In[ANY DP AWING INDICAIES ACCIPTANCF of PRO111SIONAL ENGINEERING RESPONSIBIIITT SOLELY FOR TILE /RUSS COMPONENT �s/OryAt DUR . FAC . 1.25 FROM JEII I y DESIGN SHOHx. 1M SUITAB II IlY AND USE Df THIS CIrMPON[xi fnR ANY BUILDIXO 11 TILE RFSPUMSID If/� U! THE fl{ -- —------- --- HBinesCity, FL33844 BUILDING DESIGNER PERANSI/IPIISIC.2. `� Feb SPACING 24.0" JREF- 1SUD081 Z52 ( 50624-5U5 / 2361A ( ) - B3 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. 0-6-3 4X4( 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. L, 10-0-0 ,I_ 10-4-0 _I 0-4-0 Over 2 Supports R=766 U=180 W=4" R=828 U=180 W=8" +9-4-0 (50624-5U5 / 2361A ( ) B3) Design Crit: TPI-2002(STD)/FBC PLT TYP, Wave C RT=1.00 1.25 10 0 7.20.09 0TY:5 FL 1 E - Scale=.3125" Ft. —WARNING— TRUSSES AIOU1RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. .�».•� " T C L L 2 0 . 0 P S F REFER i0 BCSI 1-O) (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI ITRD55 PI ATE INSTITUTE. SBJ "�d`/. E'� p'�N ,� REF R 0 8 1 - - 6572 D'ONOFR IO DR.. SUITE 70D. MADISON. NI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 63DO ENTERPRISE IN. V OF MAOIST MI 5J719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. rt iT C D L 7.0 PSF DATE 0 2 0 1 0 6 S TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED { r� 'Y RIGID CEILING. i N0.2 -- --- • ; * BC DL 10.0 PSF DRW HcuSR081 06032ABL AAIMPORTANT—rUAMISH A COPY OF THIS DESIGN TO THE IN.SIAIIAIIDN COHTRACYOR. ALPINE ENGINEERED * : VRODUCI S. INC SIIAFI NOT OF RESPDNS101! FOR ANY DEVIATION FROH IIIIS UESIGN; ANY FAILURE 10 90110 IMF ALPINE TMUSS IN CO"I""A"C.1 W1111 IPI: DR IABRICAII"G. "'NOT ING. SHIPPING. INSIAILIpG A BRACING 01 1RU55E5. PIZ � BC LL 0.0 PSF FIC ENG ItK/WPF STA F L --- UE SIGN CONI ONHS WITH APPI If.ABL[ PROVISIONS OF NOS IpATIDNAL DESIf.N SPEC. BY ATSPA) Apll iP 1. ALPINE CORMCC�iA rrr•8 — "' — —'— --- PLATE S700 C1nC"FF AC FE Oi A IINHSS AND. UNLFSSWF"FIFRNISE SIOCA/F0 00 GRADE IISODESIGN. POS111UNAPFM DRAWINGS I60Arl. 0, �Ft o p1nP�.�``' TOT . L D . 37.0 P S F S E O N 18278 , �c �, ----- - — — -- ---- — — — - _. nNY INSPFCIIOp Of PI. AlFS FIIII ONFD RY 11) SHALL Nf PER AN XE[ nJ OF TP11�2007 SF C. ). A SEAL ON IRIS p AlpineE"Ai nce yM Pr ducts, In DRAWING INDICATES ACCFPIAN, OF PROIFSSIORAI lxGl""RING RESPUM51911111 SOLELY FOR 1Hf (PUSS COMPO"FMI vf0NA1. � DUR. FAC. 1.25 FROM KC IIF Sllill SHORN. INf SIII IAO IL IIY AND VSI OI IIIIS [OHPOMFN7 TOM ANY BUILDING 15 111E RE 5PUN5IB II�C1 IMF nRineB Cily, PI.. 33844 BUILDING DESIGNER PER ANSI/IPI 1 SEC. 7. V Feb 02 06 SPACING 24 . 0 " J R E F- 1 S U D 0 8 1 _Z 5 2 F .el -fi ! t DUDL4-DUD I 4301A t ) - Ue Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC, A 0-6-3 4- 5X5= 5X8= 4A4 (tfl) 120 mph wind, 15.00 ft mean hgt, ASCE 7-C2, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 2X4 (Al) 1-0-0 I_ 8-8-0 _ I 2-B-0 _I_ 9-0-0 L 20-4-0 Over 2 Supports R=766 U=180 W=4" R=828 U=180 W=8" +B-0-0 Design Crit: TPI-2OO2(STD)/FBC361A ( ) B2) PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 OTY:1 FL 1 E - Scale =.3125" Ft. *•WARNING*• TRUSS41 REOUIRE 111.1 E CARF IR fABR (CATION. HANDLING. SNiPP1N0. INSTALLING AND BRACING. REFER 70 OEST 1-03 (BUILDING COIWORELT NI SAFETY INFORMATION), PUBLISHED BY TPI RUSS PLATE INSTITUTE. 583 D'OMOFR IO DR., SUITE 200, MADISON, NI 53719) AND MICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, HADISON, NI 53719) FOR SAFETY PRACTICES PRIDA 70 PERFORMING THESE FUNCTIONS. UNLESS 07HERVISC INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A77ACHED R IS10 CEILING. *"IMPURTANT''Y"fIIRNISN A CORM OF iN15 DESIGN TO 1NF IMSIAltA710N CONTRACTOR. ALPINE ENGINEERED � ` ER[L11R 2 L No. s * i S y n T C f� TC BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF E F R 0 8 1 6573 DATE 0 2 / 0 1 / 0 6 DR W NcusR081 06032AAY li C- E -----'---------- ; E Q PJ N G R K/ W P F --------- 18297 �_ ALPINE -� Alpine Enaiueerecl Products, In 19 MBFley DriYe nBIMeS city, PI. 33844 FL c 7ir7c1Authorizationas PRUUUC II, INC. SILAIL NOi BE RESPONS11HE 102 ANY DEVIATION fPOH THIS DESIGN; ANY FAILURE 10 BUIIO THE TRUSS TIT f,D9 ORHANCE Willi ]PI: OR FABRICATING. HANDLING. SHIPPING. IRSTAILING A BRACING OF TRUSS(S. Of SIGR CONFORMS NIIN APPI ICAAI[ PRUYISIORS 0f N115 INAiIOM AI DESIGN SPEC, BY AT APA) ANTI fPl. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/161;A LN,II/S/K) ASIH A653 GRADC 40/60 (H. K/H.S) C,ALV. SIEFL. APPII PLA1[5 10 TV FACE bf TRUSS AND. UNI.F SS OIItERMIS[ IOCA iCU UN (MIS UES If G. POST iION PfR DPAYIMGS IAOA-F. ANT INSPE CI ION DF PLATES I11LI.OHEO BY 11) SHALL HE PER ANNFA A3 OF IPII�Z002 Sf T..3. A SEAL ON IT" DRAWING INI11CAfES ACCfPfANCE Uf PROfISSIbMAI [NGIIIffNIMfi RfSI'01151A11 ilY $DLELT FOR I,,I IRII S f,IWPO"[HI b[SIGM SHIIHN. IIIF SUIIA8111I AHD 1151. OI INIS C0HPUNENI FOP ANY BUILUINC, IS THE Nf 5PDX11U ll //'�7f Illf BUILDING RESIGNER PER ANSI/IP1 I SEC. 2. ` • •• S 1 A OF -o w ••••• /. /� bb �jiA ••.�V17lfO.•'�, N}nQ �" V,O�A{ �� FebD (. �tA B C T 0 T ..__-_-_ L L ---'---' . L D . ---_..—.. 0.0 37.0 __,-._--_-,-_... P S F P S F DUR . FAC . 1 .25 _--.._-.-_._---_.._-.._.-_.-_._.—.._:.. FROM h1GK SPACING 24.0" JRFF- 1S(JD081_Z52 n,o UnU rncrnncu rnwl w11— 1cn ,nr UI Lwn— a �UDnLll DI IQw nr N. j ( 50624-5U5 / 2361A ( ) B1G ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L1240 live and L/180 total load. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. #1 hip supports 7-0-0 jacks with no webs. 4XB= 2X4III 4XB= +8-0-0 3X8 (B1) r 62# �462# 3X8(B1)� 1-2-Joi IL-011 I_ 7-0-0 _I_ 6-8-0 _I_ 7-0-0 _I 20-8-0 Over 2 Supports R=1590 U=318 W=8' R=1590 U=318 W=8" (50624-5U5 / 2361A ( ) BIG) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 0TY:1 FL 1 E - Scale=.3125" Ft. "HARMING" TRUSSES REQUIRE EXTREME CARE IM FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. NA REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PIATE INSTITUTE. 583 �. A. T C L L 2 0.0 P S F R E F R 08 1 - - 6574 D'ONOfR10 DR.. SUITE 200. MAD150N, XI 53719) AID MI[A (YD00 TRUSS COUNCIL OF AMEPI[A, 6300 ENTERPRISE IN. EN ��/ MADISON. Y1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIOMS. UNLESS OTHERWISE INDICATED, T C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No. Z t RIGID CEILING. y 2 y (� "IMPORTANT—fURNISH A COPY OF THIS DESIGN 10 111E INSTAIIATIOM COMIRACTOR. AIPIMF FMBINfFRED : ri �R BC DL 10.0 PSF DRW HCUSR081 06032AAX ALPINE PRODUCTS. INC SNAIL N01 BE RfSPONSiBIF fOR AMI DFVIArIUN FRO" IxIS DESIGN: ANY FAILURE TO DUIID TNf TRUSS IX f.ONfORNANC,f H(T11 TPI: OR fADRICATIN6. NANOLIMG. SIIIPPIpG, IMSIAILIMG A ORATING Of TRUSSES. '�. STATE OF �•� B C L L 0. 0 P S F i-IC - E N G R K/ W P F DESIGN f,pNI OR NS 411H APPLICABI( PROYISIUNS OF NDS INAIIUHAL DESIGN SPEC. BT AIRPA) AND IP1. ALPINE — — CONNEL'IOR PIAIES ART MADE OF ZD/)B/)6GA (N.11/S/K) ASIM A653 BRAD[ AU/GO I.. K/H,S) GAIV. $IEII. APPLY TOT . L D . 37.0 P S F_ S E O N 58871 PIA11110 CAr,11 IACI OF IRIISS AMD. 11-LESS B111F RMI SF I."A". TIN 1M11 Ul"FN, PUSI110N Pill 11RAYINGS IGUA�I �.' ^.....�..� 'yi, ,I AI ineEn ineered Products, in ANY INSPIC' IUM Of PLAYS FULLUHfD BY (1) SHALL Of P(R ANNEX A3 Of 1P11 2002 SIC 3. A SFAI ON IHIS �jso � �� FR01'I JEN AE _._.... .. _ p DRAPING INDICATES ACCFPIANCF OF PROFESSIONAL fNG1Nf[PING RESPONSIBIIIIY SOLELY FOR THE TRUSS COMPONENT 1mi, D U R . F A C . 1.25 OMBrleyDrive DESIGN SHOWN. THE SUIIABILTTY AND USF Of IIIIS COMPONENT FOR ANY BUILDING 15 )UE R[SPOOSIBI8F 11E e•aBUILDING DESIGNER PER AN51/TPIISEC.2. 2Feb 02 '06 -FLenficafdAubzaWn67 ---- -- - - SPACING 24.0" JREF- 1SUD081_Z52 ( 50624-5U5 / 2361A ( ) - FG1 ) Top chord 2x6 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) I TC From 359 PLF at 0.00 to 359 PLF at 7.00 TC From 54 PLF at 7.00 to 54 PLF at 13.92 BC From 304 PLF at 0.00 to 304 PLF at 7.00 BC From 612 PLF at 7.00 to 612 PLF at 13.92 BC From 284 PLF at 13.92 to 284 PLF at 13.92 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. I Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. II THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 6XB� 4 X 4 III 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gun _nails) Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 5XB= 3-4-0 W2 W4 5X14= 4X4III 4 X 4 III 13-11-0 Over 2 Supports R=4717 U=993 W=B" R=4730 U=996 3-4-0 9-4-0 (50624-51.15 / 2361A ( ) FG1) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 OTY:1 FL 1 E - Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDIING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 6575 a IT To. O BCSI 1-11 (BUILDING COMPONENT SAFELY I:I..RMATI1-)1 PUBLISHED BY IPI (1RUSS PLATE INSTITUTE, $83 N•••• •� D'DNOf RID 1 5 SUITE 200, MADISON, IC 53719) ANO PERF TWO ND TRUSS COUNCIL S. RUNLESS. 630D IENTERPRISE IN. y� ,T,cE AI T C D L 7 . 0 PSF DATE 0 2 / 0 1 / 0 6 MADISOM, NI 53719) FOR SAfF TT PRACTICES PgIOR TO PERT DRMIMO 1HESF fUMCT10Mi. UNLESS OTNERNI Sf IMDICAIED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID GELLING. t NO.2 BC DL 10.0 PSF DRW HCUSR081 06032AB1 '*IMPORTANT•AruRNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO DUC75. INC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIATION Fgl)N THIS Df S16N: AMY FAILURE lU BUILD 111E n Z p / ALPINE l.U55 I" CONFORNANCF NI7H TPI: OR FASRILATING, HANDIING, SHIPPING. INSTALLING A BRALIXG OF TRUSSES. F B 1 L L 0.0 P S F H C E N G R K/ W P F DESIGN CONFORMS NI1H APPLICABLE PROVISIONS Or MU1 ("A11011AL DESIGN SPEC, BY Ar APA) AN0 TPI. ALPINE • STAT Of iF COMNEC'OR PLATES ARC MADE OF 211/18/166A (N.11/S/R) ASIM A653 GRADE 40/60 IN. A/H,S) GAIT. SIEEI. APPLY �9^i, ,• ^P. �ff T 0 T . L D . 3 7 . 0 P S F$ E 0 N - 14871 PLATr1 10 IACII FACE OF 1RUS5 AND. UNLESS 01HERMISE LOCAIED ON 'HIS DESIr.N, POSITION PER IIp ANIBGS 160A-2. Y ��0 �11/"'�•� ANY INSPECTION OF PLATES FOLLOWED RT 11) SHALL Or PER ANNEX A3 Or 1P 11-2UO2 SEC..3. A SFAI. ON THIS Alpine Engineered Products, In DpAHIMG INDICATES ACCEPTANCE DF PROFESSIONAL ENGIMFf.RIXG PfSPONSIB1111Y SOLELY f00. TWf TRUSS [OMPONFN' DUR . FAC . 1.25 FROM JEH () Marley Drive OF SIGN SHOMN. TILE SUI IARII.IIT AND USr 01 IHII CIIMPINIHl FOR ANY BUILDING IS "' RLsPUNSIBI )F TIIF ---- Haines City, Fl, 33944 BUILDING DISI.I. PER ANSI/1P1 1 5EL. Z. 2 9 F e b SPACING 2 4. 0" J R E F 1 S U D U 8 1 _Z 5 2 FL Certificate of AMthOTi7aJ I 0UOZ4-000 / Z301A ( ) - UZ ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. 4X4= 3.96 FX4= 3.96 rvr6_ CVC\ 120 mph wind, 15.00 ft mean.hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 4A4Inl) = 11� 0 o I 5-10-11 11-5-2 11 0 61 1-5-2 I 5-6-11 I 5-4-0 Over 2 Supports R=638 U=180 W=8" (50624-5U5 / 2361A ( ) 02) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20 * *WARNING'* TRUSSES REQUIRE ETIREME CARE /N FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BT TPI IIRUSS PLATE INSTITUTE, SBJ D'OMOfIT 10 DR., SUITE 200, MADISON. MI 53719) AND MICA (MOOD TRUSS COUNCIL Of AMERICA, 6300 EKIFRPR15[ LN. HADISON, MI 53719) FOR SAFETY PRAC710ES PRIOR TO PERFORMING THESE FUNCIIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL ING. **IMPORTANT**FuRNIS11 A COPY Of THIS DESIGN TO THE I"5TALLATION CONTRACTOR, ALPINE ENGINEERED ALPINE ,IODDEIS. INC. SOAtI NOT Of RESPONSIBLE FOR ANY DEVIATION FROM 1111S DESIGN; ANY FAILURE 10 DIIILO INf 1RU55 IM CONfORNANCE WITH TPI; OR (ABRICA7ING, HANDLING, SHIPPING, IMS7AI.IING R BRACING OF TRUSSES. D£SIGN CONFORMS NAIL APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af APA) AND 111, ALPINE CONNECTOP PLATES AN MADE Of 20/18/16GA Itl,"/5/P.) AS1M A653 GRADE 40/60 (W. K/H.5) GAt V. STEEL. APPLY ,,,7 PLATES 10 EACH FACE OI' TRUSS AND. ONE I55 07111 Pit f IOCAIED ON ]HIS DESIGN, POSITION PER DRAWINGS 160A 1. Alpine Enmeered Products, lu `AHT EN6IFC11ON DI PL AIfS fOIlDWEO BY 111 5{TAIL BE PER ANNEX AJ 0! 1P11 2D02 SEC.). A Sf AI oN 11115 I O Marie IhiVe 1 ORAIYING IN011 11 ACCFP7ANCF DF PROFESSIONAL IdGINEIRING RFSPONSIBII. ITT SOLELY FOP lilt 1RDSS COMPONENT y DF SIfiM SHOWN. 7111 Soil AB IL ITV A USF OF MIS COMI'OHENI FOR ANY BUILDING IS I11[ ftf SPUNSIBICi oUf 1NE Haines City,FI, 33844 BUILDING DESIGNER PFR ANSI/IPI 1 SEC. 2. J i 0�16_- 3 9-4-0 R=574 U=180 W=4" 091 OTY:1 FL 1 E - Scale =.375" Ft. No. STA OF �RsS70NAl� Feb 02 ,`� 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 R081-- 6576 DATE 02/01/06 DRW HCUSR081 06032ABB HC-ENG RK/WPF SEON- 18274 OUR .FAC. 1.25 _ FROM MGK SPACING 24.0" JREF- 1SUDO81_Z52 ( 50624-5U5 / 2361A ( ) - DIG ) IN1�, UNIT PRLPAHLV CHUM LUMPUILH INPUT (LUAUS 6 VIMLNSIVNS) SUBMIIILU BY IHUSS MR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 tgtal load. 4X6= 4X8= SPECIAL LOADS ------(LUMBER DUR.FAC,=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -1.00 to 56 PLF at 2.33 TC from 55 PLF at 2.33 to 55 PLF at 9.29 TC From 55 PLF at 9.29 to 55 PLF at 13.34 TC From 56 PLF at 13.34 to 56 PLF at 15.33 BC From 20 PLF at 0.00 to 20 PLF at 15.33 TC 22 LB Conc. Load at 2.33 TC 105 LB Conc. Load at 5.00, 10.67 TC 49 LB Conc. Load at 6.37, 9.29 TC 119 LB Conc. Load at 7.83 TC 19 LB Conc. Load at 13.34 BC 46 LB Conc. Load at 2.33 BC 80 LB Conc. Load at 5.00, 10.67 BC 101 LB Conc, Load at 6.37, 9.29 BC 90 LB Conc. Load at 7.83 BC 44 LB Conc. Load at 13.34 1� 0 0J 1_ 2-3-15 _I, 4-0-9 _L 2-11-0 J _ 4-0-9 _I_1-11-15 1 15-4-0 Over 2 Supports R=1131 U=254 W=8" 7� ALPINE -� Alpine EngQineered Products, I I�ISU Marley (hive llaines City. FL 33844 _Y_ 0-6-3 9-4-0 R=1083 U-228 W=4" (50624-5U5 / 2361A ( ) DIG) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.091 OTY:1 FL 1 E - Scale =.375" Ft. 'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 IBUIIDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 , ••R *.ti T C L L 2 O O P S F R E F R 0 8 1 6577 0.0 ofRIO DR.. SUITE 200, MADISON. NI 53719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.N.a�`Cj PR*"** G N�sL► . DATE (� 0 2 / D 1 / U 6 MADISON, 111 53719) FOR SAFETY PRACTICES PRIOR TO PERFDRMING IMES[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED J l' TC D L 7.0 P S F RIGID CEILING. VRER NO•LL s BC DL 10.0 PSF DR W HCUSR081 06032ABI *1 MPORTANT""FuRNlvl A COPY Of 7„1S DESIGN 10 ,IIf INS1411AFION CONIRAfTOR. AIPINF ENGINEERED * i `k • 1-I C- E N G R K/ W P F PNODUCIS, INC. SHAI,. NOl BF RFSPUNSINIE ION ANY DFYIAFIDN FR.. THIS DESIGN; ANY IAIIUPf ID BU11.0 IUE IR U SS TIT CII Nf ORMAHCE NI'H IP 1: OR IABR IC A,ING. IIANDIING. SHIPPING. INSTALIING A BRAI,ING Of TRUSSES. DESIGN CONFORMS WITH APPLICABIF PROVISIONS Of NRS i �t� '� ' STATE F {� B C L L - 0.0 --- P S F ------ -----i-- (NAIIORAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE C ONNFC 70P. PI.A1E5 ARE MADE Of 20/ID/I6 riA (H.,1/5/Y) ASIH A653 6P ADf 40/60 (N. N/H, S) GAL Y. 51[El. APPLY �/L• • �[%,•• FLp� TOT LD 37 PLATES IO EAC It FACE Of IRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DISIGN, POSI11011 PER DHAHINF,5 160A; 7. pp;:4c� •.,• 1 0 PSF SEON 18313 ANY INSPF [if, A Of PI AIFS FOLLOWED IONFD DY (/) SNAIL tl[ PIG ANNEX A3 Of IP I1 70112 SF f.,3. A. S[AL nM THIS DRAWING INU IfAIES AC PIANCF OF PR0 SSI ON AL fp6IN1f RING RESPONS181111Y SOIFIY FOR I"[ •••• i p/ ..•A• S� D lJ {t F A C 1.25 _--_ - TRUSS CoHPONENI DESIGNSHOWN. 7HE SoII ABILITY AND USE Of 11115 COMPONENT 1DR V npE Al vP7f16, __--- FROM K 1. ANY 81111DING IS 111E RLSPON5181131 If Tilt B,IIt.DING DESIGNER PER ANSI/TPI I SFC. 7, Feb SPACING 24.0" --_--.--- JREF- 1SUD081_Z52 INIb UMb VMLYAMLU THUM LUMYUILM INVUI ILUAU�, A VIMIM)IONS) SUNMIIILU NT IRUSS MI-R. ( 'JU0Z4-000 / ZJOIA ( ) - Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. 6X6= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT Ii, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 0--5�1-_11 9-4-0 LL 1_ 7-10-0 , L 7-7-0 I 15-5-0 Over 2 Supports R=642 U=160 W=8" R=580 U=180 (50624-5U5 / 2361A ( ) C1) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.2 18&04 0TY:4 FL 1 E Scale =.375" Ft. --WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. ... "" I T C L L 20.0 P S F Rff ER i0 BCST 1-03 (BUILD INC COMPONENT MT SAf ETY IMf ORMATION), IUBIISNfD BT TII (TRUSS PLATE INSTITUTE. 583 ,�CEIVy�''• ZREF R 0 8 I 6578 D'ONOFR IO OR.. SUITE 200, MAD160M, WI 537/9) AND MTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE lN. ~N MAT) ' YI S3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. r �O. `, T C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 TOP CHORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL 'ANTIS .0 BOTTOM CHORD SHALL MAYE A /ROPERLY ATTACHED i R ICID CE 141M6. - — y •k BC DL 10.0 PSF DRW HCUSR081 06032ABO "'IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTAI.I.AIION CONTRACTOR. ALPINE ENGINEERED 7� i / FIT , IS. INC. SHALL NOl BE RFSPOMSIBLF FOR ANI DEYIAiINN FROM THIS OFSIf.N; ANY TAIIURE IU BUILD I'M �•• C'�'/L OF • (1� Bl. LL O.O PSF HC - ENG RK /WPF nPI (PUSS IN CNNf ORMANCF YIIN IP1: OR FABRICATING, HANOLING. SNIPPING, INSTALLING A BRACING DF 1RUSSES. • Y7 I1 DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SPEC, OF Af APA) AND TPl. ALPINE .,Q• t.-V — --"-- ---- ---------�'-- CONNECIOR PLATES ARE MADE OF 2O/IS/ I6GA IN.H/S/L) ASTH A653 GRADE 00/60 (W. R/N.S) GAT.Y. SIEft. APPIY Y/�S••.!c,(O mQP. �v TOT. L 0. 37.0 P S F S E O N 18280 PLAIES TO EACH FACE Of TRUSS AND. UNLESS 0111r Rwl5E tUCAu D ON THIS DFSIGN, POSITION PER URANINGS 160A-E. �(3 .......... i Alpine El'Elnecred Products, III ANY ING INDIO.CATES OF PLAITS FOLANC1.11Of BY (1) SIIONAL NE PER ANNEX A3 OF SII1 2002 SEC.1. A SEAL ON TII15 yj /V �� FROM MGK I O Marley Drive DRAWING INDICATES ACCFPIANCF OF AND .11 .1 L EIIf.INCLRII. RFSPONSIBIlI1Y SOIS 1 FOP 1111 TRUSS COMPONENT NA� OUR . F A C . 1.25 OE SIGN SIIDYN1 TP(E SUIIABILITI AND USE DF 7NIS CDNPUNFMI f0R ANY DIIIL DING IS 111E RE SPOMS1811/{�^/I iH[ Haines Cily, FL 33&44 BUILDING OFSIGNER PER ANSI/1P1 1 SF C. 2. VL Feb 02 '06 F eTificat AY oi# SPACING 24.0" JREF 1SUD081_Z52 ( 50624-5U5 / 2361A ( ) - C2 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 'In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24' OC, BC @ 24' OC. rNi•1M 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. T rl 1-110-3 9-4-0 4X4= 4X4= 2X4(A1) 1-0-o I_ 7-10-0 _1— 4-10-0 _I, 2-9-0 _1 15-5-0 Over 2 Supports R=647 U=180 W=8" R=575 U=180 (50624-5U5 / 2361A ( ) C2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 QTY:1 FL 1 E Scale =.375" Ft. "WARNING** TRUSSES REQUIRE ERTREME CARE 11 FABRICATION. NAPOL IMG. SHIPPING, INSTALLING AND BRACING. P TIC L L 20.0 P S F R E F R 0 8 1 6579 REFER TO RIC St 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 -` G D'OMOfp 10 DR.. SUl Tf TDD, MAD ISOM, NI SJ719) AND MICA (WOOD TRUSS COUNCIL Of ANFN 1[A, 6300 ENTERPRISE LM, ,ADISON, NI 5J719) FOR SAfEIY PRACTICES PRtOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC D L 7.0 0 P S F DATE 0 2 10P CHORD SHALL HAVE PROPERLY ATIACMED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED t * • 1 / O 1 / O 6 RIGID [ELL IN6. i BC DL 10.0 P SF DR W NCUSR081 06032ABY "•IMPORTANT**F OR HIS" A COPY OF THIS DESIGN 10 ll1F INS7AL1A71DN CONTRACTOR. ALPINE ENGINEERED PR.I)CIS, INC. SHALL NUI BE RFSPOMS IBLE F11 ANY DIYIAIION FROM 11111 DE SIGH; ANY FAllllkl 10 GO II1 111E c /L F •I# /` ALPINE TRUSS IN COMfOkMANCF W1111 IP1: OR FABRICATION. "ANDIING. 'H.Pp1NG. IXS1AllIMf. R B0.ACING Of IRIISSFS �Q •:• $TAT B C L L 0.0 P S F H C E N G R K/ W P F w — — ---- -- -- ------ - ---" DESIGN CONFORMS 411M APPLICABLE PROVISIONS OF XUS INAIItlNnL DESIGN SPEC, BY AF SPA) AND IP I. AIP THE • w Ctl.NEE IDR PL nIfS ARE NnUF OF 2n/18/IRGA (N,ll/S/r) AS1N AGSJ GRADE 9O/4tl (W, R/II, S) GAI V. 51E E1. AP PIT pit�;.`OR\��4A TOT.LD. 37.0 PSF SEQN 18298 PL ALES IO 'ACM FACE Of TN"S' AMU. UNLESS DIHf RNI SF . .ATED ON THIS DESIGN. POSITION PER DRAWINGS I60AYE. •••w**••• ANY INSPEC710X Hf 'I- it$ LAIfS FOtt OWED BY (1) SIIAL I. P[ PER ANNEX AJ OF TP II �IODI SF C..J. A SFAI (IN THIS Alpine ElineereLl Products, In p'AMING INUICAIES ACCFP1ANCf OF PROFESSIONAL ENGIM([RING pfSPOM5181111Y SOLf.IY FOR IIIE IPIISS COMPONENT NA�-� DUR . FAC . 1 .25 FROM MGK 1 0Marley Drive DESIGN SIIUNN. INE SUI TAB IIITT AND USE OF THIS COMPONEIII tOR ANY AUILDING IS 111E RE SPUNSIA It F IIIC Ha""' City, FI. 33844 BUILDING DESIGNER PEP AMSI/1P1 1 SEC. 1. 33 1eb 02 '06 SPACING 24.0" JREF- 1SUDO81_Z52 EL Certificate u ti 7 ( 5Uoz4-DUB / LJ01A j - E.J Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24- OC, BC @ 24- OC. Deflection meets L/240 live and L/180 total load. 5X5= 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 2-10-3 +9-4-0 LL-L 0 I_ 7-10-0 _I, 2-10-0 J _ 4-9-0 J de 15-5-0 Over 2 Supports R=647 U=180 W=8N R=575 U=180 (50624-5U5 / 2361A ( ) C3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 OTY:1 FL 1 E - Scale =.375" Ft. A L P I N E -- — Alpine En Ieerecl Products, 1rI ��MaFley Uri Ve 1lainea city, FI. 33844 FLCertificateA.thf' i N "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. 0. ER T1 SCSI 1 03 EBUIL DING C,DMPONC MT SAFE IT INFORMAIIDNT. PURL ISNID BT TPI ITPUSS PL ATf INSTITUTE. 113 D'OIf IT DR., SUITE 2D9. MADISON, NI 537191 AMD NTCA SNOOD TRUSS COUNCIL OF AMERICA. 6300 INTFRPRISE IIF MAD ISOM, MI 131111 FDR SAFETY PRACIICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IMD ICAT E O, TOP CHORD SHALL HAVEPR OPERIT ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. — I MPORTA N T —F UPMISH A COPY OF THIS DESIGN ID THE INSTALLATION C.ONTRACIOR. AL PING ENGINEFRFD PROVI)lIS. INC.. SHALE H01 BE RL5P0NSIB1f FOR ANY OLVIAIION FPO. 111.1 DESIGN: ANY FAILIIPE IU BUIID THE TRUSS IN f.O Nl ORMANCE WITH JPI; OP FABRICATING. IUMOI ING, SHIPPING. IXS1AlL 1NG A BRACING UE TRUSSES, N R N T I APP 'A F PROVISIONS 1)f NOS NAIIIINAt DESIGN SPEC. ITT AIAPA AMD IP ALPINE OF SIG CONFORMS 1 1 TIC fll. 1 1 C. 1 1 CONNEI:TOR PLAITS ARE MADE Of iV/Ie/16GA (W,11;SJKI ASIN A653 GRAD( 10/60 (W. R/H,S) GALY. SIEFL. APPLY PI ATFI 10 EACH FACE Of TRUSS AND, UNLESS OIIIEPWISE LOCATED ON 11115 DESIGN, POSIII"N PER DRAWINGS 160A.1. ANY INSPECTION OF PLAITS FOI.I.OWED flY (i) SIIAI I. PE PER AHNE7 A3 Of ,PIT 2007 SE C.3. A SEAL ON 'HIS DRAMING INDICATES ACCFPIANC.f OF PPOTFSSIDWAI TNGINFFPIHG IT IF NS187L71I SOLELY EON TILE IR11SS COMPONENT DESIGN GN SNONN. THE $UIIA914.I TY AMU USE OF THIS COMFORT"] ION ANY BUILDING IS THE Y.E SPONSIBI3,V OF lllF BIIILDINH DESIGNER PER ANSI/1V1 1 SEC. 7. ('I• � • F, •• .0 •••• ~•• ✓f EN• No.2 y 1'— 7N _:= • STATE OF ' •� ' �+ P.((A~ ' '• �O �it •••• �,� NRs, ONAL Feb O f1�6 / T C L L TC D L BC DL B C L L T 0 T . L D . 20.0 7.0 10.0 0.0. 37.0 P S F P S F PSF P S F PSF R E F R 0 8 1 6580 DATE 0 2 0 1 0 6 DRW HCUSR081 06032ABE H C - E N G R K / W_P F SE 0 N - 18302 1 ------ DUI FAC. 1.25 -- ---- — ---- FROM MGK ------- SPACING 2 4.0 " ----------------- J R E F- 1 S U D 0 8 1 _Z 5 2 nua uhu rnLrnttw rnvn L.vrlrulLn FIX— [LVAUD D VInLN31uN ) OUDnII ILU DI InuD.T rlrn. t Z)Uocv-DUD / eJDIA t 1 - ITL 1 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: ,Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 5X5= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24' OC, BC @ 24" OC. 12-8-0 3X811 3X8III 1-0- 0-5-0 0-5-0-0-0 I_ 7-6-0 _I, 7-6-0 �I 15-0-0 Over 2 Supports R=623 U=180 W=3" R=623 U=180 W=3" (50624-5U5 / 2361A ( ) H1) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 0TY:5 FL 1 E Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ti �20.0R E F R 0 8 1 - 6581 REf ER TO B[11 1 03 (BUILDING COM10Mf NT SAFETY INFORMAT1011), 1UH115HE0 B1 TPI (TRUSS 11AII INSTITUTE, 583 �Ery"s� T C L L P S F D'ONOFRIO DR., SUITE 200, MADISON, MI 53119J Al. N7CA (YGDD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE (� MADISON. NI 53719) FOR SAf ITT PRACTICE5 PR ION TO PERFORMING '"ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C p L 7.0 P S F DATE D 2 / D 1 / D 6 lop CHORD SHALL HAVE PROPERLY A17ACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED NO• R2 RIGID CEILING. • •N 1 * BC DL 10.0 PSF DR W HCUSR081 06032AB1 **IMPORTANT*AFum SM A COPY OF THIS DESIGN 10 INF IIISFAII.A7ION CONTRACTOR. ALPINE ENGINEERFD 7O i — PRODUCTS, IN[. SHALL N91 BE RF 110015111E IOR ANT OF 11111 H TROM 1n11 Of SIGN; AMY FAILURE l0 BU I :IDS", TIIE ALPINELneeredfto ,RD11 IN COHFORNAMCF Wlnl ,11: DR fABRICAIIMG, IIANIL ING• $NIPPING. INS TALI ING B BRACINf. GF 7RII15f5. ,,. $TAT Q B C L L 0.0 P S F H C E N G R K/ W P F DESIGN CONFORMS W11H APPIICABI.E PROVISIONS Or NOS INAIIDNAL DESIGN SPEC, BY ATAPA) AND IPI. ALPINE ,Q '�tN _ --- --� "'—"-- -- PAPPL LATE ST ID EACH 1ACRE or 'HU,S AND DE Or I Ia/ UN IF SSWOTIIf P HI 1 E 5l OCAIFD 51 ONA THISODISIGN• PDSITIOHAPER DRAWINGS 160Ar Z. 0�•*. � p ��O•" , *`v T 0 1 . L D . 37.0 P S F S E 0 N - 18294 ANY INSPECTION Of PI AIFS FOLLOWED BY IIJ MALL Nl PFR ANNEX A.i Of TPI,-?OD2 SEC.3. A SEAL OM illli 17 Alpine E11 DRAWING INDICATES ACCFPIANEF OF PROFESSIONAL EHGItlEEO1HG RESPDNSIBII ITT SOLELY FOR TIIE TRUSS CONPONFNT S70NAL DUR .1 1.25 FROM MGK I 0 Marley Drive DFSIGM SHOWN. FIFE SUITABILITY AND US[ OF THIS COMPDNEMI FOR ANY BUILDING IS THE RESPONSIBI f 1N[ —------- --- HaineNCi(y,FL 33R44 BUILDING DESIGNER PER ANSI/TPI 1 SEE. ?. 35 Feb 02 06 SPACING 24.0" JREF- 1SUDO81_Z52 FL • I e AUdj •za' p 7 t DVO44-DUO / 4JOIA t ) - nc Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 4-0-3 6X6= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OCT BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 2X4III 1-a-o -j 0-1-1-1-112� 1_ 6-10-0 _I, 7-3-12 _I 3-9-5 +9-4-0 Me 14-1-12 Over 2 Supports R=631 U=180 R=596 U=180 W=3.5" (50624-51.15 / 2361A ( ) 112) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 0TY:3 FL i E - Scale =.375" Ft. "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, NANDI. IMG, SHIPPING. INSTALLING AND SPACING. rA...rry� / T C L L 2 0.0 P S F R E F R 0 8 1 6582 REFER t0 SCSI 1-03 (BUILDING COMPONENT SAFE ET INFORMAIION). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, SBl �Prs/� pti* IT 0""RIO DR., SUI IE 200, MADISON, YI 63119) AND x11A (MOOD 1R055 COUNCIL OF AMERICA, 6300 ENTERPRISE LM, � ��V�N�TP MADISDN, YI S3719) FOR SAFIIT PR AC7ICES PRIOR 10 P[RFORNINS THESE FUNCTIONS. UNLESS OTHERWISE INDICAILD. TC D L 7.0 PSF DATE 0 2 / 0 1 / 0 6 TOP INDIO SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BO110M CNONO SHALL HAVE A PROPERLY ATTACHED ITI..0 CEILING. No. _ * BC DL 10.0 PSF DRW HcusR081 06032ABD **IMPORTANT*"F URNisx A COPY OF THIS DESIGN f0 TILE INSTAI.I nt10N C,DNTR Af,IOR. AI.PIME fMO1MFFRCD * _ PRO INC. INC. SIInLI. Nor DF PESPOMSIBLE FOR ANY 1111AIIIIN FMDM 1.1.1 DESIGN: ANY FAILURE IO 1101D IiIF BC LL 0.0 PSF HC-E_N_ G R_KWPF_ ALP 1 N E IRUSS IN CONFORMANCE III11 IPI: OR FABRICATING, HANDIING, SHIPPING. INSTALLING A BRACING OF TRUSSES. A :: STATE OF t� _ _ / DCSI GM CONFORMS WITH APPLICASIE PROVISIONS OF NITS INAIIONAL DESIGN SPEC. BY AFAPA) AND IPI. ALPINCONNE P� P ` r PI All "C1 EAC 14 FA[EE OF HAVE USS ANO'B/UNI E5SM01 IFRMI SF SLOCATED OMADTHIS DUF SIGN, POSI710NAPtR UP nNINGS IGDnYZ. �,[A r,-.L0,1,�•' ,v TUT LD 37.0 PSF SEQN 1f3296 ti.rr...r.r ANY INSPFCIIF1 OF PLAIES TOO ONFO 81 (1) SNAIL HE PER ANNEX A3 III IP11 20OZ SEC.:3. A Sf AI ON THIS Q c Alpine Et&eer'Fd Products, In 9"AM146INDICATES ACCIPIAMCE Of PROT(SSIONAL ENGIHFFPIMG NESPONSIDII ITV SOLELY FOP. lilt IRIISS IUMPOMENT �+r,o�� {rDUR . FAC . 1.25 FROM MGK I A1BrIcyDrive DFSIfiW SHGUN. 111E SUIIARII.try AHD USE OF IHIS COMPONENT FOR ANY 091LDING IS rllE R151'OMSIs Df )HE ------ ---------------------- Haines Cily,FL 33844 BUIIDING OESIGNCR PER ANSI/IPI ISIC. 2. 36 Feb 0 SPACING 24.ON JREF- 1SUDO81_Z52 F i" t of i N 1"13 UMb YHtHAHtU THEM LUMHUITH INPUT IIIIAD% A IIIMEN%11)11ll CIIRMITTFII RY TRIICC MFR ( bVbe4-bUb IT Z3b1A ( ) - H16t Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Refer to drawing GE-003 or HC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 2X4 (Al) 1�•e-0y- 5 - 0 0-5-0 0 1_ 7-6-0 _1 7-6-0 i Le 15-0-0 Over Continuous Support R=88 PLF U=17 PLF W=14-2-0 Note: All Plates Are 2X4 Except As Shown. (50624-5U5 / 2361A ( ) H1GE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 Q_ •"WARNING•• TRUSSES PEOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • / REFER TO SCSI 1-03 (aUIIDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 yy�'1.. ENS, •• D'ONOFRIO DR.. SUITE 200, MAO ISBN, NI 531191 AND WTCA IM000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE In. ` G N� MADISON. NI 53719) FOR SAFETY PRACTICES PRIG, TO PERFORMING THESE FUNC TIO"S. UNLESS OTHERWISE INDICATED, �P TOP CHORD SMAII HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIACITED S~ RIGID CEILING. F NQ• 2 t •1NPORTANT•RURMI SM A COPY OF THIS DESIGN IO IMF INSTAILATION CONTRACTOR. ALPINE FMf•j R[f RFO * E ALPINE • PR( OD" S. 1n1. SHALL "UI B[ RESPONSIBLE FOR ANY DEVIATIOW FROM THIS DFSIGN: ANY FAILURE TO BUILD THE �� IN SS IN f.OMf oPMAHC4 M1TH 1P1: UP fAOR)C Ai LNG. HAND I. ING. SHIPPING, INSTALLING 6 BRACING OE IRISSES. �• i CK�, DESIGN COWT ORIIS WITH APPLICABLE PROVISIONS OF HDS INAIIONAL DESIGN SPEC. BY AFAPA) ART) IP1. ALPINE ��••• �� • :aw``' 7", � CONNECTOR PLATES ARE MADE OF 2U/1"/16GA (W,N/S/K) ASIM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL.. APPLY PI.AIFS 10 FAI:H FACE OF TRUSS AND. 11NI.ESS OIHERMISF IOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16 Pp 1. /f • •• O 11, • ��\ ANT IT 1, 10N Of PI.A1fS FOLLOWED BY (1) SHAII. Of PER ANNEX A3 OF IPII-2002 SEC.), A SEAT ON THIS (p1 •• Alpine En ineered Products, In BNAW TMG INDICATES ACCI FIANCE Of PROFT5510NAL ENGINEERING RF SrON51911 ITT SOLELY EDP. 111[ 1RVS5 CINIPONENI FsR7�•� I 0 Marley Drive, DFSIGN SNUNM. TIIC SUITABILITY ATILT USE TO II1]S COMPONENT FOP ANY BUILDING. IS IHE "ESPDNSIDIL3 7E "If namesCily,FL 33844 8111LOING DESIGNER PEN ANSI/IPI I SEC. 2. Feb D e ' f ulh r' e 12-8-0 FL 1 E - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6583 TC DL 7.0 PSF DATE 02/01/06 BC DL 10.0 PSF DRW HCIJSR081 06032ABT BC LL — 0.0 PSF _HC-ENG RK/WPF TOT.LD. 37.0 PSF SEQN=_18300 DUR,FAC._ 1.25 FROM MGK SPACING 24.0" JREF- 1SUD081_Z52 (50624-5U5 / 2361A ( ) - HJ7 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24' OC. Deflection meets L/240 live and L/180 total load. 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non concurrent live load. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 2 ) 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(O.162"0.511), toe nailed at Bot chord. +12 10-3 R=236 11-180 3 9-14 R=350 U=180 9-4 0 2X4 (Al) Lv-1-4-4 �1-11r 9-10-13 1 9-10-13 Over 3 Supports R=328 U=180 W=11.313" Design Crit: TPI-2002(STD)/FB�361A ( ) HJ7) PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.112 0TY:5 FL 1 E Scale=.5"/Ft. •'WARNING' ' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, PANOIING. SHIPPING. INSTALLING AND BRACING. ,w, TC L L 20.0 0 P S F REF F R 0 8 1 - 6584 DF OMOERIOTER To BDR!.ISUIIE 03 [BUILDING 53739)YANDF MICA WOOD TRUSSSHED BY COUNCIL TPI (TRUSS Of AMERICA PLATEINSTITUTE. ENIFAPRIS"S1011. ,.• 'CE 111� 'r — NADISON, NI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO. �' �� • Sy T C D L 7 . 0 P S F DATE 0 2 0 2 06 TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED i No. RIGID CEILING. �c 1 BC DL 10.0 PSF DRW HCUSR081 06033035 IMPORTANT"rHRHIS" A f.OPY Or THIS Dr SIGN TO THE INSIALIATION CONTPAfIDP., ALPINE FNGINFFRFD []r----------- - (— ALPINE l PanOVCIS. Inc. SIIFII MOT NF RESYIIHSIXLE TOP. ANY VkYlAllnd fPYOI 11115 Of111;H: ANY fAIIIIRr lO DUI111 lIM Sl F BC LL 0.0 PSF HC -ENG GDL/AP 1P LISS IN C011FOXMANI:k "Illl ITT; V IARRICAIIHG. IIATIVIING, SHIPPING, INSTAIt IHG A DPAC LNG Ur IRIISSti • i7 IYr SIG" lUMf 1lYlli BAIT !.PPI II:AOII PRIIVISIDHS Hf NHS (NAIIUHAI. DESIGN SPEC, BY AIAPA) � • --------- AID TP1. ALI'IHE .,• /. �— CIYR NI (IRR 1'T. AIFS ARE /IA11[ 111 Ptl/I"/M11 IM.II!5!1) A51" A1.!'r1 GR All AO/fill (H, 1111,5) 11,61Y. 1115IIT1. APPI.'f I pw /•//� :' � � TOT. L.U. 31 0 PSF SE QN 33625 V "'ALES IO FAf 11 IAfr III Ikll$S A1111, IIHI ESS II IIII NItI Sf ID(A IIR MN INIS OF SIGH, PUSIIIOM 1'{a OP AIIl Hf,S IfipA 7 /(�•.L• �f 11 •,• r�� —.__. __ _-.. _._.___._ Alpine En ineerecI Products, In `AMY IIIS 1'EY,IIRX tlF PLAYS TOIL II.)IR PII (1) iIl D.11 PE PIP ANf1FE AT H IIII SI1 .1. A SEAT RM IfIIS a'/ DUR FAC 1 25 p OR AYINti Iplil(A i(S AI: SII IAN:r 1f YPD111SIRIIAI IIIf.I MIIVIII,. R15PUNSIB 111 Y SIII IIY IRV IIIf IP1 S L'PIIPRNI iII 1u I nA'ia�ICy'I,Ttivll OCSIf.N SIIOW". lilt SUIIAItII.I'TT AND LIST 01 IIIIS COMPOUtIII IIIN ANT BUI1111MG 15 THE RISYONSIF118 I IMf Feb DO'i�',' ) FROM JEII , Haines City, FL. 33R44 Buiuu"G Vr SIGNER PEP ANSI!IPI 1 5fc. 2. Si AC 1 NG 24 . U" JR E:F - 1.3UU081_Z52 £.1. C� llicale of Aulburi Ei » # 567 _ ( DUbZ4-DU9 / 4db1A ( ) 1100 J Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Hipjack supports 3-11-11 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=124 U=180 R=101 U=180 -1-9j 1 5-7-8 � —5-7-8 Over 3 Supports R=179 U=180 W=9" 120 mph wind, 15.00 ft mean hgt, ASCE 7-C2, CLOSED bldg, Located anywhere in roof, CAT Ii, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non-ccncurrent live load. Deflection meets L/240 live and L/180 total load. 11 10-3 2-10-0 +9 4-0 (50624-5U5 / 2361A ( ) HJ6) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7 . 2 0 . 0 9 0TY:2 FL 1 E - Scale =.375" Ft. r*WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION• HANDLING, SNIPPING. INSTALLING AND BRACING. r......... R E F R O 8 1 6585 REf FR TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. SB3EF•.�y T C L L Z O.O P S F D �OMOFRI0 DR.. SUITE 700, MADISDN. NI 537191 AND W1CA (WODD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADISDN, WE S3719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, d TC D L 7.0 0 P S F DATE 0 2 / 0 1 / 0 6 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED i No• 22 _ RIGID CEILING, Jf *: k a BC DL 10.0 PSF DRW HCUSR081 06032AB4 ^A IMPORTANT•AFUR"1511 A COPY OF THIS Df SIGN iq lllC INSTALLATION CONTRACTOR. AIPINE F"GINFERED � � -- ALPINE PRODUCIS, INC. SHALL NDI BE RESPONSIBLE FOR ANY DEYIAIIOH FRO" 11111 DESIGM: ANY 'A" URF 111 BUILD THE • $TAl 7�� B C L L 0. 0 P S F H C- E N G R Y W P F Ir � {A q Al Nf, 11n N 11 I'P NG NSIA IMf. OR nf. M Ilf IR S S. _ 1RIISS IN CUXl ORHA MCF .1 "1 I I. UP B IC I NULL G. 5 1 I I ll A I G V SE. � � nPP n I PROVISIONS 0! N11 MAIIDN n1. DESIGN SPEC. BY of RPA AND TP 1. AI PILAF. DES,GX CUXFOATE M,1N EIO H.E D 5 1 1 p'•e,�,�'( �R pP��``' TOT. LU. 37.0 PSF SEON 18308 f.O NNECIUP. PI HIES ARL MADE Or 20/TB/InGA (N,11/5/f) ASIM A657 GRAUf A0/GO (H. L/f1,51 fnt Y. SIf EL. AP PLT AA •• O M • 1'1.A I(S 10 EACH FACE OF 1RIISS AND, UNLf SS DINE RWI SL IOCAlEO ON 11115 DESIGN, POST IIUN PER DRAWINGS 16OA1. �. [T •••.r"rr• 4•A V 3 ANY IHSPFCIIUM .1, PLAITS fOLLOWED BY (1) SHAH HE PER ARMIN A3 14 IP11 21102 SE C. T. A SEAL I)" THIS Alpine El nieered Products, Ill •DRAWING IN0NCA115 ACCfPVANCE of PPOFFSSIOHAL r"GINIERING RESPOHSTBILITY SOLELY FOR 111E (PUSS CgHPONENI OE7(l� OUR . FAC . 1.25 _ FROM JEH _ Wit DESIGN 511DWN. Tllr SIIIIn1111.1T1 Ann IISF OF THIS COMPONENT FUR AHY BUI1.111HG IS n1T PESPOgSIBI!]('y)f lHE FebD2 D6 — Haines City, Ft. 33844 BUILDING DESIGNER PER ANSI/IPl I SIC. z 9 SPACING 2 4. 0" J R E F- 1 S U D 0 8 1 _Z 5 2 F1,CeFlirt I u r' ti n (50624-5115 / 2361A ( ) - EJ7E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC 24" OC, BC G 24" OC. Deflection meets L/240 live and L/180 total load. * PROVIDE (2) 16d COMMON (0.162"X3.5") NAILS, TOE NAILED. 2X4 2X4# LI-1-8-8--li 7-0-0 Over 2 Supports R=109 PLF U=39 PLF W=4-7-8 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4% (50624-5U5 / 2361A ( ) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7. "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED 81 TPI (TRUSS PLATE INSTITUTE. S87 D'ONOFRIO DR., SUITE 200. ItADISON, NI 53719) AND MICA (MOOD TRUSS COUNCIL of AMERICA. 6300 ENTERPRISE IN, MADISON• 41 57719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERR"ISE INDICATED::: TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROP(RLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY Of ]HIS DESIGN TO THE INSTAIL41ION CONTRACTOR, At PINE ENGINEERED ALPINE PRODUI:IS. INC. SHALL RU1 BE RESPONSIBLE FOR ANY DEVIATION IRON IN.S DESIGN: ANY FAILURE I(, RUIID ]HE TRUSS IN CONE ORMAMCE WITH 7P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING N BRACING Of TRUSSES. DESIGN CONFORMS NI111 APPLICABLE PROVISIONS of NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECIUR PLATES ARE MADE OF 20/IB/16GA IN,11/S/V) ASTM All GRADE N0/60 IN. R/H.S) F,ALV. SIEFL. APPLY PLATES Itl [ACTT FACE OF 1111 SS A.D. UNLESS O111 E RMI5I I.00 APED ON IM15 DESIGN. POSI110N PER URAIIINI.S 16OA-7. Alpine Engineered Products, 1)T •ANY INSPECTION OF PIXIES (ULLIINED BY (1) SMALL BE PER ANNEX Al (1( 1P11 ?DDT SEC.). A SEAL 9N 11115 I D Made E>Pr DRAPING INDICATES ALCFPIANCE OF PROFESSIONAL ENGIIIFERING PESPDHSI8111T, SULEtY TOR 711E TPDSS COMPONENT y - D[SIGM SNOHN. THE IF AND USE OF T1115 COMPONENT FOR ANY BUILDING IS THE RESPUNSID IIn O1G INE Baines Chy,f'I.. 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. F-� 3-10-3 R=27 U=180 EJ7E) 22.11 FNII .2 OF 9• ocF�FOli1pA V,O�gIRNIRN."'" Feb 02 '06 +9-4-0 QTY:1 FL 1 E - Scale =.5" Ft. TC LL 20.0 PSF REF R081-- 6586 TC DL 7.0 PSF DATE 02/02/06 * BC DL 10.0 PSF DR W HCUSR0131 06033036 >r BC LL 0.0 PSF HC -ENG GDL/AP TOT.LD. 37.0 PSF SEQN- 21053 DUR FAC. 1.25 FROM MGK SPACING 24.0" JREF 1SUD081_Z52 (50624-5U5 / 2361A ( ) - EJ7F) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L1240 live and L/180 total load. * PROVIDE (2) 16d COMMON (0.162'X3.5") NAILS, TOE NAILED. 2X4 2X4III —1-8-8� 7-0-0 Over 2 Supports R=360 U=180 W=3.5' , n.., vnn -r-, ,n . bvu r In- LLUNUJ 6 U1rIc IVIUND) OUGHT tICU DI IMU nr M. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4III R=169 U=180 3-10-3 9-4-0 (50624-5U5 / 2361A ( ) EJ7F) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.112 0TY:1 FL - 1 E - Scale =.5" Ft. *'WARMING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �� T C L L. 20.0 P S F REFER 10 BCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 i/� C I�R E F R 0 8 1 6587 N1 D'ONGFRIO DR.. SUITE 200. MADISON, NI $3719) AND MTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.N. HAD ISO', WI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 'P TC D L. 7.0 0 P S F DATE 0 2 lOP [HOBO SMALL HAYf PROPEIT T A7TACMED SIRUCTURAI PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED O Z / O 6 RIGID CEILING. AIo.22 `1. -. * ; * BC DL 10.0 PSF DRW IICUSR081 06033037 —IMPORTANT—FURNISH A COPY OF THIS DESIGN 10 IMF INSTALLATION CONIRACIOR. AIPINE FNGINEEREO F ALPINE PRODUCTS, INC. SIULL NOI BE RESPONSIBLE FOR M1MY DEYIAlI1IM FRDH THIS DESIGN; ANY FAILURE 10 BUILD IN[ B C L L. 0.0 P S F FIC E N G G D L / A P 7RUSS IM CONFORMANCE YIIN IP I: OR {ABR If. A11NG. NANDL INC., SNIPPING, INSTALLING R BRACING OF TRUSSES. A STP( 1'0 MF RM ..III AP A R Y H A • ----- DESIGND S I I.IC BLE P D ISIO S OF NOS IM MORAL Df SIGN SPf f. fl7 Af RPA) nMD 1P1. AIP IME �S • P • i(F---"--'-------- CDMNfC10P O(AIfS ARE HAD( OF 20/18/16GA (W.H/S/K) AStN A653 GRADY 00/60 IN, K/".S) GALY. SItFL. APPLY A ••• R� T O T L D. 37.0 P S F S E Q N 21057 PLATES 10 EACH FACE OF IRUSS AND. UNLESS n1OFRWISf LOCAIED ON THIS DESIGN. POSIIIOR PER DRAWIRIIS 160A2. V/'C�•� �ti lJ •••�� S ....• Alpine Engineered Products, In ANY INSPrCT10N Of PIAII$ 10Ll OWED BY (I) ONAL 0E PER ANNEX A7 OF TP,1 2002 SEC. I. A SEAL ON IRIS (�� 1930MarleyDrive DRAWING INDII.AlES SUIIABJI Of AND 1 FS CO"PRINI: RFOROMS1011IID SOI.FLY FOR 111T TRUSS CONROMfHT + O1IVN. DUR . FAC. 1 .25 FROM MGK DESIGN G DESIGNER THE 5D1IA011.ITI ANC USF OF TIIIS COMP ONk NI FOR ANY BUILDING IS 1Hf RE SDON51011 Il 111E HainesCily,Fl. 33844 BUILDING DESIGNER PER AN51nPl , SEG. Z. 4� Feb OZ SPACING 24. ON JREF 1SUD081_Z52 F if t n n ... ,. n.. ,,. �, ,,,..0 �n�,. �v�n ..�.. �. •,,, �, L� n".. a u.i��n�. v, �� ............. ... .A....., .nD t DUDe4-DUD / eJOIA t f - 6JDD Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Provide ( 2) 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. P", 2X4III LC_1-8-8__>j �_5-0-0 Over 3 Supports R=315 11=180 W=3.5" T + 11-10-4 R=54 U=180 2-10-3 R=38 U=180 +9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 to -Al load. (50624-5U5 / 2361A ( ) CJ5B) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 QTY:1 FL 1 E - Scale =,375" Ft. -'WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. T C L L Z O.O P S F R E F R 0 8 1-- 6588 EFER TO BL' RSI 103 (BUIt DING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, SB] N•••••• 1 0 OFRID OR., SUITE 200. WADI SON, NI 53719) AND MICA (WOOD TRUSS COUNCIL Of AMERI[A, 6300 ENTERPRISE IN. .✓��CENS� N�I MAD ISON, VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. S TC D L 7.0 PSF DATE 0 2 / 0 1 / 0 6 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A77ACHED i _ RIGID CEILING. i Na2Z6 s * BC DL 10.0 PSF pRW HcusRosl 06032AB11 "1NPORTANT•AF URNISN A COPY OF 7H15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [NGI MEERFD ALPINE PRODUCTS. INC. SHALT XOl BE RESPONSIBLE FOR ANY DEVIATION FRUN THIS DESIGN; ANY FAILURE TO BUILD 111E STA F B C L L 0. 0 P S F N C E N G R K/ W P F E7 IR US IN IM CONE ORMAxr.E ."IT iPl: OR FABR ICA7ING, NANDI INf, SIII PPING, IHSIAtllllfi N BRAf,ING OF TRUSSES. ,(1. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS INATI OVAL DESIGN SPEC. RY AFAPA) AND 1P1. ALPIIIE----- CONNEC70R PLATES ARE HADF OF 20/IB/16C,A IW.H/S/K) ASIR A653 GRACE 40/60 IN. K/H.S) GAIV. SIEE1. APPLY Orr /C�p ` P.'��(/ TOT . L U . 37.0 P S F S E Q N - 18305 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERNISF LOCATED ON THIS DESIGN, POSITION PTO DRAWINGS 16DA-2. r; Alpine 1 n ineered Products, In ANY INSPEC710N 01 PLATES FOLLOWED RY 11) SHALL NE PER ANNEX AT OF /P11 2002 Sf [.3. A SEAL nx II11S p 1i p , )c ee d Pr ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEFNING RESPONSIBIIIIY SOLELY FOP, 111E TRUSS CONPONFNI F1IO�fAD U R . F AC . 1.25 FROM MG K DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS CONPONENI FOR ANY BUILDING IS 111E RE SPONSIB II /� 2M THE .■I'A -- ------.._ _ ---- Haines City, FL 33844 BUILDING DESIGNER PER ANSI/IPI I SEC. 2. 4 F e b 0 SPACING 24 . 0" J R E F- 1 S U D 0 8 1 Z 5 2 FL ertifi e fAuthorization — ( 50624-5U5 / 2361A ( ) - CJ3B ) IMIZI UMb rNLVANtU )NUM LUMVUItH INVUI (LUAUS a UIMLNSIUNS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" DC, BC @ 24" OC. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 11 6(- 2X4 (Al) 2zaol LIC-1-8-8->j 3-0-0 Over 3 Supports C ALPINE Alpine Enggineered Products, 1 1, 0 Marley Drive mines Cily. FL 33844 10 10 4 R=-50 U=180 T+ 1-10-3 R=-64 U=180 +9-4-0 R=340 U=180 W=3.5" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. (50624-5U5 / 2361A ( ) CJ3B) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.0918 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI ING, SNIPPING. INSTALLING AND BRACING. REFER TO BCSI 1'03 (BUILDIN6 COMPOMEMI SAFETY INFORMATION I. PUBLISHED BY TPI (TRUSS PLATE INSII TUTE. 583 D'ONOFA IO DR .. SUITE 200. MADISON. NI 53119) AND MTCA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, AD 1111 N1 11111) 111 SAFETY 11ACTIC11 PRIOR TO PERF DRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. I OF C .j.SHALL HAVE PROF ENE, ROFENE, AT TACNED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH(D RIGID CEILING. ' A IM PORTANTAAFUR WISH A COPY OF TIIIS DESIGN TD THE INSTALIATION CONTRACTOR. ALPINE ENGINEERED * ? PR ODUCIS. INC. SHALL "Of BE RESPONSIBLE FOR ANY DEVIATION FROM ]HIS DESIGN; ANY IAIIURF l0 BUILD I11E TRUSS IN CONFORMANCE WITH 1P1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF IRUSSf S. DESIGN CONFORMS W17H APPLICABLE PRDYISIONS Of NOS INAIIBMAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE CONNCCIUR PLATES ARE MADE Of 20/18/I6GA (W.H/S/R) ASTH A6S3 GRADE 4D/60 IB. N/II.S) GALY. 51EFL. AP1IT 9p�¢ PL Alf 10 EACH FACE OF TRUSS AND. UNLESS DTHFRHISF. LOCATED ON THIS DESIGN, POSIIIUN PER DMAWINGS 16UA-2. nNT 1N5Pf CTIQN OF PLATES fOlLO"EO Br 11) SHAIL Df PER ANNEI A3 OF T111-20U2 SEC. 3. A SEAL ON II115 f DRANIMG INDICATES A[C(P IAMCE OF PP 'IS" EMGt Mf FR ING R[5POM51.. 1IT SOLELY FOR 111E IR USS COHPONENT DESIGN SHn"H. 111E SUIIABILIIY AND LISE OF 1N15 FO"PDN1H1 FOR ANY BUILDING IS THE RFSPDMSIBIIA /�If TIIE BUII DING DESIGNER PER ANSI/TPI 1 SEC. 2. 4 f e b No. IN STATE OF, FL 1 E - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6589 TC DL 7.0 PSF DATE 02/01/06 BC DL 10.0 PSF DRW HCUSR081 06032ABW BC LL 0.0 PSF HC-ENG RK/WPF TOT.LD. 37.0 PSF SEON- 18275 DUR_FAC. 1.25 FROM MG SPACING 24.0" JREF- 1SUD081_Z52 j Dvoeq-Duo / CJOlA t ] - rai Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 6 F_ 4X4= 4X4= —j6 2X4 (D1) = 2X4 (D1) 8 0 0 1_1-10-8 I, 4-3-0 _1_1-10-8_I -8-0-0 Over 2 Supports BIN R=302 U=180 W=3.5" R=302 U=180 W=3.5" ALPINE Alpine El ineered Products,I 1 U Marley Drive Haines City. FL 33844 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. (50624-5U5 / 2361A ( ) PB1) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7.20.OS AWARNI116AA TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 0.0NOFRIO DR.. SU17E 200. MADISON. NI 53719) AN3 WICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAGISON. N1 537)9) FOR SAFETY PRACTICES PRIOR 79 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD S11ALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS AND Ba". C00R0 SHALL HAYS A PROPERLY ATTACHED RIGID CE IL IM6. "IMPORTANT —FURNISH A CDPY Of 11115 DESIGN TO THE INSIAILA7104 CONTRACTOR. ALPINE ENGINff RTO PRDDUCIS. INC. $IIAII. 101 BE RESPOMSIBLf FOR ANY OEYIAIION FROM IH11 Uf11GN; ANY FAILURE 70 BUILD 111E ,RUS5 IN CDNF GN,IANC,( WITH IPI: OR FADRICA7ING, HANDLING. SHIPPING, INSTALLING 6 RR ACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRDPISIONS OF 005 (NATIONAL DESIGN SPEC. NY AFAPA) AND TPI. ALPINE CONNECTOM. PLATES APE MADE Of 20/IB/16GA IW.H/S/K) ASIH A6S3 GRADE NO/6U IW, K/11,S) GALY. Sl[Fl. APPLY P L HIES 10 EACH FACE OF TRUSS AND. UNLESS 0111[RNISE LOCATED ON 1111S DES I GIF POSITION PER DRAWINGS 160A 1. ANY INSPECTION OF PLAITS FOILOWCD BY (1) SHALL BE PER ANNEX A3 OF IP11 2002 SEC.3. A SEAT, ON 11115 DRAWING INOITA IES ACCEPTANCE OF PROFESSIONAL [NGINEFR ING RESPUWSI81117Y SOLELY FOR 111E IRIISS COMPONENT U[51fiN SIIONN. THE SU II ARILIIY AND USE Of 11115 COHP ILNFNI FOR ANY BUILDING 15'HE Af5PON51B1/� ^DF ILL[ BUILDING DFSIGNFK PER ANSI/7P1 1 SIC. 2. K}K} 18 QTY:2 FL 1 E - Scale =.375" Ft. or �PA?CEsE TC LL 20.0 PSF REF R081 6590 TC DL 7.0 PSF DATE 02/01/06 N0.2 BC DL 10.0 PSF DRW HCUSR081 06032ABH NCC-ENG RK/WPF STATE OF BC LL 0_0 PSF p •.AORIpP;:;a� TOT.LD. 37.0 PSF SEON- 18285 DUR_FAC. 1.25 FROM MGK SPACING 24.0" JREF- 1SUD081 Z52 Feb HJ3A ( 50624-5U5 / 2361A ( Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. 'IHipjack supports 1-11-1 setback jacks with 0-0-13 cantilever one face; 0-0-13 cantilever opposite face. 5.33 f— T +10-6-2 R=22 U=180 1 I6-9 R=46 U=180 +9-4-0 2X4(Al ) L- 0 0-1-3 2-8-10 Over 3 Su arts R=98 U-180 W=9" ALPINE Alpine Elgineered Products, I Haines 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (50624-5U5 / 2361A ( ) - HJ3A) Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.091 0TY:1 FL 1 E - Scale =.375" Ft. **WARNING** TRUSSES REOU)RE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1_03 (BUT LOINS COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 O'DNOFRIO DR., SUITE 200. MADISON. MI 53719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON, NI 577191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R I610 CEILING. **IMPORTANT**FIIRMISN A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PPODUC/S. INC. SIIALL HOT BE RfSPONSIOI.E SHI ANY GFVIAIIOM FROM THIS DESIGN; ANY FAILURE IU BUILD IH( 1RUS5 IS f.ONE OPMANCL WITHTPI: OR FABRICATING. IIANDL ING. SNIPPING. INS TALII"G L BP.ACIMC OF 1RUSSE S. DESIGN CONFORMS WITH APPLICABLE PR OYISIONS 111' NUSINAIIO"AL DESIGN SI'E [, f1Y AF APA) ANO TPI. ALPINE PLAITSCOHN III EAC.HPC LFA"EEDFA7RUSS AND. UNLESS E OF 70/19/)6GA M0111ERWISESLOCATED ONATHIS ODESIGN. POSITION APER GRANT NGS 16O�-2. .AMY IITSPECTION OF PLATES FOLLOWED BY EI) SHALL OF PER ANNEX A3 OF IPII.7UD7 SEC.3. A SEA.. UN THIS 'DRAWING I"DICAIfS ACCEPIANCF DF PRO/f SSI0NAI. FNGI XFER INf. R[SPOMST B ILIIY SOI ELT FOR "" IRII SS COMPONENT OFSIGN SHOWN. THE SOITAfl IL IIY AM" USE OF IRIS COMPONENT FOR ANY BUII.OTNG IS 111E RESPONSIBI OF THE BUILDING DCSIG"CR PERANSI/7P11 SEC. 7. 45 **"� ** �r " �' **r��CEw f No. 2 a :.* STA OF �, �n� Q 0,*• •�`�� n ww P37.0 �{N lSI �.".*A.* ti+ca,C� N pNA` A Feb 0 �fi y ! g T C TC BC B C T 0 T. L L D L DL L L L D. 20.0 7.0 10.0 0.0 3 7. 0 PSF PSF PSF P S F P S F R E F R 0 8 1 - - 6591 DATE 0 2 / 0 1 / 0 6 pRW HCUSR081 06032AB2 H C - E N G R K / W P F '- — - '-- S E 0 N_ 18312 p U R . F A C . 1 2 5 _ FROM 0 M LIE H R O --- SPACING 24.0" — JREF- 1SUDO81_Z52 1, DUDZ4-DUD / ZJb1A ( ) - HJ3 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. IHipjack supports 1-10-4 setback jacks with 0-0-14 cantilever one face; 0-0-14 cantilever opposite face. 0-4-10 5.33 F— R=19 U=180 T +10-6-3 �- 1-6-9 R=44 U=180 9-4-0 2X4 (Al) -1-� 2-7-7 Over 3 Supports R=99 U=180 W=4" 7� ALPINE Alpine En ineered Products, 1 50 Marley Drive Haines City. FL 33W 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0,162"x3.5"), toe nailed at Bot chord. Design Crit: TPI-2002(STD)/FBC361A ( ) HJ3) C RT=1.00 1.25 10 0 09LOO I*WARNING** TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, MANDL IMG. SHIPPING, INSTALLING AND BRACING. � •� ��; REFER 10 IT 1'01 ITT ILDING COMPONENT SAFELY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 •*` D'ONOFRIO OR., SUITE P00, MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON. WI 53719) FOR SAF E IT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERWISE INDICATED. Fop TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 90170M CHORD SHALL HAVE A PROPERLY ATTACHED t NO* Z28 RIGID CEILING. 1 i IMPORTANT* *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n iZ A PR ODUCII, INC. SHALL NOI BE RESPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE ' $TA1T 1RIISS IN CONE ORMAN[E HIT" TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. +lD� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF THIS (NATIONAL DESIGN SPEC, BY AFAPA) AND IP1. AIPIHE //��• w p CONNECTOR PLATES ARE MADE OF P0/I8/)6GA (W.WIS/N) ASIM A653 GRADE 40/60 IN, N/H.S) GALV. STEEL.. APPLY Ril.r,C O IL`1 PLAITS IO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LDCAIFD ON THIS DESIGN, POSI110N PER DRAWINGS 16OA-I. n ANY I"SPECIIUN OF PLAITS FTHIONED BY (1) SHAIL OE PER ANNEX A3 IM 1PI1 ZOO? SEC.3. A SEAL IN THIS S/ii /.P'A1V DRAWING IMDICAIIS ACCEPTANCE OF PROFESSIUMAl ENGINEERING RFSPONSIBII. ITT SOLELY FUR 111E IRIISS IPONEHI rnF DESIGN BUILDIX SHOWN, ,GNER 7111 SUIIARIIITY AND SEC. USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPUNSIBIL 46' THE 2. Feb 02 '06 0TY:1 FL 1 E - Scale =.375" Ft. ik t 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 R081-- 6592 DATE 02/01/06 DRW HCUSR081 06032AB3 HC-ENG RK/WPF SEON- 18306 DU_R.FAC._1.25 _ FROM JEFI SPACING 24.0" JREF- 1SUD081 Z52 (50624-5U5 / 2361A ( ) - ER D) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins to brace TC @ i24' OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. * PROVIDE (2) 16d COMMON (0.162'X3.5') NAILS, TOE NAILED. 2X4 —1-8-8Le —� 7-0-0 Over 2 Supports R=360 U=180 W=3.5' 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4III R=169 U=180 3-10-3 9-4-0 (50624-5U5 / 2361A ( ) EJ7D) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.11 OTY:5 FL 1 E - Scale =.5" Ft. "WA TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. AEFER 10 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 N.w...yR -rC EN RS• Py T C L L 20.0 PSF E F R 0 8 1 - - 6593 D'ONOFI IO DR „ SUITE 200, MAD150N, NI 53719) AND NlCA (..DOG TRUSS COUNC Il OF AME RICA, 6300 ENTf RPRISE IN. V V �` DATE 0 2 0 2 06 NADISOM, MI 53719) FOA SAFE TT PAAC7ICES PRIOR TO PERFORMING 'in SE FUNCTIONS. UNLESS OTHERWISE INDICATED, lop CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANTAAFURNis 11 A COPY Of ]HIS DESIGN TO THE INSIAI.IATION CONTRACTOR. ALPINE ENGINEERED �O, q�. t i2 T C BC D L DL 7.0 10.0 PSF PSF DRW HCUSR081 06033038 H C - E N G G D L / A P _ ALPINE Alpine Engi leered Products, IH I4iO Marley Dn - Haines 3e 1., er if o f u n 6 PRODUCTS. INC. SHAH ROl DE UESPUNSIBLE FOR ANY DEVIATION FROM 11115 DESIGN: AM, FAILURE TO BUILD THE IR1155 IN COHFORHAHf,E 111111 TPI: OA FABRI[A11"G. IIANCIING. SNIPPING. INSTALLING R BPACING D1 TRUSSES. IGN '0 NFOAHS WITH APPLICABI.E PROVISIONS Of NOS (NAT]PNAL DESIGN SPEC. BY AFAPA) AND TPI. ALP"" (UNNECIOR PI.A7ES ARE MADE OF ?D/IB/16fiA (N.II/$/K) ASiM 0653 GRADF 40/50 (H. K/N,S) GALV. STEEL. APPLY PLATES TO EACH FACE Of TRUSS A"D. U LESS OINTRNI SE lOC/LED ON THIS Df SIGM. POSITION PER DRAWINGS 160A T. ANY INSPE f.110N Of PLATES FOLLOWED BY (1) 511AIL BE PER ARNfI Al 01 IPIIIDUI S[C .3. A SE AI. ON 11115 [ORANING INDICATES ACCEPIANCE Of PRIIiFSSIONAL fNGINEERITG RESPUNSIAILIIY SOLELY TOR THE TRUSS CDMPONE"1 DESIGN 511UN11. 111E SUITABIL I7Y AND USE OF THIS COMPON 11T FOR ANY BUILDING 15 111E PE SPONSI81 /I �Oi THE BUILDIM6DESIGMFR PEA ANSI/li; 1 SEC. L 4 �•. �TA-E F S A • i �C 0� ......... ��•�... ^ • �. IS�V� �pp 17 V NA�.�t� Feb 02 06 B C TOT ._—._ L L .-D. _—.__ 0.0 37.0 PSF P S F _ --'`--------- SE ON 21049 _--- ..— DUR . FAC . 1.25 ------ FR OM MGK --- SPACING 24.0" --------------_.. JREF- 1SUD081_Z52 k 0D04v-0w / 43D1A k tJ/ 1 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. R=171 U=180 R=127 U=180 1 o --7-0-0 Over 3 Supports —� R=331 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Dot chord. 12-10-4 3-10-3 9-4-0 D C 't TPI-2050624-5U5 / 2361A ( ) EJ7) Design ri 02 TD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7,20.091 -WA RMfR6"* TRUSSES RE OU IRE EK7RFNF CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. f ER 10 BC 51 107 IMC COMPONENT SAFETY IMf ONATIOM), PUBLISHED BY TPI (TRUSS PLATE ItlS 11TUTE567 (BU2 0ID UIDEONO(RID DR., SiDR0FIUISDN, YI 57719) AND MICA (MOOD TRUSS COUNCIL OF ANERICA, 6300 [NTERPRSELN , MAD150tl, 11I53719) PRACTICES v EIDT PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDL[A1f0 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED � RIGID CEILING. Ni � ""fMPDRTANT"•l IIpM1511 A COPY OF iN15 DESIGN iD 1NF. INSTALLATION CONTRACTOR. AIPINE ENGINEERED y R � ALPINE PNODUCIS. INC. SMALL "Of Of RESPONSIBLE fUfl ANY DEYIATIIIN FROM 7N15 DESIGN; ANY FAILURE TO BUIlO THE �. TRUSS IN CONFORMANCE NIIN IP1: OR /ABfl IEAIiNG• HANDLING. SIIIPPIMG, INSTALL INC A BRACING OF TRUSSES. S. DESIGN CONE ORNS WITH APPLICABLE PROVISIONS Of 005 (NATIONAL DESIGN SPEC, 8Y Al RPA) AND TPI. ALPINE C OXNEC TUN PLATES ARE MADE Of 2V/10/I6 GA IN .11/S/Y,) AST" ACSJ GP AIIF 00/60 IN, K/N.S) GAL Y. STEEL. APPLY ,90 ••• 7 F Alpine E)]Qtnee)�e(i iTr�dUCt�, In o Marley llrive Haines Cily,FL 33844 IT. CeAifirale of AwhnriYxlinn 8 50 PI ATE$ /U 11111 fAf.( Of TRUSS AND. UNLE S$ OT NFRNI SE LOCATFO ON THIS DESIGN, POSIIIDX PIP ORANIMGS 160AZ. 'A"Y INSPECTION Of Pl A/E5 (OILONfD BY 11) SIIAIL BE PFR AMXER Al Of 'PIT 2002 $C f..J. A SEAL UN I1115 DRANINr. INUICAIES AC CFPTANCF Df PR 0(ESSIONAI fNGIM(FP LNG RE $PON$IB II ITT Sol Try !OR IH( TRUSS CUMPDX(Nl OFSIGN $HONK. tll[ $UITA81L IlY ANU USE Of [HISCPNP ONE NT fUR ANY BUILD INfi 15 IN[ RFSP OXSIBI /�8)F 111[ BUILDING DESIGNER PER Ap51/iP) 1 $E[. Z. R} �L'� ••. Rr�ssl Feb 02 FL 1 E - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6594 TC DL 7.0 PSF DATE O2/01/O6 BC DL 10.0 PSF DRW 110SR081 06032ABM BC LL 0.0 PSF 11C-ENG RK/WPF TOT LD. 37.0 PSF SEQN- 18271 DUR,FAC. 1.25 — _FROM MGK SPACING 24.0" JREF- 1SUDO81_Z52 t bVOZ4-tOW) / ZJb1A ( ) - LJ1A ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. PROVIDE ( 2 ) 16d NAILS TOE -NAILED AT TOP CHORD. R=171 U=180 +12-10-4 +9-4-0 1L o-oJ I ME-7-0-0 Over 2 Supports --� R=59 PLF U-26 PLF W=7-0-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 3-10-3 (50624-5U5 / 2361A ( ) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. El"Ot ING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 IBUILOIN. COMPONENT SAFETY INFORMATION). PUB I ISHED BY TPI (IRUSS PLATE INSTITUTE, S83 D'ONOFRIO ON_ SUITE 200, HAD ISON, NI 53719) AND N'CA (MOOD IRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN, MAOISON, MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC710NS. UNIESS GIHERNISE INDICATED. 70► CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A"MPORTANTAAfURNISH A COPY OF IRIS DESIGN 10 IMF INSTALLATION CONTRACTOR, ALPINE ENGINEERED ALPINE PPODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 0 VIAIJON FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE NI IN IP 1; OR IABR ICATING. MAN01'ING. SNIPPING. INSTALIING It BRACING OF IRUSSES. DESIGN CONFORMS NIIM APPLICABLE PROVISIONS OF NOS (MAT 1 OM AL OESIGN SPEC, BY AFAPA) AND 1P1. ALPINE CONNECTOR PLAIES ARE MADE Of ZD/18/16GA (N,H/5/K1 AS7M A653 GRADE 40/60 IN. K/H.S) GALV. SIEEI. APPLY hie AlpAI iue El ineefed Products, ^- ) 0 Marllry lhive IiBUleB City, FL 338, lil - PI AIF5 IU EACH FACE OF TRUSS AND, UNIESS n7NERNISE LOCATED ON THIS DESIGN, POSITION PER UPANINP.S 160AZ. `ANY INSPICIION OF PLAITS 1011ONED BY III 1HAIL BE PER ANNEX AI OF 1P11 2002 STC.3. A SEAT DN THIS I.0 CAIES ACCFPIANCE OF PR OFESSIONAI FKGINEFRING P,FSPON51811.I1Y SDLILY FOP mr TRUSS cOMPONENI s1rx Soo DESIGNHN. 1NI Sol II7 AND USE DI THIS COMPONENT FOR ANY BUILDING 15 INE R(SPONSIBLL /� 91 THE BUIIDING DESIGNER PER ANSI/IPI 1 SEC. 2. F } EJ7A) 1 adliew n uir:l rt 1 t Scale =.375" Ft. � ;,.•10EN ,,� = No.22 . * 0,; S Q D ••. L ALL �� Feb 02 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 R081-- 6595 DATE 02/01/06 DRW HCUSR081 06032ACO HC-ENG RK/WPF SEON- 18282 DUR.FAC. 1.25 FROM MGK SPACING 24.0" JREF- 1SUDO81_Z52 ( 50624-5U5 / 2361A ( ) - EJ7B ) •I•I.a u"u rncrllneV 1—, I,VIIrV 1"1V1 1LVHV� o LlInLM�IIVM�I �,UDr111ILL) UT IHU�Z, MT". Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. PROVIDE ( 2 ) 16d NAILS TOE -NAILED AT TOP CHORD. R=171 U=180 T_ 10 4 + 9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC UL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non-ccncurrent live load. 3-10-3 1-0 0 -7-0-0 Over 3 Supports R=331 U=180 W=8" R=127 U=180 W=4" (50624 5U5 / 2361A ( ) EJ7B) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 **WARNING** IRIISSES Rf ODIRE EXTREME CARE IN FASRICATI"N, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER 10 SCSI 1-03 ISUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (?PUSS PIAI[ INSTITUTE, 593 D'ONOf R10 OR., SUITE ISO. MADI50N, NI 111111 AND "ICA 11010 1ROSS COUNCIL OF AMERICA. 6300 ENTERPRISE L". MAD.SON, xl 57119) FOR SAFETY PTO TILES PRIOR TD PE RFOPMING THESE IIINCIIONS. IINLESS DT"ERNISE INDICAIFD, TOP CHORD SHAL 1. IUYE PROPERLY A11AC"ED STRUCTURAL. PANELS AND BOTTOM CIIORD SRAL1. HAIL A PROPERLY ATIACNED RIGID CEILING. **IMPORTANT**f URNIS" A COPY Of ?)ITS Df SIG" 10 IIIC INSIALIA111)H CONIRAI:IOR, AIPINF F"r.IN(FPFD S VDVC IS, INl'. Sllnll Nnl 8! PE SPOM$IPIf 1'OR ANY 1/E YIAIIFIH IRON 11115 U4 SIGN: AXY I'A 11.lIY.I IIl 11,1111) FOE 1— ALPINE ^l RU$S IM CVNI OPNAHIE NI 111 1P I: VP fntlR lI:AI LNG, 11 AN111 IxG. SHIPVIHG. 11I5IAI LING A XRn(INF; Vf IPVS Sk S. g Df SIGN I:ONF". 11S "1I41 APPI ICARtf PROVISIONS "f NOS I11A110NA1. Df$IG" SPEC. aY AIAPA) AN11 IPI. nt PIPE �\\ rIHHFr1oP PLAIfS APf "A01 OF 7O!t8/16GA IH,11/S(KI ASIH A( 3 IPADI i"/6" (H, K/N.S) I:AIY. 11f 11 APPLY \ VIAIES 10 f^f11 IAI:E VI TRUSS ANn, IINI(S$ U1111 V.MI S! IVC nII.D !rp 1111 OE S7!:N, 11$111HN 1'IR FIR A"INGS 1-A Alpine 1:I1QInee1'eCI Products, 1n •A1Y InSPIr110x rVl PLAITS FnUnH1n nr 11) SHALT n[ P[P A"XI)l A.I ni lull 7VO7 III I A SIAI O1 11111 P I OMAfl6 Drive OR AWINf, Ixl)11:A", ArrT PIANQ: ul PPIIFf SSIDNAI. INr,I XffRlpl: RE SrON$101117Y Snlllf lop I,If TRUSS r"IO'ONENI y _ Uf SIGN $11UNN. 111E 51111 A"ILI1Y AND OSF 11 11115 COMPONI NI InR ANY IIU IL UIXG IS INL P.E SVONSIRIC OUF 1111 IlauleR City, K 33844 OLIILDING DESIGNER PIH A"$I/IPI I SFC. 7. J Feb No. rL 1 L Scale =.375" Ft. TC LL TC DL BC DL BC LL TOT. I.O. 20.0 7.0 10.0 0_0 37.0 PSF PSF PSF PSF PSF REF R081-- 6596 DATE 02/01/06 DRW _ HCUSR081 06032ABF HC-1NG SEON F11,OM JREF- RK/WPF 18292 MGK ..--._..._.---------- 1S1JD081_Z52 DUR.FAC. 1.25 SPACING 24.0" EJ7C IMIJ UNO PRLPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 50624-5U5 / 2361A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. PROVIDE ( 2 ) 16d NAILS TOE -NAILED AT TOP CHORD. R=169 U=180 12-10-4 +9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 3-10-3 1-0-o �7-0-0 Over 3 Supports —� R=325 U=180 W=8" R=141 U=180 W=8" (50624-5U5 / 2361A ( ) EJ7C) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 *WARMING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANDI 1RG, SHIPPING, INSTALLING AND BRACING. REFER IO BCSI 1-03 IBUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ��`�•CE D'ONOFR IO DR., SUITE 20D. MADISON, NI 53719) AND RICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, ``c MADISOX, X1 53719) FOR SAFETY PR AC 110E5 PR IDR TO PERFORMING ORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �r TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. 2 s **IMPORTANT**F up Nlsx A COPY OF IRIS DESIGN 70 TIIE INSiALLAlIOM CONTRACTOR. ALPINE ENGINEERED �* C— ALPINE PRIIDUCIS. INC. S11AIL NI7 BE RESPOM510LE fOR ANY Of YlAfION FRIM 11115 DESIGN; ANT FAILURE 7D BUILD IHf TRUSS IH CDNI') AXCE N11H IP1; OR IABRICA 'ING. lIANUL iNG. SNIPPING, IMSI ALL ING E BN AC ING OF TRUSSES. DESIGN CONFIRMS WIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AN" TPI. ALPINE A/LS SPATE OF C ONNECIQR PL AIES ARE MADE Of 20/18/16G,A (W,H/S/K) ASIM A653 Gp ADE SPEC (W, K/11, 5) GAL Y. 5'IEIL. APPLY PLATES 70 EAf, it FACE OF IRUSS AND. UNLESS OIIIERNISE LOCAtED ON 'I'll DC IT. POSIT... PER ONAWIMf.S Ifi On-E. N/ Alpine Enineered Products III 'ANY INSPECTIDN OF PLATES FOLLOHED BY (1) SHALL BE PEP AIINEK A3 IF IPII-2D02 SE [.3. n $E AL UN T1115 �Q �•••...... 1 1950 MBFIC L3fiVe Y DRANINf. IMUICAiFi ACSUIT IL OF Pp UEE SS AI ENQIWEEPIXG RE SPON51"iI. I IY SOl EI.1' FOP 111E 1NUSS COMPONE XT `•X�,O JI, )L��` %� DESIGN $HUNN. TIIE SUIT AtlIL17Y ANU USE OF 7111S COMPONENT FOR ANY BUILDING IS IHE RC SPDMSIB II.G 1 F 1NE 1'W He City, P1_ 33844 BUILDING, DESIGNER PER ANSI/III) ) SEC. 2. J F e b D 1 t i UII;I rt - 1 - t - - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6597 TC DL 7.0 PSF DATE 02/01/06 * BC DL 10.0 PSF DRW HCUSR081 06032ACI BC LL __0.0 PSF HC-ENG RK/WPF TOT. LD. 37.0 PSF SEQN- 18299 _DUR.FAC. 1.25 FROMMGK SPACING 24.0" JP,EF- 1SUDO81 Z52 1 OUOC4-CUO / 4J01A ( ) - L05 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 1 0 () �_5-0-0 Over 3 Supports R=258 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. T + 11-10 4 R=119 U=180 2-10-3 R=90 U=180 +9-4-0 (50624-5U5 / 2361A ( ) CJ5) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 -*WARNING** TRUSSES REQUIRE EXTREME CAPE IN FAPRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING, j�% REFER 1D BCSI 1-03 IBUILDING COMPONENT SAFETY INFORMAIIOH), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 50) � �✓~t"AjE I�S""N D'ONDiPIO DR., SUITE 200, MADISDM. WI 5)"" AND MICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRiSf LN, �% MADISON. MI 53719) FOP SAFE 7Y PRACTICES PRIOR 10 PERT ORMING 1HE SE FUMC I TO. UNLESS OTHERWISE INDICATED, F� TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTIDM CHORD SHALL HAVE A PROPERLY All ACHED = No. Z2 RIGID CEILING, y '••IMPORTANT*"FURNISH A COPY OF THIS DESIGN 10 IMF IXSTALIATION CONTRACTOR. ALPINE ENGINFERED 1N i ALPINE PRDOUCIS. INC. SIIALI 001 HE RESPDNSIITif FOR ANY DFVIAIIUN FROM [HIS DESIGN: ANY FAI10Rr 10 BUIID 111E F+ C TRU55 IN 0 I/RMANCE NI 111 IP 1: ZIP. FABRICATING. RANOT ING. SNIPPING. INSTALLING A BRACING OF IRUSSTS. � � !1 F DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RBS INAIIONAL DESIGN SPEC, BY AFAPA) AND 1P1. ALPINE •� A C Oil RECTOR PLAIES APE MADE Of 20/IB/I6GA (N,II/S/Y./ AS[M A653 GPADI: 00/6U (W. K/II,S) GAIV, SIFFL. APPLY �TFS��O p,p T� PL AIEs IO FAf, 11 FACE OF TRUSS AND, IT SS OIIIERWISE LOCATED ON THIS DESIGN. POS111UN PER DRAWINGS 1611A-1. 11 AI nne 1 » iueered Products, IfI ANY INSPECIION Of PLAIT S I01IOWED BY (1) SIIAIL OF PEP ANNEX A3 OF 1P11 2002 SFC.3. A SEAL 'TO I " I S �IpNA�-�� 1 DRAWING INDICAIES ACCEPIANLF Of PR Df FSSIDNAI FXGI H[FPIRf RLSPONSIBIL III SOIItY FOR 'f IIF TRUSS COMPONLNI Nil Dfive DE v6x SIIDWO. 1HF SUIIAli"..Y AND US[ 11F 1N15 LOMPONINI FOR ANY BUILDING Is 111[ Nl SruxSlelC �nF 10t Haines city, rL 33844 RHII.DING DESIGNER PER ANSI/IPI I SEC. 2. J Fl. redifi—li, of Anth.6,minn 9 567 Feb 02 '06 QTY:9 FL - 1 E - Scale =.375" Ft. >; TC LL. TC DL BC DL BC LL _— TOT .L.D_ 20.0 7.0 10.0 O_0 37.0 PSF PSF PSF PSF PSF REF R081-- 6598 DATE 02/01/06 DRW HcusR081 06032ABJ _HC-ENG RK/WPF SEON__ 18270 OUR .FAC. 1.25 FROM MGK SPACING 24,0" JREF- 1'UDO81_Z52 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 50624-5U5 / 2361A ( ) - CJ5A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 1-0-0 �_5-0-0 Over 3 Supports R=258 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXI) B, wind TC UL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=119 U=180 T + 11-10-4 2-10-3 9-4-0 R=90 U=180 (50624-5U5 / 2361A ( ) CJ5A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091aptlor "WA RNING•• TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO BC51 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'OMOFR IO OR .. SUITE 200. N0ISOA. NI S3719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.N.A �• NAOISON. NI 53719) FOR SAFETY PRACTICE5 PRIOR TO PERFGRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED R 1610 CEILING. No. IMPORTANT —FURNISH A CDPY Of THIS DESIGN TO IMF INSTAt1A11DN CONTRACTOR, ALPIN( ENGINEERED ALPINE PRUUUCIS. INC. SNAIL NOT BE RESPONSIBLE LOP ANY DEVIATION FROM IRIS DESIGN; ANY FAILUef IU BIIIID IMF ToIN CONFORMANCE NII11 TPI: OR FABRICATING. HANDLING. SNIPPIM6, INST ALI INf. 6 BRACING OF TRUSSES. Ai,• STP OF SIf,N COME fIPHS NIIO APPLICABLE PROVISIONS nF MDS (MAIIDNAL DESIGN SPEC, OY AFAPA) AND TPI. ALPINE f,4N NECIOR PLATES A" MADE OF 2U/1R/If GA (N.11/S/V.) ASIM A653 GRADE 40/60 (W. R/11,5) CALIF. SITE[. APPLY �D •�' PLATES IU EACH FALL OF IRUSS AND, UNLESS nfIR P.HISE LUFAIED ON $HIS DESIGN. POSITION PER DRAWINGS I6DA-7. �1��••, n Alpine E) 11ee)ed Products, 11T 1 OMarley Urive HainesCily,FL 33844 FL Certificate ofAudioizationil56L_. AMT INSPEC110tl 0$ PLATES FOLLUHEO BY (I) SHAL( HF PER ABAFT A3 OF 1PI1-2002 Sfr,.3. A SLAT ON THIS pp AWING IpO1CAiF5 ACCFPIANCE OF PROfE5SI0NA1 (NG11111ING RESPON51B11 III $THE., TOR THE IRU55 COFIPONFNr DES1G11 51111NN. IH[ SUIIAB ILITY AND USE Of 'N'S CUMPU Nf NI FDA ANY BUIIDIMf. IS IMF Rf SI'ONSIBIG Ci OF 111E OUIIDING DESIGNER PER ANSL/IPI I SEC. 2. JJJ ��LL ��IQ Feb 02 OTY:1 FL 1 E Scale =.375" Ft. TC LL 20.0 PSF REF R081- - 6599 TC DL 7.0 PSF DATE 02/01/06 * BC DL 10.0 PSF DR W HCUSR081 06032ABX OF BC LL _ 0.0 PSF HC-ENG RK/WPF TOT .LD. 37.0 PSF SEON- 18291 DUR.FAC. 1.25 FROM MGK SPACING 24.0" JREF- 1SUD081_Z52 ( 50624-5U5 / 2361A ( ) - CJ4 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 2X4 (Al) 1L�°o �4-5-12 Over 3 Supports R=238 U=180 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXIT B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=105 U=180 Tr" T ...�j..11-4-14 2-5-3 , R=80 U=180 9-4-0 (50624-5U5 / 2361A { ) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7. "WARNING" TRUSSES REOUIRE EXTREME CARE IW FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER 10 BCSI 1 03 (BUT LOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI IIRUSS PLATE INSTITUTE. 583 '.. D'OMOFRIO DR., SUITE 200, MADISON, MI 53719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE in. HAD]SON, WI 53719) FOR SAFETY PRACTICES PRIOR ID PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO INC INSIAILATIOR CONTRACTOR. AI.PINF ERCI"FER(O NNE "DO"Ci5- IMC. SNAIL NI11 BE RESPONSIBLE TOR ANY OEVIAIION FROM IIIIS DESIGN; ANY FAILURE ID BUIID IHE 1R USS IN CON TO AMC[ NIIH IPI: OR 1ABRICAIIMG, DANUL ING. SHIPPING. INSTALLING R BRACING OF TRUSSES, DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AF&PA) AND IPI. ALPINE CONNECTOR PLAI(S ARE MADE OF 20/)8/I60A IM.H/S/X) ASIM A653 GRADF 40/60 (N, X/H.S) GAIN. STr.FL. APPLY PIAICS 10 EACH FACE 01 TRUSS AND, UNLESS OIDFRNISE LUCAIED ON IIIIS DESIGN. POSIIIOM PER DRAWINGS I6UA-7. ANY INSPIEITOM Or PLATES FOLLOWED BY (1) SIIAII BE PER ANNEX A3 (IF 7P1) 2O02 SEC.3. A SEAL ON THIS Alpine ElT ineered Products, In DR ANIMG IN DIE AI(S AC Cr PIANCE OF P RO " 111ONAL ENGINEERING RESPUNSIBII IIY SO EIY IOR IHE 7R US5 1—,1N101E NI 1 DA9 alley Drive DF SIGN SHDMN. THE SUITABILITY AND USF OF THIS COMPONENT FUR ANY BUDDING IS IIIE MIS ONS Ifl 1154E 'HT Haines Ci(y,f1. 33844 BUILDING DESIGNER PER ANSI/IPI I SEC. 2. CJ4) 09 OTY:2 FL 1 E Scale =,375" Ft. '+ N y►jr•�'�Cfi �fi No.2 CST A OF �� 9p� :F4Qn1p 6NA1.E� Feb 02 '06 TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R081 6600 DATE 02/01/06 DRW IICUSR081 06032ABB 11C-ENG SEQN RK/WPF 18288 DUR.FAC. 1.25 FROM —_- MGK SPACING 24.0" JREF- _ 1SUD081 Z52 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( bUbZ4-DU9 I ZJ01A ( ) - L,J4A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. +11 3 2 R=81 U=180 2-3-0 R=67 U=180 9-4-0 1I� o_o� 3-9-12 Over 3 Supportsl R=215 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (50624-5U5 / 2361A ( ) CJ4A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 OTY:2 FL 1 E - Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. / REFER TO CST I-D3 (BUILDING COMPONENT SAFETI INFORMATION), PUBLISHED BY 7P1 (TRUSS PLATE INSETTUIE, 5B3 T C L L 2 0 . 0 P S F •;= C �j'"�. R E F R 0 8 1 6601 D'ONOf DR.. SUIT[ 200. MADISON, N1 719) AMD NTCA (N000 TRUSS COUNCIL OF AMfP 1CA, 6300 ENTERPRISE LN,MAD TOP ISO:. RID CHORDNSMALLIHAVE OR SAFE I TPROPERTY ATTACHEDS53STRUCTURALPE REDPANELSI ANDTHESE FBOTTOMUCHORDNCII0N$HALLNHAVE APROPERLY S. OTHERWISE INDICATED. ATTACHED rj TC D L 7.0 P S F DATE 0 2/ 0 1/ 0 6 RIGID CEILING. ! No. , BC DL 10.0 PSF DRW HCUSROBI 06032ABK •• TMPORTANTARURNISH A COPY OF THIS DESIGN :O THE INSTALLATION CONTRAf.TOR. ALPINE ENGINEERED _ ALPINE PRUDUCIS, INC SHALL NOT BE PFSPUNSLOIf FOR ANI G, HANDLING. G. S TNIS DESIGN; ANY FAILURE RIIIID THE STATE OF 8 C L L 0.0 P S F H C -_ E N G R_K / W_ P F i P.USS IN COME ORMANCE XI TH TPI: OR FABRICATING, NANOL IMG. SHIPPING. INSTALLING A BRACING Of TRUSSES. �� _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY Af&PA) AND /PI. ALPINE - - - '— fONNECIOP IACH S ARF MADE Df ?D/IB/IOf.A (4,N(S/!:) ASIN A553 GPAUE 40/60 IN. X/11,5) GAIY. STEEL. APPLY t�F� O IjIlDl" TOT. LD 37.0 P S F $ E O N= 18276 _ PLAIEi IU [A[M IACE Of TRUSS AND. UNLESS O1HER11ISE IOCAITO ON INIS DESIGN. POSITION PER DRAWINGS I OA-2, 4/ AXT IMSPf f. 110N OF PLATES FflI IOHFD BY I11 51IAL1 of PER ANNEX A:1 OF 1P112002 AFC. I. A SEAL UM THIS AlpineEngmeeredProducts,ln ORAW1Mi INDICAIIS ACCFPIAHCI OF PNDFIISIORAL 1NfiINIEITIMG AtSPONS10111TY SOLELT FOR 111E IRIISrS 4rI1111`ONF"I ONA1.�� DUR.I-AC. 1.25 FROM MGK OMRTIey[blue DfSIf,M SNDHp. T11f SIIIIAtlILITV AX1) USE 0{ IIIIS COMPONENT FOR ANY BUILDING IS III[ RESPONSIU155OF THE ------- --------------- — — --- HGirMRCity,FL 33844 BUILDING DESIGNER PER ANSUTPI I SEC. Z. Feb 0 SPACING 24.0" JREF- 1SUD081_Z52 1 if 1 ' ( 50624-5115 / 2361A ( ) - CJ3 ) In n UMU PMLYAMLU PKUM 6VMPUILK 1MYU1 tLUAUb 5 U1Mt"IUM�,) NUUMIIILU UY IHU�'A MEN. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L1240 live and L/180 total load. 10-10-4 R=65 U=180 T+ 1-10-3 R=52 U=180 19-4-0 1-0-0 3-0-0 Over 3 Supports R=188 U=180 W=B" 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (50624-5U5 / 2361A ( ) CJ3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 0TY:9 FL 1 E - Scale =.375" Ft. —WARNING-PP TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. IRSIALLING AND BRACING. ,••....... ti• T C L L Z O . O PSF F Rf FER 10 BCSI 1-11 18UILDiN' COMPONENT SAFETY INF ORMA110N). PUBLISHED BY 1P1 lTRUSS PLATE INSTITUTE. SB3 ..•�Eg Z REF R 0 B 1 - 6602 D'ONOFR IO DR., SUITE 200, MADISON. NI 537191 AND NT CA WOOD TRUSS COUNCIL 0f All ICA, 630D ENTERPRISf IN. S MA ISO:, NI 53719) FOR SAFETY PRAC710ES PR10R TO PERFDRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7 . 0 PSF DATE 0 2 / 0 1 / 0 6 TOP CHORD SHALL HAVE PROPERLY ATTACHED STPUCiURAI PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED N�• 2•f RIGID CEILING. _ `!2 BC DL 10.0 PSF DR W MCUS11081 06032AB9 *IMPORTANT"FURNIs" A COPY DT THIS DESIGN 10 111[ INSTALIAIION CONTRACTOR. ALPINE ENGINfERFD _ wPAODU[75. INC. SHALL N01 BF RE SPIINSIDI.( fDY. ANY D[YIAlI1tM IRON 1H15 DF SIGN; ANY IAII URF TD DII LID THE AT q. f� _ ALPINE INUSS IN CONFORMA"CE WITH 1PI; OR FABPICAIING. IANDLING. SHIPPING, INSIALLING A BRACING Of IRUSS(S. �% STA O � ti BC L L 0.0 P S F li C E N G R K/ W P F DESIGN CONFORMS WITH APPLICABIE PROVISIDIIS OF HIPS INAIIDIIAt DESIGN SPEC, BY AFAPA) AND TPI. ALPINE A S __------ CONO ECIOR PLATES APE MADE OF 2UY10(I6GA (H,H/S/R) ASTM AG5,1 GRAOF AD/6U IH. X/LI.S) GAI,1. 1111,. APPLY �4{�•', /O�1p•.r,••�� TOT. LD. 37.0 PSF SE ON- 18273 PLATES 10 (ACII LACE UL 1P.USS AND. UNLESS DT IIFRIIISF LOCATED ON THIS DESIGN. POSITION PIP DRAWINGS I6UAZ. `... N ANY INSVf f,11UN Of PLAlCS rOILOXFD BY (1) SlIV.I.I OC PIR AHN[Y Al OF TPII-2002 SFC.3. A SEAL ON THIS EL��L AlpineElgineered Products, In 1) AWING INOICAIES ACCFPIAIICE Of PROFESSIONAL FIIG)NFIRINC. RESPONSIBILITY SOLELY FOR 111E TPUSS 1'UMPILHEXr Sf0NAL DUR FAC. 1.25 FROM MGK I OMarley Drive DESIGN SHOWN. THE SUIIASIIIIY AND UST OF THIS COMPONENT FUR ANY BUILDING IS IHF RE SPOILS IB156JF IIIE DiBUle6 City, FL 33844 BUILDING DESIGNER PER ANSI/IPI 1 SEC. 2. F e ificte f Itho lion 6 Feb 02 '06 SPACING 24.0" JREF 15UD081_Z52 IF— UMU rMLr MMLU rNUM L rUIL1l 1MrU1 LLUAW n vInLMUN 1lIMN111LU BT IMU�] MrN 7VO44-JUD ) 43D1A t ) - L.J4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24' OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 5.6 (— T8+10-3-3 R=35 U=180 1 R=33 U=180 9-4-0 2X4 (Al) i O 2-0-7 Over 3 Supports R-157 U=180 W=8" ALPINE Alpine EIl ineered Products, I I 0 Malley Drive Haines City. FI, 33844 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (50624-5U5 / 2361A ( ) CJ2) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.091 ''WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDL ING. SHIPPING. INSTALLING AND BRACING. _1 REFER10 RC SI 1-OJ (BUILDING COMPONENT SAFETY INf DRIUTION), PURL ISNED BY TPI (TRUSS PLATE INSTITUTE, 583 P 11""OFR IO DR., SUITE 200. MAf/150M, MI SJ7191 AND MICA IM000 THU55 COUNCIL Of AMERICA, 6300 ENTERPRISE IN. MAOISON, MI 53F191 FOR SAFE II PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAII HAVE PROPERLY ATTACHED SIRUCTURAT PANELS AND 1O11ON CHORD SHALL HAVE A PROPERLY AIIACNED RIGID CEILING. _ —IMPORTANT A FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EXGINEFRED * i PROOIIC IS. INC. SIIALI NO7 BE RESPONSIBLE TOR ANY DIYIAIIDM FROM THIS DESIGN; AMY IAILURE IO BOIL1) 111E TN U55 IX CO NTORHAMCF N1111 1P1; OR ,OR IC AIING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. �• DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND IPI. ALPINE a C OHMIC TOR PLATES ARE MADE OF 111/18/16GA (M,N/S/K) ASTM A653 GRADE 40/60 Ili. R/H.S) GALY. S ull AP III PLATES 10 EACH FACE OF 1/U15 A., UNLESS 111111RHISE LOIAIEO ON 1-11 DESIGN, POSITION If. ORANiXOS AXY INSPEC/10N OF P1A7C5 fDIIOHED BY (f1 SHAL I. BE PER AY afX Al OF IPII-2001 SF.0 .3. n ST. AI ON 11115 L DRAWING INIII C"I S AC Cr P1ANCE Of PR OFESSTONM. ENGINEERING RFSPONSIBII.IIY SOLELY FOR 11IE 1RUS5 COMPONENT DrSIGN SHOWN. 111E SUIIAOILIIY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 IHE RC SPOM5101157.F THE BUILDING DESIGNER PER ANSI/IPI I SEC. Z. F e b OTY:1 FL 1 E - Scale =.375" Ft. ��CEAIs'•� NiD.2 E �t STATE OF ;F�: OR� °P �� s/QryA c� 02 TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R081-- 6603 DATE 02/01/06 DRW HCUSR081 06032A86 HC-ENG RK/WPF SEON 18289 DUR_FAC . 1.25 FROM MGK SPACING 24.0" _ JREF- 1SUD081 Z52 IRIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 50624-5U5 / 2361A ( ) - CJ2A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. IDeflection meets L/240 live and L/180 total load. 5.6 F__ R=35 U=180 R=33 U=180 2X4 (Al) _ 1`� 2-0-7 Over 3 Supports RR=157 UU=180 W=8" ALPINE Alpine Engineered Products, I I 0 Marley Drive Haines City, FL 33944 T.3- 8+10-3-3 1 1 +9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord, Design Crit: TPI-2002(STD)/FBC361A ( ) CJ2A) C RT=1.00 1.25 10 0 7.20.09 Q1 -WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. RE(ER TO SCSI 1 03 (BUILDING COMPONENT SAFETY IYf ORMAi ION), PUBLISHED BY TPI ITp USS PLATE INSTITUTE, SB3 �A•�it. D'OIIOF810 DR.. SUITE 200. MADISON. ME 53719) AND WTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE lN. `CF.ws MAGI SON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP C"DAD SHALL HAVE PROPERLY A77ACNED STRUCTURAL PANELS AND 00170" CHORD SHALL NAVE A PROPERLY ATTACHED IN RIGID CEILING. NOP R2 *IMPORTANT —FURNISH A COPY OF THIS DESIGN 10 ]ME INSTA(LATIDN CONIRArTOR. AIPINE FNGINEFRED y n E PROOUCIS. INC. 1HALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 111E TRUSS IACONi DRNAN f, f. WIT 1P1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSS[ S.:' DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NITS INATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE AD CONNECTOR PIAfES ARE ME Of 20/IB/16GA (W,H/S/K) ASTH A653 GRADE AO/60 IN, K/H.S) GALY. STEEL. APPIY [� AA • PLATES TO EACH FACE CIF IPUSS AND. UNLESS OTHEPHISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA,2. ANY INSPECTION OF PLATES FOLLOWED BT (1) SHALL BE PER ANNEX A3 Of IP11 2002 SEC.3. A SEAL ON THIS DN AN ING ILIDICAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBLI 17Y SDT.ELY FUR THE IRUSS COMPONENT DESIGN SIIUNN. IHE SUIIANILIIY AND USE OF THIS CDNPONE"1 FOR ANT DUILUING IS 1N[ RESPOMSIB TIC OIF 'l ll( BUILDING DE SIGNER 1'fR ANSI/TPI 1 SEE. 2. Jv Feb 02 '06 :3 FL 1 E - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6604 TC DL 7.0 PSF DATE 02/01/06 BC DL 10.0 PSF DR W HCUSR0131 06032ABC BC LL 0.0 PSF 11C-ENG RK/WPF_ TOT.LD. 37.0 PSF SEON- 18272 DUR_FAC. 1.25 FROM MGK, SPACING 24.0" lJREF- 1S()0081 Z52 I-1 v/lv rxtrANOu rKUM LUMrUItN INPUI ILUAUS 8 UIMtNSIUNSI SUHMII IkI) BY I USS MFR ( 00044-DU-J ) L301A ( ) - 6J1 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Deflection meets L/240 live and L/180 total load. R=-10 U=180 6 F— _ 0-10-3 9-10-4 _— 9-4-0 2X4 (Ai) R=12 U=180 1 0-0 1-0-0 Over Supports R=142 U=180 W=8" ALPINE Alpine El ineered Products,I I 0 Marley Drive Neines0tv.171- 33944 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (50624-5U5 / 2361A ( ) CJ1) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 -WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 8C5 1- B�j�QIj1¢�C01�NNEN1 SAFE IMfORNA710N), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOfR10 DR �, 'SE7R'Z0� iIA�ISFNU YI SIll9) AND N7CA {HOOD TRUSS COUNCIL Of AMERiCA. 6300 fMTFRPpIsf IN. MADISON. NI 53719) FOR SAFETY ►RACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, lop CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 00770H CHORD SHALL HAVE A PROPERLY ATTACHED No. CEILING. y s •IMPORTANT•*FURNISH A COPY OF THIS DESIGN ID ?HE INSTALLATION CONTRACTOR. AIPINE ENGINF£RED )f $ PRODUCTS. INC. SHALL NOT eE RESPONSIBLE FOR ANY GEVIATIOR FROM 1111S DESIGN: ANY FAIIURF 10 BUILD IMF STA IN USS IN CONFORMANCE WITH IPI: OR FABRICATING. MANDLIN6, SHIPPING, INSIAI.I ]MG N BRACING 01 TRUSSES. :, DESIGN CONFORMS N1111 APPLICABLE PROVISIONS of NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND IPI. ALPIOE 1S CORRECT OMtlEC TOR PLATES AR( MADE OF 2O/IB/11" 1%"11/P.) ASIM A653 GRADE 10,10 (W. K/H.S) GALV. STEEL. APPLY � F/ PLATES TO EACH FACE OF IRUSS AND. UNLESS OTH(RWI5E LOCATED OR THIS DESIGN, POSITION PER DRAWINGS )60A-Z. SS `�• ANY ::SP OF PLATES FOIL OWED BY {1) SRAII Bf PER ANNE1 A3 OF IP11 2002 SEC.3. A SEAL 'IN THIS IOI UR-ING IIT IA, E5 AC CT PT AMC, Of PR OFF SSI ONAI, ENGINEERING Rf SPON51B1T ITV 59(fIY FOR 111E IRUSS COMPONENT DESIGN SHOWN. IMF SGIIABILIPY AND USE Of PHIS COMPONENT FOR ANY BUILDING 15 111E R(SPONS IBTI5 9)F 'HE BDILDING DESIGNER PER ANSI/IPI 1 SEC. Z. F e b D 2 lIY:lU FL 1 E - Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 6605 TC DL 7.0 PSF DATE 02/01/06 *_ BC DL 10.0 PSF DRW HCUSR081 06032ABV BC LL 0.0 PSF IiC-ENG RK/WPF TOT_LD. 37.0 PSF SEON:_ 18290 DUR.FAC. 1.25 FROM MGK SPACING 24.0" JREF- 1SUDO81_Z52 r FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2361 y '�-� Y �� Builder: DR HORTON Address: 'y \ M t t C 1 �= Permitting Office: City, State: Permit Number: Owner: 1 1J t Jurisdiction Number: Climate Zone: �entral 1. New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ftz) 2368 ft' _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)344.0 ft' -. b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)344.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) It - b. N/A - c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1672.2 ft' - b. Frame, Wood, Adjacent R=11.0, 274.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 2388.5 ft' b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup, R=6.0, 1.0 ft b. N/A - 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: 0.15 Total as -built points: 30082 PASS Total base points: 33638 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED DATE: t= hereby certify that this building, as designed, is in compliance with the Flori a EnVo e.,,6,,4J OWNER/AGE T: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: W t GI ss out ut on pages G&4. 1 Predominant glass type. For actual glass type ano areas, see ounimu, St in er a p EnergyGauge® (Version: FLRCSB v4.0) Cap: 48.0 kBtu/hr - SEER:12.00 - Cap: 48.0 kBtu/hr - HSPF:8.00 - Cap: 50.0 gallons - EF: 0.90 _ PT, - 1 4- FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 2368.0 25.78 10988.5 Type/SC Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Overhang Ornt Len Hgt Area X SPM X SOF = Points SW 1.0 5.5 16.0 56.99 0.96 871.4 SE 1.0 5.5 16.0 61.07 0.96 934.4 SE 1.0 4.5 13.0 61.07 0.92 729.0 SE 1.0 5.5 16.0 61.07 0.96 934.4 W 11.0 5.5 16.0 57.68 0.43 392.8 NW 10.0 5.5 12.0 40.72 0.57 276.7 SW 13.0 8.5 64.0 56.99 0.45 1637.7 NE 1.0 6.5 39.0 47.10 0.98 1801.2 S 11.0 9.5 7.0 48.22 0.54 183.5 E 1.0 6.5 19.0 63.97 0.98 1189.3 S 11.0 2.5 4.0 48.22 0.48 91.7 N 1.0 6.5 19.0 30.19 0.98 563.1 NW 1.0 4.5 19.0 40.72 0.94 728.7 NW 1.0 2.5 12.0 40.72 0.84 408.2 SW 1.0 5.5 32.0 56.99 0.96 1742.9 SE 15.0 8.5 40.0 61.07 0.44 1063.5 As -Built Total: 344.0 13548.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 274.0 0.70 191.8 Concrete, Int Insul, Exterior 4.1 1672.2 1.1 74.2.0 0.70 Exterior 1672.2 1.90 3177.2 Frame, Wood, Adjacent 11.0 191.91.8 Base Total: 1946.2 3369.0 As -Built Total: 1946.2 2165.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 237.E Exterior 33.0 4.80 158.4 Exterior Wood 33.0 7.20 Base Total: 51.0 18T.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2368.0 2.13 5043.8 Under Attic 19.0 2388.5 2.82 X 1.00 6735.E Base Total: 2368.0 5043.8 As -Built Total: c000.v - -- - FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 249.0(p) -31.8 -7918.2 Slab -On -Grade Edge Insulation 0.0 249.0(p -31.90-7943.1 Raised 0.0 0.00 0.0 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeWFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2368.0 14.31 33886.1 2368.0 14.31 33886.1 Summer Base Points: 45556.4 Summer As -Built Points: 48672.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 48000 btuh ,SEER/EFF(12.0) Ducts: Unc(S),Unc(R),lnt(AH),R6.0(INS) 48673 1.00 (1.09 x 1.150 x 0.85) 0.284 0.950 14043.6 45556.4 0.4266 19434.3 48672.9 1.00 1.069 0.284 0.950 14043.6 EnergyGauge TM' DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2368.0 5.86 2497.8 Single, Clear SW 1.0 5.5 16.0 11.59 1.01 187.8 Single, Clear SE 1.0 5.5 16.0 10.59 1.02 173.6 Single, Clear SE 1.0 4.5 13.0 10.59 1.04 143.1 Single, Clear SE 1.0 5.5 16.0 10.59 1.02 173.6 Single, Clear W 11.0 5.5 16.0 13.25 1.11 235.3 Single, Clear MN 10.0 5.5 12.0 14.97 0.99 177.9 Single, Clear SW 13.0 8.5 64.0 11.59 1.45 1077.1 Single, Clear NE 1.0 6.5 39.0 14.70 1.00 573.6 Single, Clear S 11.0 9.5 7.0 9.90 1.97 136.4 Single, Clear E 1.0 6.5 19.0 12.37 1.01 236.7 Single, Clear S 11.0 2.5 4.0 9.90 2.29 90.7 Single, Clear N 1.0 6.5 19.0 15.07 1.00 285.7 - Single, Clear NW 1.0 4.5 19.0 14.97 1.00 283.9 Single, Clear MN 1.0 2.5 12.0 14.97 1.00 179.0 Single, Clear SW 1.0 5.5 32.0 11.59 1.01 375.5 • Single, Clear SE 15.0 8.5 40.0 10.59 1.79 756.9 As -Built Total: 344.0 5086.6 WALL TYPES Area X BWPM = Points Type 1 R-Value Area X WPM = Points Adjacent 274.0 1.80 493.2 Concrete, Int Insul, Exterior 4.1 1672.2 3.31 5526.6 Exterior 1672.2 2.00 3344.4 Frame, Wood, Adjacent 11.0 274.0 1.80 493.2 Base Total: 1946.2 3837.6 As -Built Total: 1946.2 6019.8 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 33.0 5.10 168.3 Exterior Wood 33.0 7.60 250.8 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2368.0 0.64 1515.5 Under Attic 19.0 2388.5 0.87 X 1.00 2078.0 Base Total: 2368.0 1515.5 As -Built Total: 2388.5 2078.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 249.0(p) -1.9 -473.1 Slab -On -Grade Edge Insulation 0.0 249.0(p 2.50 622.5 Raised 0.0 0.00 0.0 Base Total: -473.1 As -Built Total: 249.0 622.5 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2368.0 -0.28 -663.0 2368.0 -0.28 -663.0 Winter Base Points: 6955.0 Winter As -Built Points: 13500.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 48000 btuh ,EFF(8.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0 13500.8 1.000 (1.078 x 1.160 x 0.87) 0.427 0.950 5980.2 6955.0 0.6274 4363.6 13500.8 1.00 1.093 0.427 0.950 5980.2 EnergyGaugell DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 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 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 19434 4364 9840 33638 14044 5980 10059 30082 PASS EnergyGauge"' DCA Form 60OA-2004 EnergyGaugeVFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ... �w 12 wcu ronrin1J Drn"(1T1nM cnMPl IONCF CHECKLIST PERMIT #: 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 perimeter, Denetrations 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 Derimeter 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. 1...4 1- -11 .-.Aftnrnc 1 6A-22 OTHER PRESCRIPTIVE MtAbuKtb IMUSt 4U n1e1 v1 'WAVOcy w CHECK COMPONENTS SECTION REQUIREMENTS Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci 612.1 Water Heaters 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 allons er 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 readilyaccessible 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-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft') 2368 ft' - c. N/A - 7. Glass type and area: (Label reqd. by 13-104.4,5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default)344.0 ft' - a. Electric Heat Pump Cap: 48.0 kBtu/hr - b. SHGC: HSPF: 8.00 - (or Clear or Tint DEFAULT) 7b. (Clear)344.0 ft' - b. N/A - 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 249.0(p) ft _ c. N/A - b. N/A - - c. N/A - - 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.1, 1672.2 ft' - EF: 0.90 - b. Frame, Wood, Adjacent - R=11.0, 274.0 W - b. N/A - c. N/A - - d. N/A _ c. Conservation credits - e. N/A - (HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2388.5 ft' - 15. HVAC credits PT, - b. N/A - (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed),Interior 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 Q T14E STgr Construction through the above energy saving features which will be installed (or exceeded) �,,° Foy in this home before final inspection. Otherwise -a new EP Display Card will be co pleted r, o based on installe =�I f ture . Builder Signa u Date: a /FL Zip: Address of New Home: it I 1 1 1C �► 1� �C� Y *NOTE: The home's estimated energy00 r, ce s'cbre is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr" 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and arEnergyGauge® (Very on: FLRCSpBtv4 (�) ges 2&4. DUCT SYSTEM SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): HEATING COOLING 0.44 in H2O 0.44 in H2O 0.06 in H2O 0.06 in H2O 0.38 in H2O 0.38 in H2O 1.056 in/100ft 1.056 in/100ft 1600 cfm 1600 cfm 36 ft Supply Branch Detail Table ll Name i Htg (Btuh) Clg (Btuh) Htg (cfm) Clg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Matl Trnk BR2 3343 1795 114 86 4.750 580 6 Ox 0 VIFx BR3 2133 1388 73 67 4.222 533 5 Ox 0 VIFx BTH 2 1364 938 46 45 1.583 533 4 Ox 0 VIFx 3 BR4 3436 1670 117 80 1.520 596 6 Ox 0 VIFx 3 UTIL - 1023 1177 35 57 1.652 648 4 Ox 0 VIFx 3 KIT 349 1778 12 85 6.333 627 5 Ox 0 VIFx NOOK 2739 1326 93 64 7.600 685 5 Ox 0 VIFx BTH 3 1870 733 64 35 4.750 468 5 Ox 0 VIFx FAMILY 5099 5354 174 257 1,226 583 9 Ox 0 VIFx 3 DINING 2929 2316 100 111 1.357 567 6 Ox 0 VIFx 3 LIVING 9685 6242 330 300 1,086 605 10 Ox 0 VIFx 2 METH 2434 1624 83 78 1.310 608 5 Ox 0 VIFx 2 WIC 904 478 31 23 1.056 353 4 Ox 0 VIFx 1 MBR 2624 1988 89 96 1.152 487 6 Ox 0 VIFx 1 SITTING 7010 4476 239 215 1.152 684 8 Ox 0 VIFx 1 Supply Trunk Detail Table Trunk Htg Clg Vel Diam Rect Duct Duct Name Type (cfm) (cfm) (fpm) (in) Size (in) Material Trunk 3 Peak AVF 472 551 515 14 0 x 0 VinlFlx 2 Peak AVF 413 378 526 12 0 x 0 VinlFlx 1 1 Peak AVF 772 712 553 16 0 x 0 VinlFlx wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Feb-28 13:55:06 ,� E:\Files\DR HORTON 2002\2361\2361.rsr Page 1 DUCT TREE DIAGRAM Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 10g COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON HEATING COOLING External Static Pressure: 0.44 in H2O 0.44 0.06 in H2O in H2O Pressure Losses: 0.06 in H2O 0.38 in H2O 0.38 in H2O Available Static Pressure: 1.056 in/100ft 1.056 in/100ft Friction Rate: 1600 cfm 1600 cfm Actual AVF: Total Effective Length (TEL): 36 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BTH 2 45, BR4 —80. UTIL --56, FAMILY DINING WIC —22. MBR SITTING LIVING —300. 2 378. MBTH —78. BR2 —86. < —NO TRUNK BR3 —66. < —NO TRUNK KIT —85. < —NO TRUNK NOOK --63. < NO TRUNK BTH 3 --35. < —NO TRUNK RETURN TRUNKS AND BRANCHES 550. 1 711. itt. wrig 7tsoft Right -Suite ResidenlialTM 5.0.64 RSR26016 2002-Feb-28 13:55:06 )m E:\Files\DR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, Ft. 32746-6206 Phone: (407) 831-2665 n-......A ..ems A _ Win4nr Infiltratinn HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22259 ft' x 0.0167 = 2. Winter infiltration load 1.1 x 260 cfm 3. Winter infiltration HTM 9159 Btuh / 423 x 32 OF Winter TD = ft' Total window = and door area o...wnrl.arn R - Cummar Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22259 W x 0.0167 = 2. Summer infiltration load 1.1 x 149 cfm 3. Summer infiltration HTM 2944 Btuh / 423 x 18 OF Summer TD = ft' Total window = and door area 260 cfm 9159 Btuh 21.7 Btuh/ft' 149 cfm 2944 Btuh 7.0 Btuh/ft' Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 149 cfm = 4385 Btuh 2rocedure D - Equipment sizing Loa05 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 Sensible load for structure (Line 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load OF Summer TD = x 0.68 x 75 cfm vent. x 43 gr/lb moist.diff Internal loads = 230 Btuh x 6 people Infiltration load from Procedure C Equipment sizing load - latent 'Construction Quality is: a 1485 Btuh 33284 Btuh 34769 Btuh 0.98 34074 Btuh 2212 Btuh 1380 Btuh 4385 Btuh 7977 Btuh No. of Fireplaces is: 0 Boldlitallc values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. !+ wrsghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 13:55:06 X Page 1 E:\Files\DR HORTON 2002\2361\2361.rsr RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 • No • For: DR HORTON Notes: Desiqn Information Weather: Orlando_AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF OF Outside db 93 75 OF OF Inside db 70 Design TD 32 OF Inside db Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Building heat loss 46942 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 46942 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft') Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 2368 ing Co 2368 22259 22259 0.70 0.40 260 149 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 33284 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg: data n Rate/swing multiplier 0.98 Total Sens. equip. load 34074 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4385 Btuh Total latent equip. load 7977 Btuh Total equipment load 42050 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 81 % Boldlltalic values have been manually overridden _ Printout certified by ACCA to meet all requirements of Manual J 7th Ed. v wrightsoft Right -Suits Residential- 5.0.64 RSR26016 2002-Feb-28 13:56:06 E:\Files\DR HORTON 2002\2361\2361.rsr Page 1 MBTH a n se a c n 0 d 1 1 90 1.0 1.0 0.5 4.0 47.4 19.0 5.4 WIC MBR a n se a c n 0 n 1 1 90 1.0 1.0 0.5 2.0 76.4 12.0 6.8 SITTING a n ne a c n 0 c n nw a c n 0 d d 1 1 90 1 1 90 1.0 1.0 1.0 15.0 0.5 0.5 5.0 8.0 39.4 39.4 32.0 40.0 0.0 0.0 wrightsofC Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 1 Faye 2 )M E:\Files\DR HORTON 2002\2361\2361.rsr g RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 23s� e.31.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. BR3 BTH 2 1 Name of mom Entire House BR2 12.0 ft 6.0 ft 2 Length of exposed wall 249.0 ft 27.0 ft 12.0 x 15.0 ft 12.0 x 12.0 ft 6.0 x 12.0 ft 3 Room dimensions 4 Ceiings Condit. Option 9.4 ft heat/cool d 9.4 It heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF C5 HTM Area Load (Btuh) Area Load (BtuClg Lod (BtuClg (area Load (BtuHtg Clg EXPOSURE NO. Hlg Clg (fN) Htg Cig Oil) (ftArea 5 Gross a 14B 4.6 2.1 2049 "" "" •�•� 254 ••�• •�� 113 .... .... 56 ,... .... Exposed b 12C 2.9 1.9 0 "" "•' 0 0 0 walls and c 13C 3.2 1.2 292 •.•• •,,, ,,,, .... •••• •••• partitions d 0.0 0.0 0 "" .... 0 .... .... p .... ..•• 0 "" "" e 0.0 0.0 0 "" .... 0 .... ..,. 0 .... ..., 0 .,.. .... f 0.0 0.0 0 6 Windows and a 1C 37.0 257 9499 "•• 16 591 '�� ' 166 5910 .•�. 133 4800 glass doors b 8C 37.0 64 2365 "•• 0 0 0 0 0 Heating c 9C 38.7 �� 40 1549 .... 0 0 .... 0 0 .... 0 0 ••» d 1C 37.0 11 407 .... 0 0 0 0 .... 0 0 .... e f 0.0 0.0 •' •• 0 0 0 0 .... 0 0 ,... p 0 .... 0 0 .... 7 Windows and North 22.5 75 "" "•• 1691 8865 0 16 ..•• 0 630 0 16 ,,,, 0 830 0 13 ..., ' 0 S10 glass doors NE/NW 39.4 225 "" 0 "" 0 0 �... 0 0 •... 0 Cooling E/W 54.4 18 "" 977 0 "•• 0 0 0 0 ' SE/SW 50.4 51 .... 2545 p .... 0 0 0 0 0 South 30.4 3 .... 106 0 .... 0 0 .... 0 0 .... 0 Hoe 0.0 0 0 8 Other doors 0D 14.7 9.9 51 751 507 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 jb10D 14.7 9.9 0 000 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 1644 7576 3386 238 1096 490 97 0 446 0 199 0 43 0 200 0 89 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 2T4 863 321 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings 16D 1.7 2.2 2389 4051 5317 180 305 401 144 244 0 321 0 72 0 122 0 1600 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c Is d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 n n n 0 0 0 Floors T a 22A V.V 25.9 V.V 0.0 249 6454 0 27 700 0 12 0 311 0 0 0 6 0 156 0 0 0 11 (Note: mom b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for stab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.7 7.0 423 9159 2944 16 346 111 16 346 111 13 281 90 13 Subtotal bss=6+8..+11+12 '•" 42674 •"' "" 3039 ...• .... 1939 0 .... .... 1240 0 .... Less external heating ..., 0 0 .... .... .... .... 0 0 .... 0 .... .... 0 Less transfer 10 °/ 4267 ,,,, 10 °/ 304 .... 194 •••• 10 ° / 124 "" .... 14 15 Duct loss Total loss = 13+14 "" 46942 .... .... 3343 ,... ...10 2133 .... .... 1364 16 Int. gains: People Qo 300 6 1800 0 .. . 0 0 0 0 •... 0 0 0 �,,. 0 0 0 Appl. 8 1200 2 '•" .. . .... 1800 30258 .... 0 ,.,, 1630 .... ,... 1262 .... .... 852 17 Subtot RSH gain=7+8. +12+16 0 .... .... 0 .... .•.. 0 .... .... Less external cooling 0 Less transfer 10 0 3026 10 ° .... 163 10 .... 126 10 .... 85 18 19 1201 Duct gain Total RSH gain=(17+18)'PLF ••1600 33284 "'00 •+• 1786 .... ... 1 67 ..388 .00 .... 46 938 45 Air required (cfm) ..00 "" 1600 114 73 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C. We'7gi"7t501F� Right -Suite Residential TM 5.0.64 RSR26016 2002 Feb-2813:5506 iift E:\Files\DR HORTON 2002\2361\2361.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2367 a.31.o� 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. UTIL KIT NOOK BR4 1 Name of room 0.0 ft 11.0 ft 2 Length of exposed wall 33.0 ft 4.0 ft 8.0 8.0 ft 11.0 x 17.0 ft 15.0 x 8.5 ft 3 Room dimensions 13.0 x 12.0 ft x 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heaVcool 9.4 it heat/cool TYPE OF CS HTM Area I Load (Bluh) Area Load (Btuh) Area Load (Btuh) Htg CIg (ft.) Area Load (Btuh) Htg CIg EXPOSURE NO. Htg I CIg OF) Hig I CIg (ft') Hlg ICIg (ft-) I 5 Gross a 14B 4.6 2.1 112 "" "" 0 0 .. .... 0 0 •..• .•�• 103 0 .•�. .�•� Exposed b 12C 2.9 1.9 0 ' 0 0 walls and c 13C 3.2 1.2 198 "" "'• 38 ... .... „•, ,•„ .... ...• partitions d 0.0 0.0 0 .... 0 ..., .... .... .... 0 •••• •••• e f 0.0 0.0 0.0 0.0 0 0 .... .... 0 .... .... 0 .... .... 0 .... .... 6 Windows and a 1C 37.0 .• 16 591 0 0 �• 0 0 0 0 •+�� 28 0 1035 0 .... glass doors b 8C 37.0 0 0 "'• 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 .... 0 0 ..,. 0 0 .... 0 0 .... d 1C 37.0 0 0 .... 0 0 0 0 .... 0 0 .... e f 0.0 0.0 0 0 0 0 .- 0 0 .,.. 0 0 ..., 0 0 .... 7 Windows and North 22.5 0 "" 0 0 0 0 0 0 0 0 28 0 571 0 glass doors NE/NW 39.4 16 "" 630 0 0 0 0 0 0 Cooling t:/W 54.4 0 .... 0 0 0 0 .... 0 0 .... 0 0 .... O SE/SW 50.4 0 0 •••• 0 0 •••• 0 0 0 0 .... South Horz 30.4 0.0 0 .... 0 0 .... 0 0 .... 0 0 ..,. 0 8 Other doors a 10D 14.7 9.9 0 0 0 18 265 179 0 0 0 0 0 0 0 0 0 0 0 0 b tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 14B 4.6 2.1 96 442 198 0 0 0 0 0 0 0 0 75 0 347 0 155 0 exposed b 12C 2.9 1.9 0 0 0 0 20 0 63 0 23 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 198 624 232 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 64 109 142 187 317 416 128 0 216 0 284' 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 4 104 0 0 0 0 0 0 0 11 0 285 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 12 Infiltration a 21.7 7.0 16 346 111 18 390 125 01 0 0 28 606 195 13 Subtotal loss=6+8..+11+12 "" 3120 "" ,... 930 .... ...• 317 0 .... ••.. 2490 �•.. Less external heating .... "" 0 0 .... .... ...� 0 0 .... .... 0 .... .... 0 •••• Less transfer 14 Duct loss 10 q 312 "" 10 °/ 93 "" 10 Y "' 32 "" •••• ...10 249 2739 "" •••• 15 Total loss = 13+14 "" 3436 "'• .... 1023 .... 349 16 Int. gains: People Q 300 0 .... 0 0 1 0 600 0 1 .... 0 1200 0 0 ... 0 Appl, ® 1200 0 "" 0 1518 1070 .... .... 1616 .... .... 1205 17 Subtot RSH gain=7+8..+12+16 "" •�� .... .... 0 .... .... 0 .... ...• Less external? cooling .... 0 .... .... 0 .... .... 0 .... .... 0 18 Less transfer Duct gain .... 10% ,,, .•• 152 1680 0 10 .... 107 1157 10°/ ••• .... 162 1 10°/ ' "• '•'• 121 1364 19 Total RSH gain=(17+18)'PLF 1.00 .... 35 .1.. 12 85 ...* 93 20 Air required (cfm) 117 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr sghtsoR Rig Residential- 5.0.64 RSR26016 2002-Feb-28 13:55:06 Page 2 14MP. E:\Files\DR HORTON 2002\2361\2361.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: 407 831-2665 MANUAL J: 7th Ed. MBTH WIC MBR SITTING room 1 Name of 2 Length of exposed wall 13.0 It 9.0 It 2O.0 It 16.0 13.0 ft 32.0 It 13.0 x 9.0 It 3 Room dimensions 13.0 x 13.0 ft 9.4 Ili heat/cool 9.0 x 13.0 It 9.4 ft heaticool x 9.4 ft 1 heat/cool 9.4 ft iheal/cool 4 Ceiings Condit. Option TYPE OF CS HTM Area (Btuh) Load ( Area Load (Btuh) Area Load (Btuh) Htg Clg Area (fN) Load (Btuh) Htg Clg EXPOSURE NO. Htg Clg (ft') Hig Clg (ft') Htg Clg (ft') 5 Gross a 14B 4.6 2.1 122 "" ... 85 .«. .... 180 0 - ..�� 301 .... .... Exposed b 12C 2.9 1.9 0 "" . 0 0 0 walls and c 13C 3.2 1.2 0 "" "" "" 0 �� _�•• 0 „•. „.. .... .... partitions d 0.0 0.0 0 "" .... .... 0 0 .... ,.�. 0 0 • •, e f0.0 0.0 0.0 0.0 0 0 .,.. .... 0 ..,. ... 0 .... .... 0 .... .... 6 Windows and a 1C 37.0 19 702 "" 0 0 "" "•' 12 0 444 0 .... 32 0 1183 0 glass doors b 8C 37.0 0 0 "" 0 0 0 0 0 0 40 1540 Heating c 9C 38.7 '• 0 0 _•�� 0 0 ,.,. 0 0 �... 0 0 .... d 1C 37.0 •' 0 0 0 .... .... .... 0 0 ��•� e f 0.0 0.0 0 o 0 .... 0 p .... 0 p .... 0 0 .... 7 Windows and North 22.5 5 "" 109 0 "" '�� 0 0 7 0 "" '��+ 199 0 0 72 ... 0 2837 glass doors NE/NW 39.4 0 '**� 0 0 0 0 0' 0 0' .... 0 Cooling ENV SE/SW 54.4 50A 0 14 .... 0 646 0 .... 0 5 .... 399 0 .... 0 0 South 30.4 0•"' 0 0 '•" .... 0 0 0 0 .... 0 0 0 0 .... 0 Horz 0.0 0 .... 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 103 476 213 85 390 174 176 811 0 362 0 229 0 1054 0 471 0 exposed b 12C 2.9 1.9 0 0 0 0 0 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 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 169 2117 376 117 198 260 208 353 463 110 0 198 0 260 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 9 233 0 20 0 518 0 0 32 0 829 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 1 21.71 7.0 191 411 1321 01 u u ILI Lou v. -- 13 Subtotal loss=6+8. +11+12 '•" 2213 "" "" .... 822 .. "•� .... 2386 0 �� + •••� 6373 0 .... Less external heating .... "' 0 0 .... .... .... 0 0 ,,,, ,,,, 0 .••• •••• 0 •••• 14 Less transfer Duct loss 10q 221 ,,,, 10 82 ,... ••.. ��10°/ 239 •••• •"• 10°/ ....7010 637 '•" •••• 15 Total loss = 13+14 "" 2434 "" •••• 904 2624 16 Int. gains: People @ 300 0 .... 0 0 '::: 0 1 0 '::: 300 0 ��:� 0 Appl. oQ 1200 0 "" •"• 0 1477 .... 0 .... 0 435 .... .,.. 1807 .... ..., 4070 17 Sublot RSH gain=7+8..+12+16 '•" ••�• �••� 0 .... .... 0 �••• �� Less external cooling 0 0 18 Less transfer Duct gain 10M '•" 148 10°/ "" 43 10°/ "" 181 10° "'� "• 407 4476 19 Total RSH gain=(17+18)'PLF 1.00 ••• 1624 1.00 '•" "" 478 23 1.00 "" •"' 891 1988 96 1.00 "" 239 215 20 Air required (cfm) ••.. 83 78 1 311 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr-jg"t50f't Right -Suite Residential°' 5.0.64 RSR26016 2002-Feb-28 13:55:06 Page 4 ACZ`A E:\Files\DR HORTON 2002\2361\2361.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2361 8.31.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: 407) 831-2665 MANUAL J: 7th Ed. FAMILY DINING LIVING 1 Name of room BTH 3 It 41.0 It 2 Length of exposed wall 17.0 it10.0 It14.0 3 Room dimensions 10.0 x 6.5 ft 14.0 x 20.5 It 11.0 x 14.0 It 14.5 x 23.5 It 9.4 It heat/cool 9.4 It heat/cool 4 Ceiings Condit. Option 9.4 It hea/cool 9.4 ftl heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Hlg Clg (ft� Area Load (Btuh) Htg Clg EXPOSURE NO. Htg Clg (ft� Htg Clg (ft') Htg Clg (ft') 5 Gross a 14B 4.8 2.1 160 •••• '•" ..., 94 .... .... 76 0 .... .,.. 385 .... .... Exposed b 12C 2.9 1.9 0 .... .... 0 .... ,«. 50 .... .... 0 walls and c 13C 3.2 1.2 0 «•• 0 „•, ,,,, .... .... 0 •••• •••• partitions d 0.0 0.0 .... .... 0 0 0 e T 0.0 0.0 0.0 0.0 0 0 "" "" 0 .... .... 0 .... .... 0 .... .... 6 Windows and a 1C 37.0 0 0 "" 0 0 ..•. 28 0 1035 0 ' .... 77 0 2846 0 ••.• glass doors b 8C 37.0 '• 0 0 "" 64 0 2365 0 0 0 0 0 Heating c 9C 38.7 0 0 .••. 0 0 .... 0 0 .... 11 407 ••« d 1 C 37.0 0 0 ..,. 0 0 0 0 .... 0 0 e f 0.0 0.0 •' 0 0 0 0 .... 0 0 .... 0 0 .... 0 0 .... 7 Windows and North 22.5 0 "" "" 0 0 0 64 .... 0 2522 0 28 .... 0 1103 35 0 .... ' 8110 glass doors NE/NW 39.4 0 •'•• 0 •••• 0 0 '.,. 0 18 .... 977 Cooling E/W 54.4 0 0 0 0 "" 0 0 0 32 ... 1500 SEISW 50.4 0•"' .... 0 0 .... 0 0 0 3 106 South 30.4 0 .« 0 0 .... 0 0 .... 0 Horz 0.0 0'"' 0 0 8 Other doors a 10D 14.7 9.9 13 191 129 0 0 0 0 0 0 0 0 0 20 0 294 0 199 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 147 676 302 30 138 62 48 221 0 99 0 277 0 1278 0 571 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 56 176 66 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 l7 0 0 0 t0 Ceilings a 16D 1.7 2.2 65 110 145 287 487 639 154 261 343 0 341 0 570 75Q b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f OA 0.0 0 0 0 11 Floors a 22A 25.9 0.0 17 441 0 10 259 0 14 0 363 0 0 0 41 0 1063 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) t 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 21.7 7.0 13 281 90 64 1386 445 28 606t19510812339 752 13 Subtotal loss=6+8..+11+12 .... 1700 .... .... 4635 .«. .�•� .... •,•• 2663 0 8805.«. 0 .... Less external heating "'• 0 ••.. �•�• ..•. .... 0 0 .... .... 0 pLess transfer ° 10/ 0 170 "" 464 ,... 102929 0 ° / 880 "" 14 Duct loss •••• 1870 "•• ...10°/ 5099 "" 9685 15 Total loss = 13+14 16 Int. gains: People aQ 300 0 0 4 .«. 1200 1 0 0 .... 300 0 0 .... 0 0 0 Appl. ® 1200 0 "" .... "" 667 0 0 4860 2105 5875 17 Subtot RSH gsin=7+8. +12+16 "•' .•.. ..•. 0 .... .... 0 .•.• .•« Less external cooling 0 .... .... .... .... 0 .... .... 0 Less transfer .... 10 .... .... 67 0 10 •••• 487 0 10°/ "" 211 10 "" 567 18 19 Dud gain Total RSH gain=(17+18)'PLF 1.00 .- 733 1.00 •• 5354 1,00 '•'• •••• 100 2316 111 1.. •••, '•" 330 6242 300 20 Air required (cfm) •••• 64 35 "" 174 257 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr7g1'1t501FC Right -Suite Residential- 5.0.64 RSR26016 2002 FeW28 13 AC E:\Files\DR HORTON 2002\2361\2361.rsr Paagege 3 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2666 .lob: 2361 8.31.01 W S D W G L S S O N A S H O V O V W H C H W N S H N K D Y I R A L L A O T H V G N 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 BR2 C n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 a n ne a BR3 n nw a C n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 a BTH 2 a C n 0 d 1 1 90 1.0 1.0 0.5 4.0 39.4 13.0 0.0 a n nw BR4 a n nw a C n 0 d 1 1 90 1.0 1.0 0.5 5.0 39.4 16.0 0.0 UTIL KIT NOOK a n e a C n 0 d 1 1 90 1.0 11.0 0.5 5.0 54.4 16.0 16.0 a n Se a C n 0 d 1 1 90 1.0 10.0 0.5 5.0 47.4 12.0 12.0 BTH 3 b n ne a C n 0 d 1 a n ne a C n 0 d 1 a n Sw a C n 0 d 1 a n w a C n 0 d 1 a n S a C n 0 d 1 d n n a C n 0 n 1 d n n a C n 0 n 1 FAMILY 1 90 1.0 13.0 0.5 8.0 39.4 64.0 0.0 DINING 1 90 1.0 1.0 0.5 6.0 39.4 28.0 0.0 LIVING 1 90 1.0 1.0 0.5 6.0 47.4 39.0 7.3 1 90 1.0 1.0 0.5 6.0 54.4 19.0 1.0 1 90 1.0 1.0 0.5 6.0 30.4 19.0 15.5 1 90 1.0 11.0 2.5 7.0 29.4 7.0 0.0 1 90 1.0 11.0 1.0 1.5 29.4 4.0 0.0 wnghtsoft Ri9hl-Sulle Residential TM 5.0.64 RSR26016 2002-Feb13:Paage ge i )m E:\Files\DR HORTON 2002\2361\2361.rsr 3" both duct to roof cap w/fon Nutone 696RNB z� •, w 25-91 COV. 10.0 I.ed jygy � u 35 r-e as F� { u8a.w r-4* nab j 5' nA� 5 ARCH 1a t0.lc .g Lae 1.M 6, s• 55 r-r as --20%2i RAG@ Tog IRI +-0 I@' X.8iD80011 @' S' `" Mufti -in ' EY10.6 l.td ►_r CM r_ Mr.€ 10. .d znz 86 a':o a Io ? 10.6 I.cd ,Y 3" both duct '0 10.'U ray to roof cap 0r '' IQ w/fon e p Nutone 696RNB 1. +S +' f b tY @, y N10, 3" both duct ixi310 I5 )to roof cap ram+ Immo ML /fan @.+,;d r-1'IRATQG ' 180 Nutone 696RNB smi00D,d N eo '� . tOd I.ed 5 1D.5 1wd 110 4 pp M sN 42X42 A/C SLAB 5 4° both duct �� o f BY BCDR M W r.'ac " p 2' FROM WALL Q t" I . P ws. wfon I Qght N�tone 763RLN6 n�+ +.0 10N w/10611 024W ,rn 12.1t 1-d Sao pMn 24X16 RAD alo d �b,m by H17&f! r ! QG S S r 1S:GE FT.L C. FT. CnRy . FT. / \ 1>n �•' ITDF=[Ag.. FT. r- •rf n...� n minimum ckOtonce of ♦ indle8 orOtdld the of handier per the Stale Energy code. AS ouct hoS an r-6 iSIMiorwn ,Ok,e. Rating 6 0 0 0 0 0 B 80 0 ®1� NoB — E3B Q C7 B qg G c Rols E, �c o I—C t > 1 N O i tx ENNO Z O H iAmb Code Administration, Plan Review & Inspection Services CAPRI F. N GI N r GIi I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-124Dkddress: 141 Magnolia Park Trail Services to be provided: Plan Review ❑ Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): eR Izweig(a-),capriengineerinQ com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 ■ Orlando, Florida 32809 ■ (407) 855-1860 ■ Fax: (407) 855-1868 www.capriengineerin coni J The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block STATE OF_ COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc._ Print Corporation N (Signature) / Print (/ Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced L' Signs re of Notary Notary Public: NOTARY STAMP BELO My commission expires: Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: ?fir MELISSA LYZETTE CORTES .� MY COMMISSION # DD506923 nto EXPIRES: Jan.16,2010 (bl' 39"163 Florida Notary9emcc.eom r' Code Administration, Plan Review &Inspection Services CAPRI C N GI N L r R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-lUkddress: 141 Magnolia Park Trail Services to be provided: Plan Review ❑ Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering, LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elg zweig(a,caprien ing eeringcom Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 ■ Orlando, Florida 32809 ■ (407) 855-1860 ■ Fax: (407) 855-1868 www.capriengiiieerinp,.com The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No. Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of ,20 personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc. Print Comoration ame Print U Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Type of identification produced ce '' Mellisa Cortes: Signature of Notary Print Name: _ Notary Public: NOTARY STAMP BELr26i My commission expires: MELISSA LYZETTE CORTES MY COMMISSION N DDS069Z3 EXPIRES: Jam16,2010 140'n 39"153 Florida Notary SarAoo.00m I ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO _ BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) CONCRETE OR MASONRY OPENING BY OTHERS a ° c W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK _\ BY OTHERS a CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT DISclaimer: The purpose of this installation drowing is to present the monufocfurers recommendotions for anchorage (i.e.. concrete screws, wood screws, nits and Vulkem stnrckAal adhesive) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. Section 1707.4.4. AAnchorage Methods. Recommendations regarding flashing. sealing. sealants or other joint seOlont practices E does not conslitule a worronly either expressed or implied. B.W. (BUCK WIDTH) EMBED MIN. EMBEDMENT ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER (NOTE 6 & 7> (NOTE 12) o INSTALLATION ANCHOR SHIM AS REQ'D. Anchor 3/16' DIA. TAPPER (NOTE 12) 1/4' MAX. E Location SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL 1 MIN. PRECAST SILL BY OTHERS SECTION A —A W.W. A VIEWED FROM A B C EXTERIOR D E J B K B W.H. F - G H It a_1 ELEVATION RIGID VINYL (SEE NOTES) Above GLAZING BEAD Meeting (TYP.) Rai(. GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER & WOOD BUCK CAULK W W BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS v .7 (WINDOW WIDTH) STUCCO BY OTHERS CAULK BETWEEN] WOOD BUCK & SECTION B—B MAS'Y. OPENING IN IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor ___N Location Beta. ANCHOR INSTALLATION INSTRUCTIONS Meeting Rail. AEGENERAL: 0 BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A —A (ALTERNATE) For installation with two by with or w/o one by wood bucks. rr urn REV DESCRIPTION Vo z / REVISED ANCHOR LOCATION 0 w IN JAM13 OF SIZE 37 NO Q W j 7 CHANGE IN OUANTITY. ADDED DISCLAIMER AND I E a CLARIFIED LOCATION OF r'' g JAMB ANCHORS. & 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE N4IL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] SATE IN I FLORIDA EXTRUDERS' 2540"JEw NAL, INC. TT LANE 4/23/04 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 _ _SANFORD, FLORIDA __ TITLE: INSTALLATION DETAIL 7/29/04 RJA SGL. HUNG FLANGE WINDOWS__ SERIES 1000, 1500 & P000 DRAWN BY: BB APPROVED BY:RJA DATE: 7/29/04 SCALE: N T S1 DWG.: FLEX0016, SHT 1 _O/ TAPPER LOCATION CHART BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB CALL 30Psf TO 40Psr 41 PsF TO 70PSF 30PsF TO 40PSF 41 Psv TO 70PsF SIZE SIZE 12 18 1/8 X 25 B B F.G F,G F.G F,G 13 18 1/8 X 37 3/8 6 8 B B F,G F,G 14 18 1/8 X 49 5/8 8 B F,G F,G 145 18 1/8 X 55 1/4 B B F,G F,G 15 18 1/8 X 62 B B F,G F.G,H.1 16 18 1/8 X 71 X 83 6 6 F,G F.G,J,K 17 18 1/8 6 B F'G f,G 1 H2 25 1 /2 X 25 B B F'G F.G 1 H3 25 112 X 37 3/8 B B F,G F,G,H,I I H4 1 H45 25 112 X 49 5/8 25 112 X 55 1/4 6 B F,G F,G,H,I 1 H5 25 112 X 62 B 8 F'G F,G F'G'H'1 F,G,H,I 1 H6 1 H7 25 112 X 71 25 112 X 83 B 8 B B F,G,J,K F.G.J.K _ 30 1/2 X 26 29 1/2 X 25 8 8 F,G F,G F,G F, G 30 1/2 X 38 3/8 29 1/2 X 37 3/8 8 8 8 F,G F, 30 1/2 X 50 5/ 29 1/2 X 49 5/8 B B F G F,G,H,1 30 112 X 56 1/4 29 112 X 55 1/4 8 8 F,G F,G,H,1 30 1/2 X 63 29 1/2 X 62 B B 8 F, F,G,H,1 30 112 X 72 29 112 X 71 8 B F,GJK F,G,K J , 30 112 X 84 29 112 x 83 36 x 258 B F,G 22 23 36 x 37 3/8 B 6 F'G F,G F'G F.G,H,I 24 245 36 x 49 5/8 36 x 55 1/4 B B 8 B F,G F,G,H,1 25 36 x 62 B 6 B F,G,H,I F.G.H.1 F,G,H,1 D,E,F,G,H,1 26 36 x 71 36 83 B B 6 FGJK F,G,H,I,J,K 27 42 x 26 x 41 x 25 B B F,G F,G F,G F,G,H,1 42 x 38 3/8 41 x 37 3/8 8 B B F,G F,G,H,1 42 x 50 5/8 41 x 49 5/8 41 55 1/4 B B 8 F,G,H,I F,G,H,I 42 x 56 1/4 42 x 63 x 41 x 62 8 8 F,G,H,1 D.E,F,G,H,1 42 x 72 41 x 71 8 8 F,G,H,1 D,E,F,G,H,1 42 x 84 41 x 83 6 6 FGJK F,G,H,I,J,K 48 x 26 47 x 25 6 A•C A,C F,G F,G F,G F,G,H,1 a8 z 38 3/8 47 x 37 3/8 B 8 A,C F,G F,G,H,I 48 x 50 5/8 47 x 49 5/8 B A,C F,G,H,1 F,G,HJ 48 x 56 1/4 48 63 47 x 55 1/4 47 x 62 B A,C F,G,H,1 D,E,F,G.H,1 x 48 x 72 47 x 71 8 A,C F,G,H,1 D,E,F,G,H,1 48 x 84 47 x 83 B A,C F,G,J.K D,E,F,G,H,I,J,K 32 52 1/8 X 25 6 A,C A,C F'G F,G F,G,H,1 33 34 52 1/8 X 37 3/8 52 1/8 X 49 5/8 B 6 A.0 F•G•H'1 F,G,H,1 345 52 1/8 X 55 1/4 B A,C F,G,H,1 D,E,F,G,H,1 35 52 1/8 X 62 6 A,C F,G,H,1 D,E,F,G.H,1 36 52 1/8 X 71 B A,C F,G,H,1 D,E,F,G.H,1 • 37 1 52 1/8 X 83 1 8 A,C F,G,J,K D,E,F,G,H,I,J,K • 37 SIZE NOT AVAILABLE IN 1000 OK 15UU JtKItJ. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (coot.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.)'OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES (1) 18 1/8 x 62 AND (2) 30 1/2 x 84: a) LIMIT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND 1. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. MEWED FROM EXTERIOR (ANCHOR LOCATIONS) W.W. FA B C D J W.H. F H ELEVATION K #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK - SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 16A) IF A TWO BY & ONE BY WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION B-B), THEN # 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK WILL BE USED AND THE ONE BY WOOD BUCK WILL BE SECURED TO THE TWO BY WOOD BUCK AS REQUIRED IN NOTE 6 & 7. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) 1F EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. `' FLORIDA EXTRUDERS 12540NATIONALJEWETT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA p TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS -- SERIES 1000 , 1500 & 2000 DRAWN BY: R JA -� APPROVED BY: R JA DATE:7/29/04 ISCALE: NTSIDWG.:FLEX0016, SHT 2 OF 2 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT GLAZIl' (SE( PERIMETE CAUL BY OTHU INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS SHEATHING BY OTHERS ---� A r I' MIN. EMBEDMENT (WOOD SCREW) TWO BY WOOD BY OTHERS SHIM AS REQ'D- (SEE NOTES) —WINDOW WIDTH SHIM AS REQ'D- (SEE NOTES) GLAZING (TYP.) —> (SEE NOTES) 1/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP-) �cSEE NOTES) I / q - MHx. Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for SHIM SPACE onchoroge (i.e-, wood screws and noils) to achieve the design pressure specified on the fenestration product TWO $ Y WOODos required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding BY OTHERS flashing. seating, sealants ar other joint sealant practices does not constitute a warranty either expressed at implied. I' MIN. EMBEDMENT (WOOD SCREW) I SHEATHING BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME & SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK n8 WOOD SCREW SHOWN BY OTHERS STUCCO BY OTHERS ANCHOR SPACING (SEE BELOW WINDOW HEIGHT I N TYPE INDOW FRAME LL ANCHOR SPACING (SEE BELOW) FWINDOW__ WIDTH A--, SECTION B-B EQUALLY SPACE ANCHORS (TYP.) LT MAX. YP.) 6" MAX. (TYP-) MARBLE SILL ELEVATION STOOL BY OTHERS VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) CAULK BETWEEN � L WINDOW FIN SHEATHING J & SHEATHING BY OTHERS 1 MIN. EMBEDMENT SECTION A —A (WOOD SCREW) WOOD SCREW 24' O.C. MAX. (TYP.) TWO BY WOOD --------------- BY OTHERS NAIL: 7" O.C. MAX. FOR JAMBS AND 10" O.C. MAX. FOR HEAD & SILL WP, as RE 6 O 5 Z Ix C 0 W 0 N Z av ,QEC 1 6 2004 l.JT r' W 1 1 � a 05 IrL, IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER. PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) DESCRIPTION DATE IN I NATIONAL, INC. FLORIDA EXTRUDERS' 2540 JEw TT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA REVISED NOTE 6. REVISED NOTE 7 AND TITLE TO REFLECT NAIL ALTERNATE. 12/10/03 RJA TITLE: INSTALLATION DETAIL W/08 SCREWS OR NAILS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 ADDED DISCLAIMER. 7/29/04 jRJA DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2' #8 WOOD SCREW INSTALLATION ANCHOR CHART #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMB CALL WINDOW HEAD & SILL EACH JAMB CALL WINDOW S I Z E SIZE SIZE SIZE UP TO 70 PSF UP TO 70 csF UP TO 70 PSF UP TO 70 PSF 2024 23 1/2 X 27 1/2 2 2 2 12 13 t8 t/8 x 25 18 1/8 X 37 3/8 2 2 2 3 2030 23 1/2 x 35 1/2 2 2 3 14 18 1/8 X 49 5/8 2 3 2838 23 i/2 x a3 1/2 2 3 145 t$ 1/8 X 55 t/a 2 3 r 2040 23 1/2 X 47 1/2 2 3 15 18 1/8 X 62 2 4 2044 23 1/2 X 51 i/Z 2 3 16 18 1/8 X 71 2 4 2050 23 1/2 X 59 1/2 2 4 17 18 t 8 X 83 2 iH2 25 1/2 X 25 2 2 2 3 2060 2070 23 1/2 X 71 1/2 23 1/2 X 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 2 2 IH3 1H4 25 1/2 x 37 3/8 25 1/2 X 49 5/8 2 2 3 } 2430 2438 27 1/2 X 35 1/2 27 1/2 X 43 1/2 2 2 3 1H45 25 1/2 X 55 1/4 2 3 4 2440 27 t/2 X 47 1/2 2 3 3 1H5 1H6 25 t/2 X 62 25 1/2 X 71 2 2 4 1 2444 2450 27 1/2 X 51 t/2 27 1/2 X 59 1/2 2 2 3 iH7 25 1/2 X 83 2 2 2 2460 27 1/2 X 71 1/2 2 4 30 1/2 x 26 29 1/2 X 25 2 2 3 t 2470 27 1/2 X 83 112 2 4 30 1/2 x 38 3/8 29 1/2 X 37 3/8 3 2824 31 1/2 X 27 1/2 2 2 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 I 2830 31 1/2 X 35 1/2 2 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4 2838 31 1/2 X 43 1/2 2 3 30 1/2 x 63 29 1/2 X 62 2 2 4 2838 31 1/2 X 47 1/2 2 3 30 1/2 x 72 29 1/2 X 71 2 i 2844 31 1/2 X 51 1/2 2 3 30 t 2 x 84 29 t/2 X 83 2 2 2850 31 1/2 X 59 1/2 2 3 22 36 X 25 2 3 2860 31 112 X 71 112 2 4 23 36 X 37 3/8 2 2870 31 1/2 X 83 1/2 2 4 24 36 X 49 5/8 2 3 3024 35 1/2 X 27 1/2 2 2 245 36 x 55 1/4 2 4 3030 35 1/2 X 35 1/2 2 2 25 36 X 62 2 4 3038 35 1/2 X 43 1/2 2 3 3 26 27 36 X 71 36 X 83 2 3040 3044 35 1/2 X 47 1/2 35 1/2 X 51 1/2 2 2 3 42 x 26 41 X 25 3 2 3 3050 35 1/2 X 59 1/2 2 3 42 x 38 3/8 at X 37 3/8 3 3 3060 35 1/2 X 71 1/2 2 4 42 x 50 5/8 41 X 49 5/8 3 3 3070 35 1/2 x 83 1/2 2 4 42 x 56 1/4 41 x 55 1/4 3 3 4 3424 39 1/2 X 27 1/2 3 2 42 x 63 41 X 62 3 4 3430 39 1/2 x 35 1/2 3 2 42 x 72 42 x 84 al x 71 41 x 83 3 4 3438 39 1/2 X 43 1/2 3 3 3 2 3440 39 1/2 x 47 1/2 39 1/2 X 51 1/2 3 3 3 3 48 x 26 48 x 38 3/8 47 X 25 47 x 37 3/8 3 3 3444 3450 39 1/2 x 59 1/2 3 3 48 x 50 5/8 47 x 49 5/8 3 3 3 3460 39 1/2 X 71 1/2 3 4 48 x 56 1/4 47 x 55 1/4 3 3470 39 1/2 x 83 1/2 3 4 48 x 63 47 x 62 3 3 4 3824 43 1/2 X 27 1/2 3 2 2 48 x 72 48 x 84 47 X 71 47 x 83 3 4 3830 43 1/2 X 35 1/2 3 3 3 32 52 1/8 X 25 3 2 1 3838 3840 43 1/2 X 43 1/2 43 1/2 X 47 1/2 3 3 33 52 1/8 x 37 3/8 3 3 3 3844 43 1/2 X 51 1/2 3 3 3 34 345 52 1/8 x 49 5/8 52 1/8 X 55 1/4 3 3 3 3850 3860 43 1/2 x 59 1/2 43 1/2 X 71 1/2 3 3 4 35 52 1/8 X 62 3 4 3870 43 1/2 x 83 1/2 3 4 36 52 1/8 X 71 52 1/8 X 83 3 3 4 4 4024 47 112 x 27 112 3 2 37 1 1 37 SIZE NOT AVAILABLE IN t000 OR 1500 SERIES 4030 47 1/2 X 35 1/2 3 2 3 4038 47 1/2 X 43 1/2 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 112 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 4070 47 1/2 X 83 1/2 3 4 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS Cont. #8 WOOD SCREWS: 14) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF i" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE IAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 22) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, 2540"EWE T 'LANE to B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS D SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 2000 DRAWN BY:BB APPROVED BY:RJA DATE:7/29/04 SCALE: NTS I DWG.: FLEX0026 SHT 2 OF 2 CONCRETE OR ! MASONRY OPENING BY OTHERS ONE BY WOOD 'BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE D & WOOD BUCK r _ STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) W .H. (WINDOW HEIGHT) PERIMETER CAULK BY OTHERS 0 a CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV'D. EQL. INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS Q 1-1/4' MIN. EMBEDMENT SHIM AS REQ' 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME v v PRECAST SILL BY OTHERS SECTION A -A B.H. (BUCK HEIGHT) Disclaimer. The gistopresentthe purpose of this installation drowin manufacturer's recommendations for anchorage (i.e.. concrete screws, B.W. 1-1/4' MIN. EMBEDMENT CONCRETE DR MASONRY OPENING wood screws, nods and Vulkem structural adhesive) to achieve the design (BUCK WIDTH) BY OTHERS pressure specified on the fenestration product as recpjked by Florida SHIM AS RE Q' D. Building Code, Section 1707.4.4. Anchorage Methods. Recommendations does 1 / 4' MAX. 1> INSTALLATION ANCHOR regordrng flashing, sealing, sealants or other joint sealant practices (SEE NOTES) TA 3 / 16' D I A. TAPPER R not constitute a warranty either expressed or implied. (NOTE 12) C GLASS (TYP.) ------- ------- --- ---- -- - -- ------- (SEE NOTES) RIGID VINYL GLAZING BEAD SECTION B-B Q ---.—ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) FLANGE TYPE WINDOW FRAME CAULK BETWEEN CAULK BETWEEN WINDOW FLANGE & WOOD BUCK a WOOD BUCK & PERIMETER CAULK BY OTHERS MAS'Y. OPENING W W W.W. (WINDOW WIDTH) BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES STUCCO BY OTHERS AThese notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS � ~ 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". /2) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE / Q B CAULK OR APPROVED EQUAL APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S [� LJ RECOMMENDATIONS_ 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. SEE NOTE 16 FOR 4) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. TAPPER SPACING 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS // SEE x10 GENERAL: WOOD SCREW SPACING 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4- FROM EACH CORNER AND 8" ON CENTER IT USE A HARDENED 'T-NAIL" WITH A 0.097" DIAMETER 1 AND 1 3/8' LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 'h" LENGTH (3/4' EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER + THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (l 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF A NOTE 6. 6- MAX. (T YP.) 8) ALL INSTALLATION ANCHORS MUST BE MALE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR SEE NOTE 15 FOR #8 WS WITH TAPPER THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE SEE NOTE 19 FOR Y 10 WOOD SCREWS CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. ELEVATION 1 ALL ODFIELDS SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL I E MENT IN DIAMETER 10) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS. 11) 1F WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). VIEWED FROM EXTERIOR INSTALLATION FOR TAPPERS PER NOTES 14, 15 & 16. OUANTITIES FOR TAPPERS PER CHART ON SHEET 2. INSTALLATION FOR # 10 WOOD SCREWS IN STRUCTURAL BUCK PER NOTES 18 & 19. (r W n a rn 00 ;Z 0 W W , , C 1 6 2004 wa mQ O � 3/16- DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTUAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR QUANTITIES CHART. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR FIXED WINDOW SIZES OF 65 x 50 5/8, 65 x 56 1/4, 65 x 63, 65 x 72, 65 x 81 AND 96 x 12: a) LIMIT TO 60 PSF , OR b) INSTALL ONE ADDITIONAL FASTENER IN THE HEAD OVER CHART REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION B REVISED NOTES 3, 6, 7 AND 8. ADDED NOTE 26. ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. C I ADDED DISCLAIMER DATE I INI 12/19/03 R J A 7/29/04 IRJA Na INTERNATIONAL, INC FLOIDA EXTRUDERS 2540 JEWETT LANE CERTIFICATE: DF AUTHORIZATION NO. 9235 SA N FO R D FLORIDA TITLE: INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY:BB APPROVED BY: RJA /0010 TE:7/29/04 (SCALE: NTS IDWG.: FLEX0018 SHEET I —t3 TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 19 I/Bx 12 Is I/8xtl t t t t t I t91/808 161/807 t t t t 1 + 191/8x26 181/8x25 1 1 1 1 f 1 191/802 181/801 f t 1 t I t 19 1/8x38 3/8 18 1/807 318 I t I t 1 1 19Il8x44 181l6x<3 I + 1 1 1 + 19 I/8x50 5/8 18 1/6x49 5/8 1 1 1 1 1 1 19 t/8x56 1/4 18 1/8x$5 114 1 I t 1 I 1 191/8x63 181/8x62 I 1 t I t I 191/8x72 181/8x71 1 1 I t I 2 19 1/8x84 18 t/8x83 I 1 t 1 2 2 191/8x96 181/8x95 t 1 I 2 2 2 261nxI2 25 I12xII I I 1 + + + 26 Inx18 25l2x17 I 261/2x26 25112x25 I + + 1 t 4 26IRx32 25I/2x3t I I 1 I t + 26 1/208 3/8 25 tnx37 318 t 1 1 1 1 + 261/2x44 251/2x43 I t 1 + t 1 26 1/2x50 5/8 25 I/2x49 518 1 1 1 1 1 2 26 IRx561/4 251/2x55114 1 1 1 1 2 2 26112x63 251/2x62 1 1 + 1 2 2 261/2x72 251/2x71 1 t + 2 2 2 26112x84 251/2x63 1 1 1 2 2 2 26112x96 251/2x95 1 t + 2 2 3 3202 3/xll 1 t 1 t t I 32xt8 31xI7 1 1 t t I 1 32x26 31x25 t t 1 I 1 1 32x32 3101 t 1 f t + I 32x38 318 3107 318 1 + 1 1 1 1 32x44 31x43 1 1 t t 1 2 3240 518 31x49 518 1 1 I t 2 2 32x56114 31x55114 1 ( 1 f 2 2 32x63 31x62 I 1 1 2 2 2 3202 31x71 1 / / 2 2 2 32x84 31x83 t 1 1 2 2 3 32x96 31x95 1 1 t 2 3 3 37xt2 36x11 1 1 T t I t 37xt8 36xt7 1 37x26 36x25 1 1 I 1 1 1 37x32 36x31 1 I + 1 t 1 1 3708 3/8 36x37 318 1 I 1 1 1 1 37x44 36x43 I I I I 1 2 37x50 5/8 36x49 5/8 t + 1 1 1 2 2 37x561/4 36.551/4 1 1 t 2 2 2 37x63 36x62 I 1 1 2 2 2 3702 36x71 1 I 1 2 2 3 37x84 36x83 1 1 1 2 3 3 37x96 36x95 1 1 1 2 3 3 44x12 43xII t 44x18 43x17 1 t T I t t 44x26 43x25 1 S I t I 1 4402 43x31 I 1 I t 1 t 4408 3/8 4307 3/8 1 1 1 1 t 2 44x44 43x43 I I t 1 2 2 4460 5/8 43x49 518 1 1 I 2 2 2 44x56 f/4 43x55 1/4 1 1 I 2 2 2 44x63 43x62 I 1 t 2 2 3 44x72 4301 1 1 I 2 3 3 44x84 43x83 t I 1 2 3 3 44x96 43x95 1 1 1 3 3 4 TAPPER INSTALLATION CHART FOR FIXED WINDOWS TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB TIP 70 TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 6t PSF TO 70 PSF 531/Sx12 521/SxII t t t I 1 t 108x/2 107xII 1 t 2 1 1 1 531/SxIS 521/8x17 1 1 1 1 I + 10808 t07x17 2 2 2 1 1 1 531/8x26 521/8x25 1 2 2 1 1 t 108x26 107x25 2 3 3 1 2 2 53118x32 1 521/8x31 1 2 1 2 1 t + 10802 10701 3 3 4 2 2 2 1/8x38318 52 t/8x37 318 1 2 2 1 2 2 108x38 3/8 107x37 318 3 4 4 2 2 2 31/8x44 521/Sx43 1 2 2 1 2 2 120xt2 119x11 1 2 2 1 1 1 1/8x50 5!852 r 1/8x49 518 1 2 2 2 2 2 120xt8 119x 17 2 2 2 1 t 1 1/8x56 1 44 52 //8x55 114 1 2 2 2 2 3 120x26 I I9x25 2 3 3 1 2 2 31/8x63 52I/Sx62 1 2 2 1 2 3 3 12002 119x31 3 4 4 2 2 2 53 I/8x72 52 I/Bx71 1 2 2 2 3 3 120x38 318 1 11907 3/8 1 3 1 a 5 12 12 13 53 VBx84 52 I/8x83 1 2 2 3 3 4 IMPORTANT INFORMATION &GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (coat.) 3/16' DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (cont.): 15) #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO NON-STRUCTURAL OI WOOD BUCK SHALL BE PLACED 6" FROM EACH CORNER OF THE HEAD AND JAMBS. 16) THE REQUIRED NUMBER OF TAPPER INSTALLATION ANCHORS (SEE CHART) SHALL BE SPACED EVENLY (+/- BETWEEN THE #8 WOOD SCREW CORNER FASTENERS. 17) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 18) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE 0I( SCREWS (ANSI B1.8.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOC 19) #10 WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW ON SH a) SERIES 1000 & 2000 - HEAD: i) 30 TO 45 psf: 6" MAX FROM CORNER & 18" O.C. MAX. i) 46 TO 60 psf: 6' MAX FROM CORNER & 14" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 12' O.C. MAX. 6) SERIES 1000 - IAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 15" O.C. MAX. i) 46 TO 60 psf: 6" MAX FROM CORNER & 12" O.C. MAX. iii) 61 TO 70 psf: 6' MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - )AMOS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20" O.C. MAX. i) 46 TO 60 psf: 6' MAX FROM CORNER & 15" O.C. MAX- iii) 61 TO 70 psf: 6' MAX FROM CORNER & 14" O.C. MAX. 20) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 21) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE I5 NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLA USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'0. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 53 1/8x% 52 11Bx95 1 2 2 3 4 5 64x12 63x/I I 1 1 I I I 64x18 63x17 1 1 2 1 1 1 64x26 63x25 1 2 2 1 1 1 6402 6301 2 2 2 1 1 1 64x38 318 6307 3/8 2 2 2 1 2 2 64x4 63z43 2 2 2 2 2 2 64x505 /8 63xe95/8 z z z z z 3 64x56 1/4 63x55 114 2 2 2 2 3 3 64x63 63x62 2 2 2 2 3 3 64x72 63x71 2 2 2 3 3 1 4 64x81 63x80 2 2 2 3 4 4 72x72 7101 2 3 3 3 4 4 7402 73xI t I I I I I 1 7408 7307 1 2 2 1 1 1 74x26 73x25 2 2 2 1 1 1 74x32 7304 2 2 3 1 1 2 74x38 318 73x37 3(8 1 3 3 t 2 2 74x44 73x43 2 3 3 2 2 2 74xso 5/8 73x49 518 2 3 3 2 2 3 74x56 1/4 73x55 114 2 3 3 2 3 3 74x63 73x62 2 3 3 2 3 4 8402 8301 1 1 / 1 1 1 8408 83xl7 1 2 2 1 1 1 84x26 83x25 2 2 2 1 1 1 84x32 83x31 2 3 3 1 1 2 2 84x3e 3/8 83x37 318 z 3 3 t 2 2 84x44 83x43 3 3 4 2 2 2 84x5o 5/8 83x49 518 3 3 4 2 2 3 83x55 t/1 3 3 4 z 3 3 95x11 1 1 r 95x17 1 2 2 1 1 I 95x25 2 2 3 1 1 2 9501 2 3 3 1 2 2 9608 3M 95x37 3M 3 3 4 2 2 2 96x44 95x43 3 a 4 z 2 2 96x50 SIB 95.49 5/8 3 4 5 2 3 3 IF BY 2") WOOD D BUCK. :ET ►): LION, fHE L3)l-VI"IYl1CJ VVI In I,fINr I CK 1/ 3C1.11"13 1/W.-t.`t.l fVK W`I%_"VKl1`IV KC%4VIKCI"ICI\I-)NNU 1/V/.Y.9.L t'VK MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002. 26) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. Ev FLORIDA EXTRUDERS 12540NJEWETT LANE ATIONAL, INC A SANF'ORD FLORIDA OF AUTHORIZATION NO. 9235 B TITLE: INSTALLATION DETAIL W/ ONE BY BUCK C FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: NTS I DWG.: FLEX0018 SHEET 2 OF 2 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING SHEATHING J BY OTHERS SECTION I' MIN. WINDOW WIDTH SHIM AS REO�D EMBEDMENT Disclaimer: The purpose or this installation drawing is to present 1 �4" MAX. {SEE NOTES) (WOOD ME N T the monvfoctvrers recommendations far anchorage (i.e., wood FRAMING screws and noes) to cchie�e the design pressure specified on the WOOD B Y OTHERS fenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding noshing, sealing, sealants or other pint sealant practices does not AD constitute a worronty either expressed or implied. " GLAZII` (SEE NOTES) 1'MIN. EMBEDMENT (WOOD SCREW) SHIM AS REO'D. (SEE NOTES) l/4' MAX. SHIM SPACE BUCK I HEIGHT WINDOW I HEIGHT FIN TYPE WINDOW FRAME FIN TYPE WINDOW FRAME GLAZING (SEE NOTES) EXTERIOR ELEVATION VIEWED FROM EXTERIOR HEAD, SILL & JAMB ANCHOR SPACING PERIMETER CAULK BY OTHERS ANCHOR SPACING (SEE BELOW) SECTION B - B WOOD FRAMING BY OTHERS SHEATHING BY OTHERS 1' MIN. EMBEDMENT (WOOD SCREW) INSTALLATION ANCHOR 48 WOOD SCREW SHOWN CAULK BETWEEN WINDOW FIN & SHEATHING EXTERIOR FINISH BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS EQUALLY SPACE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD ANCHORS (TYP.) BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". tAPPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED B EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME FULL BEARING BETWEEN THE SHIM 6' MAX. (TYP.) I WOOD SCREW _ - TO 70 PSFD.P.: _ 24' O.C. MAX. - SHIM AS REQ'D. NAIL - 46 PSF TO 70 PSF D.P.= 7' O.C. MAX. 1/4' MAX. (SEE NOTES) NAIL - TO 45 PSF D.P.: 10' O.C. MAX. TWO BY WOOD BY OTHERS rr ., W n a o' a O ci '^ z — in < W _DEC 1 6 2004 � J tr W W Q Irt- REV DESCRIPTION C REVISED NOTE 7. REVISED NOTE 8 AND TITLE TO REFLECT NAIL ALTERNATE D ADDED DISCLAIMER. SUBSTRATE AND WINDOW FRAME ARE REQUIRED. r 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1000 SERIES PICTURE WINDOW. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INI FLORIDA EXTRUDERS INTERNATIONAL, 2540JEWETT LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#III WOOD SCREW 7/29/04 R JA FIXED FIN WINDOW - SERIES 1000/2000 DRAWN BY: B B APPROVED BY: R JA OR NAILS DATE:7/29/04 SCALE-.N. T. S.IDWG.:FLEX0030 SHEET I OF IMPORTANT INFORMATION & GENERAL NOTES (cone.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 8) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 9) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 10) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS -' 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 12) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 13) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 14) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO TIE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: 46 PSF TO 70 PSF D.P., 7" O.C. SPACING FOR HEAD, SILL & JAMBS. TO 45 PSF D.P., 10" O.C. SPACING FOR HEAD, SILL & JAMBS. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR THE FOLLOWING WINDOW SIZES: a) TO 52 1/8" x 95 b) TO 63" x 80" c) TO 73" x 71" d) TO 83" x 55 1/4" e) TO 95" x 49 5/8" Q TO 119" x 37 3/8" DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. EV U FLORIDA EXTRDERS INTERNATIONAL,2540 A JEW TT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B C TITLE: INSTALLATION DETAIL W/##8 WOOD SCREW OR NAILS FIXED FIN WINDOW - SERIES 1000/2000 D DRAWN BY: R JA APPROVED BY: R JA [6'ATE:7/29/04 SCALE: N. T. S. DWG.:FL.EX0030 SHEET 2 OF 2 J SHEATHING BY OTHERS STUCCO. OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D (SEE NOTES) —CAULK BETWEEN DOOR FLANGE & SHEATHING / CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE a D n INSTALLATION ANCHOR a8 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. SEE NOTE 20) LIBERALLY APPLY CAULKING J UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1). INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) 1-1/8' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED — (SEE NOTE 2). ---*—DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE DOOR HEIGHT EMBEDMENT D n 1-1/4' MIN. D N INSTALLATION ANCHOR Wo 3/16' DIA. TAPPER a " (NOTE 15) N z OfW CONCRETE OR o Z Q LJ MASONRY OPENING BY OTHERS • ,J D: a ED SECTION A -A L- TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 1'/4' MAX. SHIM SPACE 1-1/8 MIN. EMBEDMENT TWO BY WOOD BY OTHERS (NOTE 6) SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) (NOTE 21) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR 08 WOOD SCREW (NOTE 21) STUCCO OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED GLASS (TYP.) / CAULK BETWEEN HOOK STRIP & WOOD BUCK 1 1/8' MIN. E BEDMENT (TYP.) 3/4' MAX. SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK HDIK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., concrete screws and wood screws) to achieve the design pressure specified on the C fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding Hashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL 1N BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL )DINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, IAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE B REVISED "DIES T. 2. 3. 6.11. 20. 25 : 30 NO ADDED AND/OR 12/ 18/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA REVISED RELATED RVERENCES AND/OR ILLUSTRATIONS. ADDED MOTE 20 AND RELATED ILLUSTRATIONS. TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 DEC 1 6 2 y RENUNDERED MOTES a TO +D a 21 TO 29 AMD REVISED REFERENCES uESE NOT R REVISED ZAPPERS NOORR FRAME INSTALLATION WITH #8 SCREWS 9Ox■ 3-PANEL DOORS. C ADMD DISCINMER. 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA ATE: 7/29/04 SCALE: NTS DWG #: FLEX0027 SHI I OF ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (#8 WS) HOOK STRIP (#8 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (D1) 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 1 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 1 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 (D1) 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 1/8 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 1 8 10 (D2) 11 (D3) 8 8 9080 OXO 109 1/8 x 96 12 12 12 1 6 6 6 10 10 12080 OXO 145 118 x 96 14 14 14 7 8 D1 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 18 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 D1 8 8 15068 XXX 178 5/8 x 80 16 16 16 1 8 10 (D2) 11 (D3) 8 8 9080 XXX 106 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 518 x 96 14 14 14 7 8 D1 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 17 8 11 (D3) 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 5/8 x 80 14 14 14 1 7 7 8 D1 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 (D1) 12 (D3) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 D1 9 132 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (D5) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (D1) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 (D2) 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 19 22 10 (D1) 13 (D4) 16 (D7) 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 7 7 8 D 1 8 8 16068 XXXX 189 114 x 80 16 16 16 9 (D1) 10 (D2) 12 (D4) 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 132 10 10 16080 XXXX 189 114 x 96 16 16 19 9 (D1) 12 (134) 13 (D5) 10 10 100100 XXXX 117 1/4 x 120 12 12 1 12 1 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 1 14 1 7 8 D1 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 18 1 21 1 10 (D2) 13 (D5) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. i 3) "D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "04" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "136" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "137" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. I 9) LOCATION OF ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL B. SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED. C. LOCATIONS IN SILL OTHER THAN AS LISTED IN A & & IMPORTANT INFORMATION & GENERAL NOTES (comet.) GENERAL INSTALLATION INSTRUCTIONS (cont.) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) 1F WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 15) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 17) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 18) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 19) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 20) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG' OR 'FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD, 3AMBS AND POCKET DOOR HOOK STRIP): 21) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8" MIN, EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 22) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 23) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 24) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 25) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #8 WOOD SCREW (1 1/8" MIN. EMB.) INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 26) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 2NG7) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE- 28) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. EV FLORIDA EXTRUDERS'2540"JEWETT LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 C FRAME INSTALLATION WITH 48 SCREWS DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE:NTS DWG #:FLEX0027 SHEET 2 OF 2 r CAULK BETWEEN WOOD BUCK 9. MAS'Y. OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE — & WOOD BUCK PERIMETER CAULK BY OTHERS STUCCO — BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS SHIM AS RE Q' D (SEE NOTES> v INSTALLATION ANCHOR 118 SCREW WOOD (TYP. WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES RERUIRED _ (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE n n_ A INSTALLATION ANCHOR no WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REW D ' SEE NOTE 22) — LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). ornrllQrll (SEE NOTE I). e INSTALLATION ANCHOR 7 tf8 WOOD SCREW (TYP. WHERE TAPPERS ARE NOT ONE BY WOOD REO'D. - NOTE 22) BUCK BY OTHERS / (NOTE 11 & 12) l 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKINi REQUIRE (SEE NO A SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE A DOOR HEIGHT 1/4' MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT o ONE BY WOOD BUCK BY OTHERS (NOTE 11 & 12) CAULK BETWEEN 4 WOOD BUCK & MAS'Y• OPENING BY OTHERS SHIM AS REQ'D. (SEE NOTES) 2X4, 2X6, OR 2X8 WDOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR t18 WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES) SLIDING GLASS DOOR HOOK STRIP C1 CONCRETE OR MASONRY OPENING BY OTHERS CAULK I3E T WEEN HOOK STRIP & WOOD BUCK 1 1/8' MIN — EMBEDMENT (TYP.) 4 Q a 7METER '3 INSTALLATION ANCHOR3/16' DIA. TAPPER (NOTE 17)3/4' MAx TEMPaCAULK BETWEEN(TYPODOR FLANGE& WOOD BUCK TEMPERED GLASS(TYP.)PESTUCCO CAULKBY CONCRETE OR H K BY OTHERS OTHERS MASONRY OPENING BY OTHERS STRIP DETAIL _ SLIDING GLAS1 DOOR -- S.G.D. WIDTH STUCCO INTERLOCK BY OTHERS Disclaimer. The purpose of this installation drowing is to present the manuloctu(er's recommendohons kx j� anchorage (i.e.. concrete screws. wood screws and nails) to achieve the design pressure specified on the — j� 1) fenestration prodvcl as required by Florida Building Code. Section 1707.4.4. Anchoroge Methods SECTIONB C Recommendations regarding flashing. seoling. sealants or other joint sealant proct,ces does not constllute o warranty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. r+ EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & IAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & I BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 81 WHERE "X" REPRESENTS MOVING PANEL AND "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. [SEE.SHEET FOR CONTINUATION OF NOTES) ° EMBEDMENT J W t` a d DESCRIPTION OAT_[; IN RE 1-I/4' MIN 66 B R�VIsrONOTES T.2.3.6. rr. i2. AND ADDED 12/LET/o3RJf Z r 13. 16. 22. 23 & 31 INSTALLATION ANCHOR Ix f Z dj rv+D/OR REVISED RELATED REFERENCES AND/OR 4Er/STRAUONS REMWBERED NOTES 6 TO 10 AND 3/16' DIA. TAPPER Q - REVISED REFEREREVISED TAP R THESE N-P& REVISED TAPPERS FOR 90., (NOTE 17 > I! 1 6 2004 J t/ s - 1 Na DOORS CONCRETE OR ADDED DISCLAIMER 7129104 R J, MASONRY OPENING BY OTHERS INTERNATION. INC FLORIDA EXTRUDERS 2540 JEWFIIAL,I.ANr CERTIFICAIE ,Or AUTHORIZATION NO, 9235 SAN FO R I�-�-- I- L0 (Z I - A TITLE SI_.I DING GLASS DOOR 500, 1000 & 2000 MASONRY INSTALLATION WIT14 NON -STI)U(.IURIAI BL)CK_AND TAPPERS - DRAWN UY H APPROVED 13Y RJA - ---- --- --- ---- DATE.7/29/04 SCALE:NTS DWG b:FLLX0021 SIZE_[.I I UI ANCHOR INSTALLATION CHART IMPORTANT INFORMATION & GENERAL NOTES (cont.) REQUIRED QUANTITIES OF ANCHORS HEAD & SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP (tt8 WS) TO 46 PSF 61 PSF TO 61 PSF TO TO 70 PSF Nominal Door Size DooI Size and Confgwation 45 PSF TO TO 60 PSF 70 PSF 60 PSF 70 PSF 4068 XX. Ox. XO 48 x 80 3 3 3 4 4 4 4 8 8 5068 XX, OX. XO 60 x 80 3 3 3 4 4 8 6068 XX, OX. XO 72 x 80 4 4 4 4 4 8 8068 XX, OX. XO 96 x 80 5 6 5 6 5 7 (D 1) 4 4 8 10068 XX OX XO 120 x 80 5 5 10 5080 XX OX XO 60 x 96 3 3 3 5 5 10 6080 XX, OX, XO 72 x 96 4 4 4 5 10 8080 XX, Ox. XO 96 x 96 5 5 5 5 5 5 10 10080 XX OX Xo 120 x 96 6 6 7 (Di) 6 t2 50100 XX, Ox. XO 60 x 120 3 3 3 6 6 12 60100 XX, OX X0 72 x 120 4 4 4 6 6 6 7 (DI) 12 80100 XX OX XO 96 x 120 5 5 8 9068 OXO 109 1/8 x 80 6 6 6 4 4 12068 OXO 145 1/8 x 80 7 7 9 D2 4 4 8 8 15068 OXO 181 1/8 x 80 8 10 (D2) 11 (D3) 9080 OXO 109 1/8 x 96 6 6 6 5 5 10 12080 OXO 145 1/8 x 96 7 8 D1 9 D2 5 5 10 15080 OXO 181 1/8 x 96 8 11 13 5 67 12 00X0 11/8 x 120 6 9 (O2) 6 10 (D3) 6 7 (01) 12 1201201 00 oxo 145 4s 1/8 x 120 4 8 9068 XXX 106 5/8 x 80 6 6 6 4 4 8 12068 XXX 142 5/8 x 80 7 7 8 D1 4 4 8 15068 XXX 178 5/8 x 80 8 10 (02) 11 (D3) 4 10 9080 XXX 106 5/8 x 96 6 6 6 5 5 5 10 12080 XXX 142 5/8 x 96 7 8 D1 9 D2 5 5 t0 15080 XXX 178 5/8 x 96 8 11 (03) 13 5 7 12 90100 XXX 106 5/8 x 120 6 6 6 6 7 120100 XXX 142 5/8 x 120 f 9 (D2) 10 (D3) 6 8 8 10068 OXXO 119 5/8 x 80 6 6 7 D1 4 4 8 12068 OXXO 143 5/8 x 80 7 7 8 D1 4 4 4 8 16068 OXXO 191 518 x 80 9 10 (DI) 12 (03) 4 10 10080 OXX0 119 5/8 x 96 6 6 7 (DI) 5 5 10 12080 OXXO 143 518 x 96 7 8 Dt 9 02 5 5 5 10 _ 16080 OXXO 191 5/8 x 96 9 12 (D3) 14 (D5) 5 12 100100 OXXO 119 5/8 x 120 6 6 7 D1 6 7 01 12 120100 OXXO 143 5/8 x 120 7 1 9 02 10 03 6 6 7 (DI) 7 (D1) 12 160100 OXXO 191 5/8 x 120 10 (D1) 13 (D4) 16 (D7) 10068 XXXX 117 1/4 x 80 6 6 6 4 4 8 8 12068 XXXX 141 1/4 x 80 7 7 8 Di 4 4 4 8 16068 XXXX 189 1/4 x 80 9 (D1) 10 (02) 12 (D4) 4 10080 XXXX 117 1/4 x 96 6 6 7 O1 5 5 10 10 12080 XXXX 141 1/4 x 96 7 8 O1 9 Z 5 5 5 10 16080 XXXX 189 1/4 x 96 9 (O1) 12 (04) 13 (D5) 5 100100 xxxx 117 1/4 x 120 6 6 7 (DIII 6 7 D1 12 120100 XXXX 141 1/4 x 120 7 8 D1 10 D3 6 7 O1 12 12 160100 XXXX 189 1/4 x 120 10 (02) 13 (D5) 15 (D7j 6 17 (D1) ANCHOR INSTALLATION CHART NOTES: IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. 1) "01" "D7" IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE THROUGH DESIGNATES REQ'D. 2) "Di" MEANS. INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. "02" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 3) "D3" TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 4) MEANS, INSTALL 5) "D4" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES 6) "D5" MEANS. INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES 7) "D6" MEANS. INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8► "D7" MEANS. INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS A. FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B SECONDLY, AT EACH END OF HEAD & SILL NEAR JAMB CORNER. IF NEEDED C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B 10) LOCATION OF ADDITIONAL TAPPERS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS A FIRST. ADJACENT TO LOCKS IN JAMBS 6 SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS C. LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. GENERAL INSTALLATION INSTRUCTIONS (font.) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS -A-A-,"8-13" & HOOF. ', I RIP Of I All. APPLY 1-0 INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAN(1 TER AND I 3/8" LENGTH (5/8' EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148' DIAMETER AND 1 1/2' LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GRE ATLR IiIAN I NON IFIAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR I HE: ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMME.NOAT ION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. IS) WOOD SCREWS SHALL MEET ANSI 618.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: N8 WOOD SCREW - 1/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICAI [ON FOR WOOD t UN` I Rl l(:TION) 3/16" DIA. TAPPER CONCRETE SCREW (SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND JAMBS): 17) WHERE DOOR IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 11) FOR THE HEAD AND JAMBS AND A MASONRY OR CIONCRE: TE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. , 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS, 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITII TILE FOLLOWING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS f ASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE u8 WOOD SCREWS (ANSI B 18 6 I) OF SUf f ICIEPTT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVIT-Y OF 0 55 FOR SOUTHERN PINE. DESIGN PRESSURE RATING & FBC REQUIREMENTS 27) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY USTED F()R N(:X7 LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART DESIGN PRESSURES (D.P. ) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 31) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, t707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL_ St16S1RAT (:S AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. INC Ev FLORIDA EXTRUDCRS `2540N� ;WEN ` LANE B CERTIFICATE OF AUTHORIZATION NO 9235 SA N f 0 R [) TITLE: SLIDING GLASS DOOR 500, 1000 & dOOO MASONRY INSTALLATION WITH MIN ---- BUCK AND TAPPERS DRAWN BY: BB APPROVED HY I:.)i) DATE:7/29/04 SCALE:NTS DWG #:F-EEX002( CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR OPENING DISCIWMer: The purpose of this instoRofiondrowingistopresent themondulocturers MASONRY OPENING BUCK & BY OTHERS BY OTHERS MAS'Y. 3/16' DIA. TAPPER (NOTE 12) I ADadhesive) m recommenolions for onchoroge (i.e.. concrete saews, wood screws. noils and Vulkestructural to ochieve the design pressure specified on the fenestration product os required by ONE BY WOOD t rbrido Building Code. Section 1707.4.4, AnChaoge Methods. Recommendotions regarding BUCK BY OTHERS I ftoshing. sealing. seolonts or other joint seolont practices does not conStitule o worronty either (NOTE 6& 7) p p I I 1-1/4' MIN. expressed or implied. EMBEDMENT CAULK BETWEEN a IMPORTANT INFORMATION &GENERAL NOTES WINDOW FLANGE & WOOD BUCK ' These notes are provided to ensure proper installation of Florida Extruders 1/4' SHIM Milestone products and must be followed fully. SPACE MAX.] GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO MAX. ALLOWABLE SHIM STACK TO BE 1/4". BY OTHERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 SHIM AS REQ'D. ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE PERIMETER (SEE NOTES) B.H. CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S CAULK BY OTHERS (BUCK RECOMMENDATIONS. W.H. HEIGHT) 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF (WINDOW FLANGE TYPE WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. HEIGHT) WINDOW FRAME 4) FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. GLASS (TYP.) HEADER 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. (SEE NOTES) ONE BY WOOD BUCK BY CONCRETE OR MASONRY OPENING OTHERS (NOTE 6 & 7) BY OTHERS B W RIGID VINYL (BUCK WIDTH)1/4' SHIM 1-1/4' MIN. _1EMBEDMENT GLAZING BEAD FLANGE TYPE SPACE MAX. PERIMETER CAULK (TYP.) FLANGE TYPE WINDOW FRAME SHIM AS REWD. ,JAMB (SEE NOTES) BY OTHERS WINDOW FRAME INSTALLATION ANCHOR SILL 3/16' DIA. TAPPER (NOTE 12) RIGID VINYL — a GLAZING BEAD GLASS (TYP.) (SEE NOTES) f— CAULK BETWEENa a I WINDOW FLANGE Q & PRECAST SILL W/VULKEM 116 PRECAST SILL SECTION A —A ADHESIVE CAULK OR APPROVED EQL. BY OTHERS W.W. A - A B C D E / F d.H. / G / H B I � ELEVATION A VIEWED FROM EXTERIOR 0 W n o rn z d' W O In M Z Q W � J � W W Q m O IXL, CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK STUCCO BY OTHERS BY OTHERS W.W. CAULK BETWEEN (WINDOW WIDTH) WOOD BUCK & SECTION MAS'Y. OPENING B—g BY OTHERS EC 1 6 1004 ANCHOR INSTALLATION INSTRUCI IONS (LON 1) GENERAL: 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES 1N THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & *10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCATIONS A AND D. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 17) # 10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE INI ATIONAL, INC P ORIDA EXTRUDERS 12540NJEWETT LANE C AND REVISED ADDED NOTE 23. 12/ 19/03 R JA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA 8.ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT TITLE: INSTALLATION DETAIL_ W/ TAPPERS HORZ. SLIDING FLANGE WINDOW -_SERIES 1000 D ADDED DISCLAMER. 7/29/04 RJA DRAWN BY -.BB APPROVED BY:RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET 1 OF 2 TAPPER LOCATION CHART TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 35PSF 36PSF TO 55Psr 56PsF TO 70PsF 3OPsF TO 35Psr 36Psr TO 55Psv 56Psr TO 70PSF TIP FCALL 26 1/2 X 26 C CCI,J I.J I,J 26 t/2 X 38 3/8 C C C I,J I,J I,J 26 112 x 50 5/8 C C C G FI G.H G,H,I,J 26 1/2 X 56 1/4 C C C G.H G,H G,H,I,J IH45 26 1/2 x 63 C C C G H G,H,I,J G,H,I,J IH5 26 1/2 X 72 C C C G.H G.H,I,J G,H,I,J 1 H6 22 37 X 26 I.J I.J I.J 23 37 X 38 3/8 C C C t,J I.J I.J 24 37 X 50 5/8 C C C G,H G,H,I,J G.H,I,J 245 37 X 56 1/4 C C C G,H G,H,I,J G,H,f,J 25 37 X 63 C C C G,H G,H,I,J G,H,I,J 26 37 X 72 C C C G,H,I,J G,H,I,J E.F,G,H,I,J 32 33 53 1/8-X 26 53 1/8 X 38 3/8 C 6.0 8,C I.J vi-I,J I,J E,F,I,J 34 53 1/8 X 50 5/8 C B,C B.0 G,H G,H,I,J G,H,I,J 345 53 1/8 X 56 1/4 C B,C 8,C G.H,I,J G,H,I,J E,F,G,H,I,J 35 53 1/8 X 63 C B.0 B,C G H,I,J G,H,I,J E,F,G.H,I,J 36 53 t/8 X 72 C B,C 8,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 022 023 4 X 74 X 38 3/8 8,C B.0 A.B,C.O I,J I,J I.J E,F,I,J I,J E,fI,J 024 74 X 50 5/8 B.0 B.C* A.B,C,O G,H,1,J G,H,I,J E.F,G.H,I,J 0245 74 X 56 1/4 8,C 8,C' A.B.C,O G,H,I.J E,F,G,H,I,J E,F,G,H,I,J 025 74 X 63 8,C B.C* A.B,C.O G H,I,J E,F,G,H,I,J E,F,G.H,I,J 026 74 x 72 8,C 8,C• A.B,C.O G,H,I,J E,F,G,H,I,J E,F G,H,I,J 20M20M 24 X 24 C C c C I,J I,J I,J I,J I.J I.J 20M30M 24 X 36 C C C C G,H G,H G,H 20M40M 20M46M 24 X 48 24 x 54 C C C G.H G,H G.H,I,J 20M50M 24 X 60 C C C C C G,H G,H G,H G,H,I,J G,H,I,J G H I J 20M60M 24 X 72 C C C I,J I,J I,J 30M20M 36 X 24 C C C I,J I.J I'J 30M30M 3OM40M 36 X 36 36 X 48 C C C G.H G,H,I,J G,H,t,J 30M46M 36 X 54 C C C G.H G,H,I,J G,H,I,J 30M50M 36 X 60 C C C G,H G,H,I,J G,H,I,J 30M60M 36 X 72 C C C G,H,I,J G,H,I,J E,F,G,H,I,J 40M20M 40M30M 413 X Z41' 48 x 36 C C B.0 I.J I.J E,F,I,J 40M40M 48 X 48 C C 8.0 G.H G,H,I,J G,H,I,J 40M46M 48 X 54 C C B.0 G,H G,H,I,J G,H,I,J 40M50M 48 X 60 C C B.0 G,H,I,J G,H,I,J E,F,G,H,I,J 40M60M 48 X 72 C C B,C G.H,I,J E,F,G,H,I,J E,F,G,H,I,J 46M20M 46M30M 54 X 54 X 36 C B.0 B.0 I.J I.J I,J E,F,I,J 46M40M 54 X 48 C 8,C B,C G,H G,H,I,J G,H,I,J 46M46M 54 X 54 C B.0 B.0 G,H,I,J G,H,I,J E,F,G,H,I,J 46M50M 54 X 60 C B.0 B.0 G,H,I,J G,H,I,J E,F,G,H,I,J 46M60M 54 X 72 C B,C 8,C G,H,I,J E,F,G,H,I.J E,F,G,H,I,J 5OM20M 60 X 24 60 X 36 C C B,C 8,C B,C I.J I,J I.J I.J I.J E,F,I,J 50M30M 5OM40M 60 X 48 C B,C B.0 G,H G,H,I,J G,H,I,J 50M46M 60 X 54 C 8,C B,C G.H.I.J G,H,I,J E,F,G,H,I,J 50M50M 60 x 60 C B.0 6.0 G,H,I,J G,H,I,J E,F,G,H,I,J 5OM60M 60 x 72 C B,C B,C G.HI,J E,F,G,H,I,J E,F,G,H,I.J 56M20M 56M30M 66 x 36 8,C B,C A.B.C.0 I.J I.J I'J E,F,I,J 56144014 66 X 48 B.0 B,C A,8,C,0 G,H G,H,I,J G,H,I,J 56M46M 66 X 54 8,C B.0 A.B,C.O G,H,I,J G,H,I,J E,F,G,H,I,J 56M50M 66 X 60 B.0 B,C A,B,C.0 G,H,I,J E,f,G,H,I,J E,F,G,H,I,J 56M60M 66 X 72 B.0 B,C A,B,C,O G,H,I,J E,F,G,H.I.J E,F,G,H,I,J 60M20M 60M30M 72 X 24 72 X 36 c B.0 8,C A.B,C,O I.J I.J I,J I.J I.J E,f,f,J 6OM40M 72 X 48 B,C B.0 A.B,C.O G,H G,H,I,J G,H,I,J 6OM46M 72 X 54 B.0 8,C A.B.C.O G,H,I,J G,H,I,J E.F.G,H,I,J 6OM50M 72 X 60 8,C 8,C A.B.C,O G,H,t,J E,F,G,H,I,J E,F,G,H,I,J 60M60M 1 72 X 72 1 8,C 8.0 A.B,C.0 G,H.0 E,F,G,H,I,J E.F.G.H,I,J *ADDITIONAL ANCHORS REO'D WHEN USING TAPCON (ELCO) OR TITEN (SIMPSON). SEE NOTE 14. I E W.H. G W.W. -_ - j ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (CONT.) DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR F CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN H IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. J 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. F FLORIDA EXTRUDERS INTERNATIONAL, INC LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY:RJA APPROVED BY:RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET 2 OF 2 ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (CONT.) DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR F CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN H IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. J 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. F FLORIDA EXTRUDERS INTERNATIONAL, INC LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY:RJA APPROVED BY:RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET 2 OF 2 . 3 TWO BY WOOD CAULK BETWEEN SHEATHING �j ZLi� , < BY OTHERS $Y OTHERS I f o�' WINDOW FIN & �� SHEATHING W� INSTALLATION ANCHOR p8 WOOD SCREW SHOWN _ STUCCO OR SIDING BY 1/4' MAX. OTHERS [� SHIM SPACE PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PERIME T CAL BY OTHE INSTALLATION fib WOOD SCRE4 STUCCO OR SIDING BY OTHERS CAULK BETw11 WINDOW F & SHEATHItmu SHIM AS REQ'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER BY OTHERS ~ W oT WO BY WOOD 3 BY OTHERS SECTION A -A FRAME IRBLE SILL OOL BY 'HERS F_ WINDOW HEIGHT WINDOW WIDTH 3 OfLDa O Z J = U W ZQco Q a LJ N LJ W A I EQUALLY SPACE ANCHORS (TYP.) B I -- WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REQ'D. (SEE NOTES) ANCHUR ri 6 MAX. SPACING (TYP.) (SEE BELOW) GLAZING (TYP.) 6' MAX. (TYP.) (SEE NOTES) ELEVATION VIEWED HEAD SILL & FROM EXTERIOR JAMB ANCHOR SPACING FIN TYPE WINDOW FRAME JAMB WOOD SCREW: 24' O.C. MAX. - TO 70 PSF D.P. -------------- NAIL: 7' D.C. MAX. - 46 PSF TO 70 PSF D.P. NAIL: 10' O.C. MAX. - TO 45 PSF D.P. I/4' SHIM SPACE MAX. SHIM AS REQ'D. (SEE NOTES) - W �a 05 Xt- Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., wood screws and nails) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a worronly either expressed or implied. REV DESCRIPTION C REVISED NOTE 5. REVISED NOTE 6 AND TITLE TO REFLECT NAIL VC1 04 ALTERNATE D ADDED DISCLAIMER. PERIMETER CAULK — BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B 1/4' MAX. SHIM SPACE SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING I' MIN. EMBEDMENT WOOD fsCREV) INSTALLATION ANCHOR #8 WOOD SCREW SHOWN IMPORTANT INFORMATION & GENERAL NOTES These notes are provided t0 ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF: INTERNATIONAL, INC FLORIDA { EXTRUDERS 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA DATE I IN] 2/10/031 RJA 7/29/041 RJA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ. SLIDING FIN WINDOW - SERIES 1000 DRAWN BY: B B I APPROVED BY: R J A DATE:7/29/04 SCALE-.N. T. S. DWG.: FLEX0028 SHEET I OF IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK. DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS IN THE HEAD, SILL AND JAMBS AND NOT EXCEEDING 7" O.C. SPACING FOR 46 PSF TO 70 PSF D.P. AND 10" O.C. SPACING FOR D.P. TO 45 PSF. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES TO 73" x 71" WITH FASTENER SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY CAULK BETWEEN WOOD OTHERS (NOTE 6 & 7) BUCK & MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REWD. INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' DIA. TAPPER WINDOW FRAME (SEE NOTES) (NOTE 12) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) 1 LI 1-1/4- MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) 4 I I QF fu CAULK BETWEEN / WINDOW FLANGE & WOOD BUCK PERIMETER l \ SHIM AS REO'D. CAULK I 1/4' MAX. BY OTHERS <SEE NOTES) WINDOW WIDTH VFLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER SECTION B—B MDDD OPENING BY OTHERS BUCK HEIGHT G WINDOW HGT. I � K CONCRETE OR MASONRY OPENING BY OTHERS I1-1/4' MIN. - EMBEDMENT l> a -A- FLANGE TYPE WINDOW FRAME SILL � Q v CAULK BETWEEN PRECAST SILL WINDOW FLANGE T i BY OTHERS & PRECAS S LL W/VULKEM 116 ADHESIVE CAULK OR APPROVED EOL. SECTION A -A WINDOW WTH. Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., concrete screws, wood screws. noils and Vulkem structural adhesive) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK 1S 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. VIEWED FROM EXTERIOR N N an e 0 0 0 Z SILL o t% STOOL a W BY OTHERS a EC 1 6 2m 03 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. H 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. J B 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD L CONSTRUCTION). 3/16- DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA_ TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1- 1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE IN I FLORIDA EXTRUDERS INTERNATIONAL, 2540JEWETT LANE C REVISED NOTE 3. 6. 7 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA AND 8. ADDED NOTE 23. ADDED NOTE 6 & 7 To TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ SLIDING ONE BY BUCK CALL -OUT FLANGE WINDOW XOX CONFIGURATION- SERIES 1000 D IADDED DISCLAIMER. I7/29/04IRJA!DRAWN BY: BB APPROVED BY:RJA DATE:7/29/04 (SCALE: NTS IDWG.: FLEX0022 SHEET I OF TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB UP TO 51 °$F UP TO 5t PSF SIZE TIP 50 PSF70° 50� F 70° F 022 74 x 26 C.D C,D K,L K,L D23 74 X 38 3/8 C.D B.C.D.E G,H,K,L G,H,K,L p24 74 X 50 5/8 C.D B,C,D,E I,J,K,L G,H,I,J,K,L D32106 1 4 X ,L G,H,K,L D33 106 1 /4 X 38 3/8 B,C,O,E B.C.D.E G,H,K,L G,H,K,L D34 106 t 4 X 50 5/8 B,C,D,E A.B,C.D,E,F I,J,K,L G,H,I,J,K,L T22 III X 26 C, K,L K,L T23 III X 38 3/8 B,C,D,E A,B,C,D,E,F G,H,K,L G,H,K,L T24 III X 50 5/8 B.C.D.E A,B,C,D,E,F I,J,K,L I.J,K,L M2 120 X 26 .C.D, G,H,K,L G,H,K,L M3 120 X 38 3/8 B.C.D,E A,B,C,O.E,F G,H,K,L G,H,K,L M4 120 X 50 5/8 A.B,CD,E,F A,B,CD.E.F G,H,I,J,K,L G,H,I,J,K,L 6020 72 X 24 C, K,L K.L. 6030 72 X 36 C,D B.C.D.E K,L G.H.K.L 6040 72 X 48 C,D B,C.D,E I,J,K,L I,J,K,L 7020 84 X 24 C.0 c L K.L 7030 84 X 36 B.C.D.E B.C.D.E G,H,K,L G.H,K,L 7040 84 X 48 B.C,D,E B.C.D.E I,J,K,L I,J.K,L 8020 _ 96 X 24 G,H,K,L 8030 96 X 36 B.C,D,E B,C.D,E G,H.K,L G.H,K,L 8040 96 X 48 B.C.D.E A,B.C.DE,F I,J,K.L G,H,I,J,K,L 9020 108 X 24 C.D 13.CZE K,L G,H,K,L 9030 108 X 36 B,C,D,E B.C,D.E G,H.K,L G,H,K,L 9040 108 X 48 B.C.D.E A,B,C,D,E,F I,J,K,L I J K L t 0020 120 X 24 C.0 B,C.O,E K,L G,H,K,L 10030 120 X 36 B.C.D.E A,B.C.D,E.F G,H,K,L G,H,K,L 10040 120 X 48 B.C.D.E A,B.C.D,E,F I,J.K,L I,J.K,L G WINDOW HGT. I K WINDOW WTH. B C D E F ELEVATION VIEWED FROM EXTERIOR H A] L IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (CONT): 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCATIONS A AND F. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 17) # 10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN & SHEATHING —\ INSTALLATION ANCHOR t18 SCREW SHOWN STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 SCREW SHOWN STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS I' MIN. EMBEDMENT (WOOD SCREW) V Disclaimer: The purpose of this installation drawing is to TWO BY WOOD present the manufacturer's recommendations for anchorage BY OTHERS (i.e., wood screws and noils) to achieve the design pressure Aspecified on the fenestration product as required by Florida -BuildingCode. Section 1707.4.4, Anchorage Methods. Recommendations regarding flashing, sealing. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. FIN TYPE WINDOW FRAME HEADER 1/4' MAX. SHIM SPACE WINDOW WIDTH SHIM AS 3 REQ'D- 0 0 (SEE NOTES) o z J = U pWq U Q z d W Q NLI I WINDOW HEIGHT ANCHOR FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4' MAX. SHIM SPACE f WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS RE Q'D. (SEE NOTES) GLAZING (TYP.) (SEE NOTES) N FIN TYPE WINDOW SPACING (SEE BELOW) FRAME JAMB 1 EQUALLY SPACE ANCHORS (TYP.) B B PERIMETER CAULK BY OTHERS 1/4' MAX. SHIM SPACE SECTION B-B CAULK BETWEE WINDOW FIN & SHEATHING 1' MIN. EMBEDMENT (WOOD SCREW) I SHEATHING BY OTHERS INSTALLATION ANCHOR t48 WOOD SCREW SHOWN STUCCO DR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders A 6' MAX. J Milestone products and must be followed fully. 6" MAX.(TYP.)------ (TYP.) GENERAL INSTALLATION INSTRUCTIONS ELEVATION VIEWED FROM EXTERIOR 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING HEAD SILL & JAMB ANCHOR SPACING WOOD SCREW - TO 70 PSF D.P.: 24' O.C. MAX. FOR HEAD, SILL AND JAMBS NAIL - 46 PSF TO 70 PSF D.P.: 8' D.C. MAX. FOR JAMB & 5" D.C. MAX. FOR HEAD AND SILL NAIL - TO 45 PSF D.P.: 12" D.C. MAX. FOR JAMB & 8" O.C. MAX. FOR HEAD AND SILL SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS 1"MIN. EMBEDMENT (WOOD SCREW) SECTION A -A W 0 a °' 00 V' z � W O N Z I Q V � J � W W a mQ O rr REV DESCRIPTION C REVISED NOTE 5. REVISED NOTE 6 AND TITLE TO REFLECT NAIL 1 6 2004 ALTERNATE D ADDED DISCLAIMER. SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INI FLORIDA EXTRUDERS INTERNATIONAL, JEWETT 2540LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA 7/29/041 RJA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DRAWN BY:BB APPROVED BY: RJA DATE:7/29/04 1SCALE: N. T. S. IDWG.: FLEX0029 SHEET I OF C IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.5S. FRAMING MATERIALS WITH SPECIFIC GRAVITY LESS THAN 0.55 WILL RESULT IN REDUCED CAPACITY AND THE NEED FOR ADDITIONAL FASTENERS. THE WINDOW MANUFACTURER SHALL BE CONSULTED IF THIS OCCURS BEFORE INSTALLING WINDOWS. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: 46 PSF TO 70 PSF D.P., 8" O.C. SPACING FOR IAMBS AND 5" O.C. SPACING FOR HEAD & SILL. - TO 45 PSF D.P., 12" O.C. SPACING FOR IAMBS AND 8" O.C. SPACING FOR HEAD & SILL. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR WINDOW SIZES TO 119" x 49 5/8" . DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. FLORIDA EXTRUDERSJINTERNATIONAL,LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA INSTALLATION DETAIL W/q8 SCREWS OR NAILS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 (DRAWN BY: RJA I APPROVED BY: RJA ' DATE:7i29iO4 I SCALE: N. T. S. DWG.: FL.EX0029 SHEET 2 OF 2 CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS (SEE NOTE 7) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CAULK BETWEEN - WOOD BUCK & MASONRY OPENING BY OTHERS CONCRETE OR MASONRY BY OTHERS CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) Q 1- 1 /4" MIN. EMBEDMENT SHIM AS REQ'D (SEE NOTES) GLAZING (TYP. SEE NOTES) SECTION A -A 1 /4" MAX. SHIM SPACE INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) SHIM AS REQ'D. (SEE NOTES) L 1 /4" MAX. SHIM SPACE Q 1— 1-1/4- MIN EMBEDMENT - ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) 1/4' MAX. SHIM SPACE SHIM AS REQ'D (SEE NOTES) WINDOW FRAME � 4 JAMB GLAZING (TYP. SEE NOTES) PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS WINDOW WIDTH WINDOW WIDTH A 1-1/4' MIN. EMBEDMENT ONE BY WOOD ,,,---BUCK BY OTHERS (SEE NOTE 9 & 10) INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) CAULK BETWEEN WOOD BUCK & MAS'Y OPENING 6 BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION B-B (SEE NOTE 7) A EXTERIOR ELEVATION Ac W n a v 06 wZ Z) 0: W O N Z Q W DEC 1 6 2004 �... W t W OD O D: 4 WINDOW HEIGHT B B IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC SECTION 1707.4.4. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] Disclaimer: The purpose of this installation drawing is to present the monufocfurer's recommendations for anchorage f i.e.. concrete screws, wood screws and noils) to achieve the design pressure specified on the fenestration product as required by Florida Buiding Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. seating, sealants or other joint sealant practices does not constitute a worronty either expressed or implied. WINDOW WIDTE EXTERIOR ELEVATION WINDOW HEIGHT REV DESCRIPTION DATE I IN I INTERNATIONAL, INC FLORIDA EXTRUDERS 2540 JEWETT LANE B REVISED NOTES 3. 7, 9, 30, 11. 256 • 26e. NOTE 17 DELETED AND 12/19/03IDI CERTIFICATE OF AUTHORIZATION NO.. 9235 SANFORD FLORIDA REMSED NOTE 21, 270 • EXUAPLLE AS *°DD BuLD-DOWN ON DWG. NO. ONE B'•' "00fD Np00. • iO TO ONE BY 9110( CALNOTE CHANGED TITLE INSTALLATION DETAIL CONCRETE HEADER W/I BY BUCK TOLE DT #10 WS SEC1gN. FIXED WINDOW 1000, 1750, & 2000 SERIES C AWED DISCLAIMER.DESIGNER 7/29/04 DRAWNBY: BB APPROVED BY: RJA DATE:7/29/04 (SCALE: NTS IDWG.: FLEX0035 SHEET 1 OF 2 1 1 IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (Cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 9) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 10) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2- NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 9. 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 15) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK AND CONCRETE BUILD -DOWN): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 8), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 17) DELETED. 18) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 19) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW OR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 20) ANCHOR SPACING PER NOTES 24, 27 AND 28. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND CONCRETE BUILD -DOWN, THIS CONFIGURATION NOT SHOWN. USED WHEN TWO BY BUCK EMPLOYED IN LIEU OF ONE BY BUCK): 21) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE # 10 WOOD SCREWS (ANSI B 18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL TWO BY WOOD BUCK. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 23) ANCHOR SPACING PER NOTES 25, 26, 27 AND 28. ANCHOR SPACING: 24) TAPPER (TAPCON BY ELCO OR TTTEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 6- M 24" O.C. SPACING IN HEAD, SILL OR JAMBS. (TYP. 25) # 10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 12" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: EYEBROW HALF -CIRCLE ARCH HALF -EYEBROW OCTAGON — FAN PENTOID FULL -CIRCLE TRIANGLE HALF -CIRCLE TRAPEZOID OVAL 26) # 10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 10" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: QUARTER -CIRCLE — QUARTER -CIRCLE ARCH HALF -FAN 27) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR # 10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. — — b) # 10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK STRUCTURALLY ATTACHED TO CONCRETE OR MASONRY SUBSTRATE. 28) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND # 10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 29) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 31) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. AX. EVENLY SPACED ANCHORS (TYP.) WINDOW WIDTH EVENLY SPACED ANCHORS TYP. HEAD JAMB SILL 6 MAX. (TYP.) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: 1-1 t WINDOW HEIGHT 6 MAX. (TYP-) 1 I HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMBS OR SILL SECURED TO 'MU AND CAST -SILL RESPECTIVELY WITH ONE BY BUCK ------------------------------------- USE 3/ 16" DIA. TAPPER CONCRETE SCREWS AT 24" O.C. SPACING BETWEEN ANCHORS AND SPACED 6" MAXIMUM FROM CORNERS. Z4I HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO STRUCTURAL TWO BY BUCK (ATTACHED TO CONCRETE HEADER, JAMBS OR SILL) -------------------------------- USE # 10 WOOD SCREWS AT 12" O.C. SPACING BETWEEN ANCHORS AND SPACED 6" MAXIMUM FROM CORNERS. (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE 10" SPACING PER NOTE 26) Ev FLORIDA EXTRUDERS 12540NJEWETT LANE ATIONAL, INC CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER wit BY BUCK C DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA J APPROVED BY: RJA DATE:7/29/04 1 SCALE: NTS DWG.: FLEX0035 SHEET 2 OF 2 I ONE BY BUCK INSTALLATION ANCHOR BY OTHERS a10 WOOD SCREW (SEE NOTE 20) BUCK WIDTH (SEE NOTE 9 & 10) BUILD DOWN BY OTHERS CAULK BETWEEN WINDOW (ALSO APPLIES FLANGE & SHEATHING TO SILL) (SEE TWO BY FRAMING — NOTE 7) BY OTHERS (SEE PLYWOOD (TYP.) 1-3/8" MIN. NOTE 7) BY OTHERS EMBEDMENT SHIM AS RED'D-,, (SEE NOTES) EXTERIOR FINISH BY OTHERS WINDOW FRAME JAMB 1/4" MAX. GLAZING (TYP. SHIM SPACE SEE NOTES) / PERIMETER CAULK BY OTHERS SHIM AS RED'D PERIMETER CAULK WINDOW FRAME (SEE NOTES) BY OTHERS HEAD WINDOW WIDTH WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR - FINISH BY OTHERS GLAZING (TYP. SEE NOTES) SHIM AS RE D'D (SEE NOTES) BUCK HEIGHT 1-3/8" MIN. IMPORTANT INFORMATION & GENERAL NOTES EMBEDMENT These notes are provided to ensure proper installation of Florida Extruders Milestone 1 /4" MAX_ products and must be followed fully. SHIM SPACE GENERAL INSTALLATION INSTRUCTIONS © CAULK BETWEEN TWO BY BUCK & CONCRETE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4". INSTALLATION ANCHOR # 10 WOOD SCREW (SEE NOTE 20) Q CAULK BETWEEN WINDOW FLANGE & WOOD BUCK Q �-- CONCRETE OR MASONRY Q BY OTHERS SECTION B-B EXTERIOR ELEVATION 1 /4" MAX. SHIM SPACE CAULK BETWEEN Q WINDOW FLANGE d & ONE BY WOOD p W 1 - 1 /4" MIN. a o BUCK CAULK BETWEEN EMBEDMENT � o WOOD BUCK & � W MASONRY OPENING Z 0" ONE BY WOOD z BY OTHERS LJ BUCK BY OTHERS CONCRETE OR (SEE NOTE 9 & 10) W MASONRY SECTION A —A INSTALLATION ANCHOR o a BY OTHERS 3/16' DIA. TAPPER (SEE NOTE 16) Ac EXTERIOR FINISH BY OTHERS OW HT 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL FRAMING, BUCKING AND/OR BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS AND MUST BE OR SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 OR TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] he purpose of this insloNotion droving is to presern e u irr",wtocfure, s recorrune lions for orschoroge Ii.e., concrete screws. wood screws and roils) to ochieve the design pressure specified on the lenestrotion produce os required by Florido Building Code. Section 1707.4.4. Anchoroge Methods. Recommendotiorn regording floshing, seoling. seolonts or other joint seolont proclices does not constitute o worronly either expressed or implied_ REV DESCRIPTION DATE INI D REVISED NOTES 3. 7. 9. 12/19/03 R JA �`— D 10. 11. 20. 24b AND 25b ADDED NOTE 9 k 20U4 10 TO ONE BY BUCK CALL -OUT. WINDOW WIDTH EXTERIOR ELEVATION A WINDOW HEIGHT FLORIDA EXTRUDERS' INTERNATIONAL. LANE CERTIFICATE Or AuTHORQATION NO. 9235 SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAIL W DESIGNER FIXED WINDOW 1000, 1750, & C I ADDED DISCLAIMER. 1 7/29/04 JR JA DRAWN BY: BB DATE: 7/29/04 1 SCALE: NTS / FRAME BUI 2000 SERIES APPROVED BY: RJA (G DWG.: FLEX0036 SHEET 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 9) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE SILL AND OTHER AREAS NAILED INTO CONCRETE. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD AND OTHER AREAS NAILED INTO STRUCTURAL TWO BY BUCKING OR STRUCTURAL BUILD -DOWN. 10) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 9. 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 15) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 8), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 17) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 18) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 19) ANCHOR SPACING PER NOTES 23, 26 AND 27. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND BUILD -DOWN): 20) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK AND/OR A STRUCTURAL BUILD -DOWN, USE # 10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL BUCK OR BUILD -DOWN COMPONENT. 21) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. ANCHOR INSTALLATION INSTRUCTIONS (cont.) ANCHOR SPACING: 22) ANCHOR SPACING PER NOTES 24, 25, 26 AND 27. 23) TAPPER (TAPCON BY ELCO OR TITEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF SILL, AND 6(NP ) b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT F EXCEEDING 24" O.C. SPACING IN SILL. EVENLY 24) #10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: SPACED ANCHORS a) 6 MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND (TYP.) b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 12" O C SPACING IN HEAD SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: EYEBROW — HALF -CIRCLE ARCH HALF -EYEBROW — OCTAGON FAN PENTOID FULL -CIRCLE TRIANGLE N HALF -CIRCLE TRAPEZOID N OVAL 25) # 10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 10" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: — QUARTER -CIRCLE QUARTER -CIRCLE ARCH HALF -FAN 26) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR #10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. b) #10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK OR STRUCTURAL BUILD -DOWN ON WINDOW FRAME. 27) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND # 10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF A5TIM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INS! !LA I IirG GLASS IS ALSO QUALIFIED. 30) COMPLIES WITH CHAPTER 17 SEC i iONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.-1.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUES nK i tS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. WINDOW WIDTH EVENLY SPACED ANCHORS TYP. HEAD JAMB SILL 6- MAX. (TYP ) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION K J .. � I WINDOW HEIGHT 6- MAX. (TYP,) f f ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: HEAD (CURVED PORTION) SECURED TO STRUCTURAL BUILD —DOWN, JAMBS & SILL SECURED TO STRUCTURAL TWO BY WOOD BUCK: #10 WOOD SCREWS USED AT 12" O.C. SPACING BETWEEN ANCHORS SPACED 6" MAXIMUM FROM CORNERS IN HEAD, SILL AND JAMBS. EV FLORIDA EXTRUDERS INTERNATIONAL,JLINC ANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA A B TITLE: FLANGE INSTALLATION DESIGNER FIXED DETAIL WINDOW 1000, 1750, Wi FRAME BUILD & 2000 SERIES DOWI` C DRAWN BY:RJA APPROVED BY:RJA DATE:7i29iO4 SCALE: NTS I DWG.: FLEx0036 SHEET 2 OF 2 A 1' MIN. EMBEDMENT . SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW —� SHOWN (TYP.) CAULK BEHIND FIN BUILD DOWN BY OTHERS (SEE NOTE 7) SHIM AS REQ'D. (SEE NOTES) SHIM AS REQ'D. (SEE NOTES) FIN FRAME JAMB GLAZING (TYP. SEE NOTES) \ 1 / EXTERIOR FINISH L 1/4' MAX. BY OTHERS SHIM SPACE EXTERIOR PERIMETER CAULK BY OTHERS FIN FRAME HEADERY VINDOV WIDTH GLAZING (TYP. SEE NOTES) WINDOV HEIGHT EXTERIOR PERIMETER CAULK FRAME SILL BY OTHERS [FIN HI E NOTESR D� EXTERIOR FINI BY OTHERS INSTALLATION At a8 WOOD SCREW SHOWN (TYP.) SHEATHING BY OTHERS I/4' MAX. SHIM SPACE INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES a8 WOOD SCREW These notes are provided to ensure proper installation of Florida Extruders Milestone SHOWN (TYP.) products and must be followed fully. TWO BY FRAMING BY OTHERS (SEE NOTE 7) CAULK BEHIND FIN — I' MIN. EMBEDMENT (VEOD SCREV) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SECTION B-B 1/a• MAX. SHIM SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS N r, ad CAULK BEHIND FIN 0ci '^ Z I' MIN. EMBEDMENT z Lo (VOOD SCREV) y/4C 1 6 2004 SECTION A -A oa (L' 4 GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC SECTION 1707.4.4. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) 0W Disclaimer: The purpose of this HT installation drawing is to present the manufacturer's recommendations for anchorage (i.e.. wood screws and noits) to achieve the design pressure specified on the fenestration product as required by Florida Bukkng Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. seating. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. AD REV DESCRIPTION C REVISED NOTES 7, 11. 20b, 20c, 23b. & 23c. REVISED NOTE 12 AND TITLE TO REFLECT NAIL ALTERNATE. D I ADDED DISCLAIMER Ow HT " CJ\ 1 Cr[IVFC CLCy/11 IVIv DATE INI INTERNATIONAL, INC FLOR DA EXTRUDERS 2540 JEWETT LAN 12/19/03 RJA cERTIFI(1TE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: FIN INSTALLATION DETAIL W/48 SCREWS OR NAIII DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES __ W 7/29/04 RJA DRAWN BY: B B APPROVED BY: RJA DATE:7/29/04 1 SCALE: NTS DWG_: FLEX0037 SHEET 1 lir (fl IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (coot.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS n GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. FOR FIN WINDOWS WHERE NAILS ARE USED: 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 15) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 16) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 17) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 18) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 19) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE WOOD TWO BY FRAMING OR THE BUILD -DOWN FRAMING COMPONENT. 20) SPACING OF #8 WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS FOR DESIGN PRESSURES TO 70 PSF: — EYEBROW — HALF -CIRCLE ARCH — OVAL — HALF -EYEBROW — OCTAGON N FAN — PENTOID FULL -CIRCLE — TRIANGLE HALF -CIRCLE — TRAPEZOID c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 16" O.C. SPACING IN HEAD, SILL AND IAMBS FOR THE FOLLOWING CONFIGURATION FOR DESIGN PRESSURES TO 70 PSF: — QUARTER -CIRCLE QUARTER -CIRCLE ARCH — HALF -FAN NAILS: 21) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE WOOD TWO BY FRAMING OR BUILD -DOWN FRAMING COMPONENT (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 22) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 23) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE 6- M O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING (TY CONFIGURATIONS AT DESIGN PRESSURES 46 TO 70 PSF: EYEBROW 7" O.C. SPACING HALF -EYEBROW 7" O.C. SPACING FAN 7" O.C. SPACING HALF -FAN 5" O.C. SPACING FULL -CIRCLE 9" O.C. SPACING — HALF -CIRCLE 7" O.C. SPACING HALF -CIRCLE ARCH 7" O.C. SPACING QUARTER -CIRCLE 5" O.C. SPACING — QUARTER -CIRCLE ARCH 5" O.C. SPACING — OVAL 15" O.C. SPACING N OCTAGON 9" O.C. SPACING PENTOID 7" O.C. SPACING TRIANGLE 7" O.C. SPACING TRAPEZOID 7" O.C. SPACING c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS AT DESIGN PRESSURES TO 45 PSF: EYEBROW 12" O.C. SPACING — HALF -EYEBROW 12" O.C. SPACING — FAN 1 i" O.C. SPACING — HALF -FAN 8" O.C. SPACING FULL -CIRCLE 14" O.C. SPACING HALF -CIRCLE 11" O.C. SPACING HALF -CIRCLE ARCH 12" O.C. SPACING QUARTER -CIRCLE 8" O.C. SPACING — QUARTER -CIRCLE ARCH 8" O.C. SPACING — OVAL 24" O.C. SPACING OCTAGON 14" O.C. SPACING rB — PENTOID 12" O.C. SPACING TRIANGLE 12" O.C. SPACING CERTI TRAPEZOID 12" O.C. SPACING 24) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGAT VE. 25) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. . 26) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. WINDOW WIDTH EVENLY SPACED ANCHORS TYP. P. AX. l HEAD ) EVENLY SPACED ANCHORS JAMB ( TYP. ) f/ I SILL J 6 MAX. (TYP.) EVENLY SPACED ANCHORS ( TYP. ) XTERIOR ELEVATION I WINDOW HEIGHT 6- MAX. (lTYP. ) 1 ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW LORIDA EXTRUDERS 12540NATIONALJE ETT LANE FICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: FIN INSTALLATION DETAIL W/#8 SCREWS OR NAILS D DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: F-LEX0037 SHEET 2 OF 2 11 ONE BY WOOD BUCK BY OTHERS (SEE NOTE 8 & 9) PLYWOOD (TYP.) --� BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO_ BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. PERIMETER CAULK BY OTHERS 0 STRUCTURAL BUILD ts.w. DOWN BY OTHERS (BUCK WIDTH) (SEE NOTE 27) INSTALLATION ANCHOR 3/16' DIA. TAPPER (Note 15) ONE BY WOOD BUCK BY OTHERS (SEE NOTE 8 & 9) SHIM AS REWD. 1-3/8' MIN. 114' MAX. EMBEDMENT (SEE NOTES) RIGID VINYL GLAZING BEAD --�� INSTALLATION ANCHOR (TYP.) #10 WOOD SCREW (NOTE 19) GLASS (TYP.) (SEE NOTES) SHIM AS REO'D. 1/4' MAX. (SEE NOTES) RADIUS TYPE WINDOW FRAME FLANGE HEADER GLASS (TYP.) (SEE NOTES) 'PRECAST SILL BY OTHERS SECTION A —A WW 111. 11 0 ' J W.H. F H FULL RADIUS SHOWN A- FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL W.H. J F VIEWED FROM TB:___��c EXTERIOR H E Disclaimer: The purpose of this inslodolion drawing is to present the monuloclurers recornmendotions for onchoroge (i.e.. concrete screws. BK wood screws. nods and VL&em Struckool odhesivel to ochieve the design pressure specified on the G leneslrotion product os required by Flo6do Building Code, Section 1707.4.4, Anchoroge Methods. Recommendotions regordmg flashing. seating. seolonts or other joint seolont proclices does not constitute a worronly either expressed or implied. ELEVATION UA 1MI Vt( I An I JLINrVKMA I LUR CC Ur-11CKAL IVV I C, 1-1/4• MIN. These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed -1 EMBEDMENT fully. o Anchor ALocation GENERAL INSTALLATION INSTRUCTIONS Above Meeting Ra't. 17 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO C> BE 1/4". -_ _ _ - - - 2) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO _ _f THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 — ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S - - - - - - - RECOMMENDATIONS. 0 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL Anchor HEADS OF INSTALLATION FASTENERS. Location 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA Below Meeting EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. & WOOD BUCK PERIMETER Rait 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. CAULK AD6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN W W BY OTHERS MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER (WINDOW WIDTH) FBC SECTION 1707 4 4 AULK BETWEEN 7) WOOD BUCK & WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION STUCCO MAS'Y. OPENING INSTALLATION SHEETS FOR REQUIREMENTS. BY OTHERS BY OTHERS SECTION B— B MASONRYOPENING OR ANCHOR INSTALLATION INSTRUCTIONS BY OTHERS GENERAL: — W.W. A --*I C VIEWED FROM E EXTERIOR K g 11 LH HALF RADIUS SHOWN, RH OPPOSITE ELEVATION ry w n REV O o to Z C 7 m EC 1 6 1004 � J � w � a CD cg D 8) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE JAMBS. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD. 9) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 8. 10) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED_ 11) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 15) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. DESCRIPTION DATE INI REVISED NOTES 3, 8, 9 k 12/ 19/03 R J, 10. ADDED NOTE 27. REVISED AND/OR ADDED RELATED REFERENCES AND ILLUSTRATIONS FOR NOTE REVISIONS. ADDED DISCLAIMER AND 7/29/04 R J CLARIFIED LOCATION OF JAMB ANCHORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] IN.YERNATIONAL, INC. FLORIDA EXTR UI D,ERS 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO: 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD FLANGE W/FRAME BUILD DOWN - SERIES 1000 1500 & 2000 DRAWN BY: J B H APPROVED BY: RJA ��■ DATE:7/29/04 SCALE: NTS DWG.: FLEX0040 SHEET I �p2- I ANCHOR LOCATION CHART SEE NU I t5 bt-LUVV CALL BUCK LOCATIONS IN HERO see not t below LOCATIONS IN JAMB (see notes 2 & 3 below) 30Psr TO 4OPSF 41 PSF TO 70PSF 30PsF TO 40PsF 41 vsF TO 70Psr SIZE SIZE 12 18 1/8 x 27 5/16 A.0 AC F.G F,G F,G F.G 13 18 1/8 X 39 1 1 / 16 A.0 A,C F,G F,G 14 18 1/8 x 51 15/ 16 A,C A,C A.0 F,G F,G (a) 145 18 1/8 x 57 19/32 18 1/8 X 64 5/16 A,C A,C A,C F,G F,G (o) 15 16 18 1/8 X 73 5/16 A.0 A.0 F.G (a) F.G,H,I 1H2 25 1/2 X 28 9/16 A.0 A,C F.G F.G F.G 1H3 25 1/2 X 40 15/1 E A,C A,C F,G F.G F,G.H,1 1 H4 25 1/2 X 53 3/ 16 A,C A,C A.0 F,G F,G,H.1 1 H45 25 1/2 X 58 13/16 A,C A,C F,G F,G.H,I 1 H5 25 112 X 65 9/16 A,C A,C F,G F,G.H,I 1H6 25 1/2 X 74 9/16 A,C 30 1/2 X 30 7/32 29 1/2 X 29 7/32 A,C A,C F,G F.G F,G F,G 30 1/2 X 42 19/3 29 1/2 x 41 19/32 A,C A,C A,C F.G F,G,H,I 30 1/2 X 54 27/3 29 1/2 X 53 27/32 A,C A.0 F.G F.G,H,I 30 112 X 60 15/3 29 112 X 59 15/32 A,C A,C F.G (a) F,G,H.1 30 1/2 x 67 7/32 X 76 7/32 29 1/2 x 66 7/32 29 1/2 x 75 7132 A,C A.0 A,C F,G.H.I F,G,H,I (b) 130 1/2 22 36 x 30 5/16 A,B,C A,B,C F,G F,G 23 36 x 42 11/16 A,B,C A,B.0 F,G F,G (a} 24 36 x 54 15/16 A,B.0 A,B,C F,G F,G.HJ 245 36 x 60 9/16 A,B,C A,B.0 F,G (a) F,G,H,I 25 36 x 67 5/16 A,B,C A.B,C F,G,H,I F,G,H,1 (b) 26 36 x 76 5/16 A,B.0 A,B.0 F,G.H,1 D.E.F,G.H,I 42 x 32 5/32 41 x 31 5/32 A,B,C A,B.0 F,G F.G 42 x 44 17/32 41 x 43 17/32 A,B,C A.B,C F.G F,G.H,I 42 x 56 25/32 41 x 55 25/32 A,B.0 A,B,C F.G F,G,H,1 42 x 62 3/8 41 x 61 3/8 A,B.0 A.B.0 F,G.H,I F.G,H,I 42 x 69 5/32 41 x 68 5/32 A,B.0 A,B.0 F.G,H,I D,E.F,G.H,1 42 x 78 5/32 41 x 77 5/32 A,B.0 A.B,C F,G,H,1 O.E,F,G,H,1 48 x 33 5/32 47 x 32 5/32 A,B.0 A.B,C F,G F,G 48 x 45 17/32 47 x 44 17/32 A,B,C A.B,C F,G F,G.H,I 48 x 57 25/32 47 x 56 25/32 A,B,C A,B,C F.G (a) F.G,H.1 48 x 63 3/8 47 x 62 3/8 A,B,C A,B,C F,G,H,I F.G.H,I (b) 48 x 70 5/32 47 x 69 5/32 A,B.0 A,B,C F,G,H,I D.E.F,G.H,1 48 x 79 5/32 47 x 78 5/32 A,B.0 A.B.0 F,G,H,I D.E.F,G.H,I (c 32 52 1/8 X 33 A,B.0 A,B,C F.G F,G 33 52 1/8 X 45 3/8 A,B.0 A,B,C F,G F.G,H,1 34 52 1/8 X 57 5/8 A,B,C A,B,C F,G,H.1 F.G,H,1 345 52 1/8 X 63 1/4 A,B.0 A,B,C F,G,H.1 D.E.F,G.H,I 35 52 1/8 X 70 A,B.0 A,B,C F,G.H,I D,E.F,G.H,I 36 52 1/8 X 79 A,B.0 A.B.0 F.G.H,I O.E,F.G,H,I (c ANCHOR LOCATION CHART NOTES: 1. Locations in HEAD for #10 Wood Screws into structural "two by" wood buck or "one by" wood buck/structural build -down. 2. Locations in JAMB for 3/16" TAPPER Concrete Screws into non-structural buck & concrete or masonry. 3. Locations in JAMB for #10 Wood Screws into structural two by" buck. Where indicoted by (o). (b) or (c) obove, additional #10 Wood Screws sholl be f added at the following locations. (a) One additional anchor required in each jamb at locations 'H" and (b) One additional anchor required in each jamb at locations D" and "E "K"_ (c) One additional anchor required in each jamb at locations J" and 4. Dimensions given ore for half radius head units, full radius will be shorter. \d I I J W.H. F H LH HALF RADIUS SHOWN, RH OPPOSITE W.W. A B (, FULL RADIUS SHOWN ELEVATION VIEWED FROM EXTERIOR E K G C K G IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (cont.): 17) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW CALL SIZE 15: a) LIMIT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 18) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN): 19) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN, USE # 10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR THE STRUCTURAL BUILD -DOWN FRAMING COMPONENT. 20) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE # 10 WOOD SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. ALSO SEE "ANCHOR LOCATION CHART NOTES", NOTE 3, FOR WINDOW SIZES REQUIRING ADDITIONAL ANCHORS AND LOCATIONS. 21) # 10 WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 23) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR LOCATION CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 24) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 25) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 26) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 27) STRUCTURAL BUILD -DOWN AT THE HEAD TO BE DESIGN TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 OR TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3AND THE ENGINEER OF RECORD'S DETAILS. By FLORIDA EXTRUDERS INTERNATIONAL, LINC ANE C CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD D FLANGE W/FRAME BUILD DOWN - SERIES 1000 ,1500 & 2000 DRAWN BY: RJA APPROVED BY: RJA DATE: 7/29/04 SCALE: NTS IDWG.-.FLEX0040 SHEET 2 OF 2 0 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR t8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) SHEATHING BY OTHERS GLASS (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A I' MIN. EMBEDMENT (WOOD SCREW) STRUCTURAL BUILD DOWN BY OTHERS SHIM AS REQ'D. (SEE NOTES) 1/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS II �_ TWO BY WOOD BY OTHERS I I'MIN. EMBEDMENT (WOOD SCREW) 1/4' MAX- -WINDOW WIDTH SHIM SPACE TWO BY WOOD SHIM AS REQ'D. STUD BY OTHERS (SEE NOTES) 1 1 n GLASS (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME JAMB RIMETER CAULK BY OTHERS ---/ STUCCO BY OTHERS SECTION B-B 1 MIN. EMBEDMENT (WOOD SCREW) I SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCH( n8 WOOD SCREW SHOWN N W n 0o 5 W Z c W Z Q W � J r W � a w m O Wti Imo --WINDOW I WIDTH ANCHOR SPACING (SEE BELOW WINDOW HEIGHT i ANCHOR A 6' MAX.—] SPACING (TYP.) (SEE BELOW) _ - 6' MAX. WINDOW WIDTH JS SHOWN Y SPACE S (TYP.) (TYP.) A LH HALF RADIUS o SHOWN, RH OPPOSITE I WINDOW HEIGHT ANCHOR SPACING (SEE BELOW I Y SPACE S (TYP.) ANCHOR A L(-T MAX. SPACING YP.) (SEE BELOW) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF _D.P.) WOOD SCREW: 24' O.C. MAX. (TYP.) --------------- NAIL= 7- O.C. MAX. FOR JAMBS AND 10' D.C. MAX. FOR HEAD & SILL IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC, SECTION 1707.4.4. 7) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 12) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" D1A. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 13) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 14) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 1S) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) Spacing applicable to Commodity Sizes shown in anchor chart (Sheet 2) and Modular Sizes. E / EC 1 6 1004 REV DESCRIPTION D REVISED NOTE 8. REVISED NOTE 9 AND TITLE TO REFLECT NAIL ALTERNATE E I ADDED DISCLAIMER Disclaimer The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., wood screws and noils) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. sealing, sealants or other joint sealant practices does not constitute a wonanty either expressed or implied. DATE INI FLORIDA EXTRUDERS 1 2540NJEWETT LANE 12/10/03 RJA CERTIFICATE of AUTHORIZATION NO. 9235 SANFORD. FLORIDA TITLE: I NSTALLAT I ON DETAIL W/#8 SCREWS OR NAILS 7129104 RJA SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, &_2000 .--- DRAWN BY: JBH APPROVED BY: RJA DATE: 7/29/04 I SCALE: N. T. S. IDWG.:FLEX004 1 SHEET I 3 #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP TO 70 PSF UP TO 70 PSF 12 18 1/8 X 27 5/16 2 2 3 13 18 1/8 X 39 11/16 2 3 14 18 1/8 X 51 15/16 2 3 145 18 1/8 X 57 19/32 2 15 18 1/8 X 64 5/16 2 4 16 18 1/8 X 73 5/16 2 4 1H2 25 1/2 X 28 9/16 2 2 IH3 25 1/2 X 40 15/16 2 3 1H4 25 1/2 X 53 3/16 2 3 1H45 25 1/2 X 58 13/16 2 3 1H5 25 1/2 X 65 9/16 2 4 IH6 25 1/2 X 74 9/16 2 4 29 1/2 X 29 7/32 29 1/2 X 29 7/32 2 2 3 29 1/2 X 41 19/32 29 112 X 41 19/32 2 3 29 1/2 X 53 27/32 29 1/2 X 53 27/32 2 3 29 1/2 X 59 15/32 29 1/2 X 59 15/32 2 4 29 1/2 X 66 7/32 29 1/2 X 66 7/32 2 4 29 1/2 X 75 7/32 29 1/2 X 75 7/32 2 22 36 X 30 5/16 2 2 3 23 36 X 42 11/16 2 3 24 36 X 54 15/16 2 3 245 36 X 60 9/16 2 4 25 36 X 67 5/16 2 4 26 36 X 76 5/16 2 41 X 31 5/32 41 X 31 5/32 3 2 3 41 X 43 17/32 41 X 43 17/32 3 3 41 X 55 25/32 41 X 55 25/32 3 3 41 X 61 3/8 41 X 61 3/8 3 4 41 X 68 5/32 41 X 68 5/32 3 4 41 X 77 5/32 41 X 77 5/32 3 47 X 32 5/32 47 X 32 5/32 3 2 3 47 X 44 17/32 47 X 44 17/32 3 3 47 X 56 25/32 47 X 56 25/32 3 3 47 X 62 3/8 47 X 62 3/8 3 4 47 X 69 5/32 47 X 69 5/32 3 47 X 78 5/32 47 X 78 5/32 3 4 32 52 1/8 X 33 3 2 33 52 1/8 X 45 3/8 3 3 34 52 1/8 X 57 5/8 3 3 345 52 1/8 X 63 1/4 3 3 35 52 1/8 x 70 3 4 36 1 52 1/8 X 79 3 4 INSTALLATION ANCHOR CHART NOTES: 1. Window sizes shown ore for Commodity Size Windows. 2. Modular Size Windows will use the anchor quantities shown for the next larger sized Commodity Window. 3. Anchor spacing requirements for Commodity and Modular Size Windows shown on this sheet. 4. Dimensions given ore for half radius head units, full radius will be shorter. WINDOW WIDTH ANCHOR SPACING (SEE BELOW WINDOW HEIGHT FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) ANCHOR JL(,T6' MAX. -J SPACING YP.) (SEE BELOW) MAX. (TYP.) WINDOW WIDTH LH HALF RADIUS I WINDOW HEIGHT ANCHOR SPACING (SEE BELOW I SHOWN. RH OPPOSITE EQUALLY SPACE ANCHORS (TYP.) ANCHOR JL`6' MAX.J SPACING YP.) (SEE BELOW) MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) WOOD SCREW: 24' Q.C. MAX. (TYP.) NAIL: -------------- 7' Q.C. MAX. FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL Spacing applicable to Cornrhodity Sizes shown in anchor chart and Modular Sizes. IMPORTANT INFORMATION & GENERAL NOTES (cunt.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) #8 WOOD SCREWS: 16) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 17) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING COMPONENT. 18) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. r NAILS: 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING COMPONENT(GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 20) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148, b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 21) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 25) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, TT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA TITLE: INSTALLAT[ON DETAIL W/08 SCREWS OR NAILS SINGLE HUNG RADIUS HEAD FIN - SERIES 1000,1500, & 2000 (DRAWN BY: RJA I APPROVED BY: RJA I DATE:7/29/04 1SCALE: N. T. S. IDWG.:FLEX0041 SHEET 2 OF 2 ONE BY WOOD BUCK BY OTHERS (NOTES 7 & 8) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & ONE BY BUCK / VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS SILL PAN FLASHING RECOMMENDED TWO BY WOOD FRAMING BY OTHERS (NOTE 6) INSTALLATION ANCHOR #10 WOOD SCREW (Note 11, 12 & 14 ) TWO BY WOOD FRAMING BY OTHERS (NOTE 6) CAULK BETWEEN ONE BY BUCK & FTWO BY FRAMING BY OTHERS 1-3/8' MIN. EMBEDMENT I INSTALLATION ANCHOR aln WnnD SCREW (Note 11 & 12) INSTALLATION ANCHOR FLANGE TYPE #10 WOOD WINDOW FRAME SCREW HEADER (Note 11 & 12> GLASS (TYP.) (SEE NOTES) B.H. SECTION (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) B.W. 1-3/11' MIN. (BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD #10 WDDD SCREW BUCK BY OTHERS (Note 11 & 12) A (NOTE 7 & 8) SHIM AS REQ'D. A char 1/4' MAX. L cation RIGID VINYL (SEE NOTES) Ae Ve GLAZING BEAD Me ting Ra' (TYP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE YRoA-1 nc WINDOW FRAME ocA JAMB CAULK BETWEEN Be, ee WINDOW FLANGE PERIMETER A WOOD BUCK SECTION B—B CAULK W W BY OTHERS (WINDOW WIDTH) - IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS FOR INSTALLATIONS UP TO 70 PSF INSTALL WINDOW WITH #10 WOOD SCREWS IN ALL FABRICATED INSTALLATION HOLES. INSTALL FRAME SILL WITH VULKEM 116 OR APPROVED EQUAL TO ONE BY BUCK. j�"" j VIEWED D J W.H. F TWO BY I WOOD FRAMING H CAULK BETWEEN BY OTHERS ONE BY BUCK & (NOTE 6) TWO BY FRAMING STUCCO BY OTHERS BY OTHERS ANCHOR INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK. OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISM AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND JAMB TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES PER FBC, SECTION 1707.4.4.2 AND TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 1-3/8' MIN. EMBEDMENT DisClaimer. The purpose of this installation drawing is to present the manufacturers recommendolions for anchorage (i.e.. wood screws, nails and I AB Vulkem structural adhesive) to ocfueve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendotions regarding floshing. sealing, sealants or other pint sealant p(octices does not constitute a warranty either expressed or implied. LONE BY WOOD BUCK BY OTHERS (Buck must be structurally attached to N the Two By Wood Framing. See Note 14) a 06 in CAULK BETWEEN W W ONE BY BUCK & 4 W DEC 16 2004 TWO BY FRAMING c, W/ VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL W n m Q A —A � 4 FROM EXTERIOR E K B G ELEVATION 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113- DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2- THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 7. 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR # 10 WOOD SCREW WITH A 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 11) # 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT THE HEAD AND JAMBS AS FOLLOWS: a) ONE BY WOOD BUCK ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (shown), b) TWO BY WOOD BUCK STRUCTURALLY ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (not shown), c) STRUCTURAL TWO BY WOOD FRAMING (not shown). 12) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 13) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 14) FRAME SILL WILL BE CAULKED/SEALED WITH VULKEM 116 OR APPROVED EQUAL ONE BY WOOD BUCK AT SILL MUST BE STRUCTURALLY ATTACHED TO THE TWO BY WOOD FRAMING AS FOLLOWS. INSTALL A MINIMUM OF THREE (3) # 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT A LOCATION 6" FROM EACH END OF THE WINDOW SILL'S FRAME AND AT A LOCATION AT THE MIDPOINT (+/- 2") ALONG THE WINDOW SILLS WIDTH. DESIGN PRESSURE RATING & FBC REQUIREMENTS 15) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO +/- 70 PSF. 16) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 17) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 07.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. S ` D S7`✓vc fi�1�t ZK REV DESCRIPTION DATE INI FLORIDA EXTRUDERS z 40 JEWETTALANEC CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA A REVISE NOTES 3. 7, 9 & 17. ADDED NOTE 6 AND 8. RENUMBERED NOTES 10 TO 17. REVISED OR ADDED NOTE O LUSTRA71ONS AND REFERENCES. 12/ 19/03 RJA TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 B ADDED DISCLAIMER AND CLARIFIED LOCATION OF ,IAMB ANCHORS. 7/29/04 JRJA DRAWN BY: JBH IDATE:7/29/04 APPROVED BY: RJA SCALE: N T S DWG .: F L E X 0 0 4 8 rICAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W.H. (WINDOW HEIGHT) 2x4, 2x6 or 2x8 B W WOOD FRAMING (BUCK WIDTH) BY OTHERS (SEE NOTE 21) SHIM AS REQ'D. \ 1/4' MAX. (SEE NOTES) 1-3/8' MIN EMBEDMENT I SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) ONE BY WOOD BUCK BY OTHER! (NOTE 7 & 8) INSTALLATION ANCHOR #10 WOOD SCREW FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME INSTALLATION ANC #10 WOOD SCREW B.H. (BUCK HEIGHT) GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE --- WINDOW FRAME CAULK BETWEEN WINDOW FLANGE & WOOD BUCK 1 MIN. W.W. (WINDOW WIDTH) 3/8' MIN IBEDMENT SECTION B-B 2x4, 2x6 or 2x8 WOOD FRAMING BY OTHERS (SEE NOTE 21) INSTALLATION ANCHOR #10 WOOD SCREW ONE BY WOOD BUCK BY OTHERS (NOTE 7 & 8) CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS W.H. W.W. A� SEE NOTE 10 FOR SPACING ELEVATION SEE NOTE 10 FOR SPACING 6' MAX. (TYP.) f 6' MAX. (TYP.) VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH SAME METHOD AS SHOWN AT HEAD. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. EMBEDMENT U .C14 W 1� a C' v O 6 wZ D Cr W 2x4, 2x6 or 2x8 a W WOOD FRAMING J BY OTHERS a (SEE NOTE 21) W 0 g SECTION A -A Disclaimer: The purpose of this installation droving is to present the manufacturer's D recommendations for anchorage (i.e - wood screws and nods),to achieve the design pressure specified on the fenestration product as required by Florida BiAding Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding ilost>Sng: sealing; ealonts'or other joint sealant practices does not constitute a warranty either expressed or implied. nn Gt/!�t �ptU li✓ 5�2��!-� Z!� REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE C 9E&S10. ADDED NOTE 21 12/19/03 R J A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA DEC 1 6 200 AND ILLUSTRATION TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME REFERENCES. ADDED NOTE C & 8 TO ONE BY eucic CALL -OUT. F I XE D FLANGE WINDOW - SERIES 1000 & 2000 14 rD ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0042 SHEET 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 7. 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. #10 WOOD SCREW ANCHOR INSTALLATION INSTRUCTIONS: 10) WHERE WINDOW IS INSTALLED IN WOOD FRAMED OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR FRAMING AND NON-STRUCTURAL ONE BUY WOOD BUCK, USE 410 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR FRAMING. 11) WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW, THIS SHEET): a) SERIES 1000 & 2000 - HEAD: i) 30 TO 45 psf: 6" MAX FROM CORNER & 18" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 14" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 12" O.C. MAX. b) SERIES 1000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 15" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 12" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 15" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 14" O.C. MAX. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 14) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 16) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. I SEE NOTE 10 FOR SPACING 1 6' MAX. (TYP.) SEE NOTE 10 FOR L SPACING 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING & FBC REQUIREMENTS 17) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD AND OTHER APPROVED FRAMING MEMBERS MARCH 1, 2002. 21) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. RE v FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: RJA APPROVED BY: RJA D DATE:7/29/04 SCALE: NTS IDWG.: FLEX0042 SHEET 2 OF 2 CONCRETE OR INSTALLATION ANCHOR — MASONRY OPENING 2x6 or 2x8 010 WOOD SCREW ONE BY WOOD BY OTHERS WOOD BY OTHERS (NOTE 23) BUCK BY OTHERS (SEE NOTE 6) (NOTE Il & 12) CAULK BETWEEN ONE BY WOOD (OPTIONAL -NOTE 23) DOOR FLANGE 4 BUCK BY OTHERS & WOOD BUCK o (NOTE 11 & 12) (OPTIONAL -NOTE 23) SHIM AS o p REQ'D (SEE 1 3/8' MIN. NOTES) —� PERIMETER EMBEDMENT CAULK BY SLIDING GLASS OTHERS +/4' MAX. DOOR FRAME SHIM SPACE JAMB _ CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE 1 D n o ` O INSTALLATION ANCHOR ° #18 WOOD SCREW W/PLASTIC 1-1/4' MIN. ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. INSTALLATION ANCHOR SEE NOTE 22) 3/16' DIA. TAPPER LIBERALLY APPLY CAULKING (NOTE 17) UNDER SILL OR SET SILL IN CONCRETE OR BED OF CONCRETE (SEE NOTE 2). MASONRY OPENING SHIM AS REQUIRED (SEE NOTE 1). BY OTHERS 1/4' MAX. SHIM SPACE TEMPERED GLASS SHIM AS (TYP.) REQ'D (SEE NOTES) PERIMETER CAULK BY SLIDING OTHERS GLASS DOOR FRAME . S.G.D. WIDTH HEAD _TEMPERED GLASS (TYP.) SECTION B-B DOOR HEIGHT A i' EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) N an W n a C' 00 " z D: W 0 EC 1 6 2004 ~ W �a W m &� 1 3/8' MIN. EMBEDMENT 2X4, 2X6 OR 2X8 WOOD BY OTHERS (NOTE 6) p 2x6 or 2x8 �- WOOD BY OTHERS a (SEE NOTE 6) a 0 INSTALLATION ANCHOR #10 WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES CAULK BETWEEN SPACED 2' APART ON OPPOSITE FLANGES.) ONE BY BUCK & TWO BY FRAMING BY OTHERS SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR # 10 WOOD SCREW (NOTE 23) CAULK BETWEEN DOOR FLANGE TEMPERED & WOOD BUCK GLASS (TYP.) 4 CONCRETE OR MASONRY OPENING BY OTHERS 0 CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN HOOK STRIP & d WOOD BUCK 1 3/8' MIN.' EMBEDMENT (TYP.) a 4 a a 3/4' MAX. STUCCO BY OTHERS SLIDING GLASS DOOR INTERLOCK HDDK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] Disclaimer. The purpose of this installation drawing is to present the manufacturer's recommendations for ACanchorage (i.e.. concrete screws, wood screws and noils) to achieve the design pressure specified on the fenestration product as required by Floridd: u®ding Code, Section 1707.4.4, Anchorage Methods. Recommendations regarding flashing, seofing,'seolonts'or Other joint sealant practices does not constitute a warranty either expressed or implied. S / ll� S ✓'d c(iit/ r,�.Q Z }� REV DESCRIPTION DATE INI INTERNATIONAL, INC REVISED NOTES 1, z. 3. 6. 31. 12- 12/18/03 RJA FL-ORIDA EXTRUDERS 2540 JEWETT LANE B 13. 23. 27 A 32 AND ADDED AND/OR CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA REVISED RETATEO REFEAEAICES AND/OR UUSTRATIDNS ADDED NOTE 22 AND RELATED uDSTRA"DNS TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 RENUMBERED NOTES 6 TO 10 A 23 TO 32 ANDREv15ED REFERENCES TO MASONRY INSTALLATION WITH STRUCTURAL ?1`X` 3 NES DOORS.ND'NOTES.DOORSREVISED `� FOR BUCK AND 010 SCREWS 9pxx -PA C ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA DATE: 7/29/04 sCALE: NTS IDWG #: FLEX0043 SHEET I OF 2 I ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#10 WS) SILL (TAPPER) JAMBS (#10 WS) HOOK STRIP (#10 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX. XO 48 x 80 6 6 6 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 :DI 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 D1 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX. XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 1/8 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 118 x 80 16 16 16 1 8 10 132 11 D3 8 8 9080 OXO 109 1/8 x 96 12, 12 12 6 6 6 10 10 12080 OXO 145 1/8 x 96 14 14 14 7 8(DI) 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 16 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 118 x 120 14 14 14 7 9 D2 10 D3 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 D1 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 02 11 D3 8 8 9080 XXX 106 518 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 518 x 96 14 14 14 7 8 01 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 16 8 11 D3 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 D2 10 133 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 01 8 8 16068 OXXO 191 518 x 80 18 18 18 9 10 D1 12 D3 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 OXXO 191 5/8 x 96 18 18 18 9 12 D3 14 05 10 10 100100 OXXO 119 518 x 120 12 12 12 6 6 7 D1 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 D2 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 18 18 10 D1 13 D4 16 D7 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 1 7 7 8 D1 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 01 10 02 12 D4 8 8 10080 XXXX 117 114 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8(DI) 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 16 9 D1 12 04 13 D5 10 10 100100 XXXX 117 1/4 x 120 12 12 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 1 14 7 8 D1 10 D3 12 12 160100 XXXX 189 1/4 x 120 1 16 16 1 18 1 10 112 13 D5 15 07 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'O. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "131" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) -D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "04" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "D6" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL. B: SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED. C: LOCATIONS IN SILL OTHER THAN AS LISTED IN A & B. IMPORTANT INFORMATION & GENERAL NOTES (coot.) GENERAL INSTALLATION INSTRUCTIONS (coat.) 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NON-STRUCTURAL ONE BY WOOD BUCK IS OPTIONAL. IF THE ONE BY WOOD BUCK IS USED, NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR # 10 WOOD SCREW AT 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 17) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER QUANTITIES AND ADDITIONAL INSTALLATION REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART, 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. I IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEAD AND IAMBS): #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK - HEAD AND JAMBS): #10 WOOD SCREW (WITH A STRUCTURAL TWO BY WOOD BUCK FOR THE POCKET DOOR HOOK STRIP): 23) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A COMBINATION OF STRUCTUAL TWO BY AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCKS AS SHOWN OR DIRECTLY INTO TWO BY BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEMNG THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR # 10 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, IAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 27) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW (1 3/8- MIN. EMB.) INSTALLATION SHALL BE ANCHORED WITH # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. EMBEDMENT INTO WOOD BUCK DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QIJANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 29) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 30) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 31) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 32) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, ETT LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 C MASONRY INSTALLATION WITH STRUCTURAL BUCK AND #10 SCREWS DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: NTS JDWG #: FLEX0043 SHEET 2 OF 2 J 1000 S.H. 1 X 2 X 1/8 1000 S.H. JAMB (TYP.) r TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.N. 1000 S.H. JAMB (TYP.) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 08 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION JAMB OT YP) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS \1___ SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) 1 X 2 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 2 X 4 X 3/8 #8 X 1-1/2 SELF TUBE MULLION TAPPING SMS SECTION A -A �2) 1 X 2 7/16 X 3/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 .X 4 X 3/8 / TUBE MULLION 98 X 1-1/2 SELF TAPPING SMS ONE BY WOOD DETAIL C ! BUCK BY OTHERS 1 CONCRETE OR MASONRY Q BY OTHERS 1 I/4' MIN. Q EMBEDMENT Q �— INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP TYPICAL MULLION TO CONCRETE @ HEAD MULLION (APPLIES TO HEAD & SILL WHERE I " X 4 In-& 2" X 4" TUBE MULLIONS ARE USED) #8 x 112 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 SELF Ttiv v tl.0 SMS (TYP.) \— DETAIL B ELEVATION #8 X 1/2 SELF VIEWED FROM EXTERIOR TAPPING SMS a0 G d N _0 3 _j 0 ID Z SEALANT BETWEEN _ Li- Z WINDOW FLANGES Q m & MULLION c - �— #8 X 1-1/2 SELF o0 0 v TAPPING SMS T� SECTION A -A (6) For olternote sill DETAIL B profiles where "Sill Clip" is not suitoble, it is occeptoble to use "Instollolion Clip' os shown in Detoil C with or w/o bucking). INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) x SILL CLIP — I 1 1/4' MIN. EMBEDMENT .Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) -tt MULLION —/ J INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD, FLORIDA TITLE: SER. 1000/ 1 S00 FLANGE SHEET I OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: I VMFLG _Z SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW WINDOW CALL TIP -TO -TIP SIZE SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A t CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1 X2 7/16Xt /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A-A(3) CAPACITY 1 X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY t X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(6) CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7) 19 1 /8 X 26 19 1 /8 X 38 3/8 19 1 /8 X 50 5/8 19 1 /8 X 56 1/4 19 1 /8 X 63 336.52 209.72 131.23 94.13 65.97 732.42 317.66 131.23 94.13 65.97 336.52 209.72 152.75 127.29 89.21 692.83 429.55 177.46 127.29 89.21 336.52 209.72 152.75 135.81 97.48 732.42 456.46 193.92 139.09 97.48 336.52 209.72 152.75 135.81 119.85 732.42 456.46 271.83 194.97 136.64 791.81 493.47 359.41 319.55 282.02 1187.72 740.20 539.12 460.17 423.03 791.81 493.47 359.41 319.55 282.02 1187.72 740.20 539.12 479.33 423.03 1187.72 740.20 539.12 479.33 423.03 12 13 14 145 15 16 19 1 /8 X 72 43.49 43.49 58.81 58.81 64.27 64.27 90.09 90.09 212.62 212.62 296.98 296.98 365.75 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 131.79 131.79 927.78 557.41 399.53 184.08 618.52 371.61 266.35 184.08 294.03 17 19 1 /8 X 84 1 HZ 26 1 /2 X 26 6 1 /2 X 38 3/8 26 1 /2 X 50 5/8 262.87 157.93 97.25 572.13 239.21 97.25 262.87 157.93 113.20 541.20 323.48 131.51 262.87 157.93 113.20 572.13 343.74 143.71 262.87 157.93 113.20 572.13 343.74 201.45 618.52 371.61 266.35 927.78 557.41 399.53 927.78 557.41 399.53 1 H3 11,14 1 H45 26 1 /2 X 56 1/4 69.43 48.44 69.43 48.44 93.89 65.51 93.89 65.51 100.17 71.58 102.59 71.58 100.17 88.01 143.81 100.34 235.70 207.10 339.42 236.83 235.70 207.10 353.55 310.65 353.55 310.65 i HS 26 1 /2 X 63 1 H6 26 1 /2 X 72 31.79 31.79 42.99 42.99 46.98 46.98 65.86 65.86 155.44 155.44 217.11 217.11 267.38 1 H7 26 1 /2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.99 133.99 214.02 510 765 22 37 X 26 216.75 471.75 216.75 471.75 216.75 471.75 216.75 471.75 510 765 765 23 37 X 38 3/8 122.22 185.12 122.22 250.32 122.22 266.00 122.22 266.00 287.57 431.36 287.57 431.36 431.36 24 7 X 50 5/8 73.34 73.34 85.36 99.17 85.36 108.37 85.36 151.91 200.86 301.29 200.86 301.29 301.29 245 37 X 56 1 /4 51.97 51.97 70.28 70.28 74.98 76.79 74.98 107.65 176.43 254.07 176.43 264.64 264.64 25 37 X 63 36.01 36.01 48.70 48.70 53.21 53.21 65.43 74.59 153.96 176.06 153.96 230.94 230.94 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 48.62 48.62 114.76 114.76 131.61 160.30 197.41 26 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 32 53 i /8 X 26 191.61 417.04 191.61 394.49 191.61 417.04 191.61 417.04 450.85 676.28 450.85 676.28 676.28 33 3 1 /8 X 38 3/8 98.38 149.02 98.38 201.51 98.38 214.14 98.38 214.14 231.50 347.25 231.50 347.25 347.25 34 53 1 /8 X 50 5/8 56.23 56.23 65.45 76.04 65.45 83.09 65.45 116.47 154.00 231.01 154.00 231.01 231.01 345 53 1 /8 X 56 114 39.32 39.32 53.17 53.17 56.73 58.10 56.73 81.44 133.48 192.22 133.48 200.23 200.23 35 53 1/8 X 63 26.92 26.92 36.40 36.40 39.78 39.78 48.91 55.76 115.08 131.60 115.08 172.63 172.63 36 53 1 /8 X 72 17.34 17.34 23.45 23.45 25.62 125.62 135.92 35.92 84.77 84.77 97.21 1 18.41 145.82 171.78 37 1 53 1 /8 X 84 10.51 10.51 14.21 14.21 115.53 15.53 21.77 121.77 151.39 51.39 71.78 120.81 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED INTERNATIONAL, INC AT EACH ENO USING 1 1 /4" EMBEDMENT. FLORIDA EXTRUDERS 2540 J EWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD FLORIDA THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS - S E R. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: J $H APPROVED BY: WA I3 DESIGN PRESSURE TO GOVERN. DATE: 6/ 1 7/ 0 4 scALE: FULL DWG.: I V M F I_ G PG 21 I 1000 S.H. ( JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) 1 X 2 X 3/8 TUBE MULLION TWO BY WOOD DETAIL C BUCK BY OTHERS —\ 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME & MULLION 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. 1 JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3� 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION 08 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) #8 X 1/2 SELF TAPPING SMS 2 X 4 X 3/8 - SEALANT BETWEEN TUBE MULLION WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) 1000 S.H. I X 2 7/16 X 3/8 JAMB (TYP_) I TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN #8 X iSELF TAPPING #8 S WINDOW FRAME SMS & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 X 4 X 3/8 / TUBE MULLION 1 1/8' MIN. EMBEDMENT MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C I SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD & SILL WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2" & 1 " X 2 7/16" TUBE MULLIONS ARE USED DETAIL B • For olternote sill profiles where "Sill Clip" is not suitoble, it is occeptoble to use "Instollotion Clip" os shown in Detoil C. SHEATHING INSTALLATION ANCHOR 118 WOOD SCREW (TYP.) SILL CLIP 1 1/8' MIN. EMBEDMENT F I I VOOD FRAMING AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 #8 SELF TAPPING / SMS (TYP.) —\— DETAIL B MULLION r #8 X 1/2 SELF ELEVATION TAPPING SMS VIEWED FROM EXTERIOR M W .- 00 n_ CV r7 � ` �♦ ; I � n bK _0 3 J 0 - SEALANT BETWEEN _ z -5Sb3 ; WINDOW FRAME & MULLION Q C C #8 X 1-1/2 SELF CO ° °' TAPPING SMS >,Ln i SECTION A -A (6) � C) LL- FLORIDA EXTRUDERS INTERNATIONAL, LINC ANE SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 VMF I N 2) FOR isomm SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A i CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY IX2 7/16XI/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1x2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY iX2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT. A-A(5) CAPACITY 1 X4X1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY I X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(6) CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7) 12 18 1/8 X 25 201.83 403.67 201.83 403.67 201.83 403.67 201.83 403.67 403.67 605.50 403.67 605.50 605.50 13 18 1/8 X 37 3/8 125.78 251.57 125.78 251.57 125.78 251.57 125.78 251.57 251.57 377.36 251.57 377.36 377.36 14 18 1/8 X 49 5/8 91.61 129.63 91.61 178.41 91.61 183.23 91.61 183.23 183.23 274.84 183.23 274.84 274.84 145 18 1/8 X 55 114 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162.91 244.36 162.91 244.36 244.36 15 18 1/8 X 62 65.16 65.16 71.88 89.68 71.88 95.70 71.88 135.52 143.77 215.66 143.77 215.66 215.66 16 18 1/8 X 71 42.96 42.96 59.13 59.13 62.15 63.09 62.15 89.35 124.30 186.46 124.30 _ 186.46 186.46 17 18 1/8 X 83 26.63 26.63 36.65 36.65 39.11 39.11 52.64 55.38 105.29 128.92 105.29 157.94 157.94 1 H2 25 1 /2 X 25 157.66 315.32 157.66 315.32 157.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1 H3 25 1 /2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 284.17 1 H4 25 1 /2 X 49 5/8 67.89 96.07 67.89 132.22 67.89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203.68 1 H45 25 1 /2 X 55 1 / 60.08 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.86 52.79 70.28 52.79 99.52 105.58 158.37 105.58 158.37 158.37 1 H6 25 1 /2 X 71 31.40 31.40 43.22 43.22 45.43 46.12 45.43 65.32 90.87 136.31 90.87 136.31 136.31 1 H7 25 1 /2 X 83 19.38 19.38 26.67 26.67 28.46 28.46 38.32 40.31 76.64 93.84 76.64 114.96 114.96 22 36 X 25 130 260 130 260 130 260 130 260 260 390 260 390 390 23 36 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 36 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 29.56 29.56 56.21 68.83 56.21 84.32 84.32 32 52 1/8 X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.92 229.84 229.84 344.77 229.84 344.77 344.77 33 52 1/8 X 37 3/8 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 118.02 177.03 118.02 177.03 177.03 34 52 1/8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1/8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1/8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1/8 X 71 17.13 17.13 23.57 23.57 24.78 25.15 24.78 35.62 49.56 74.34 49.56 74.34 74.34 37 52 1/8 X 83 10.38 10.38 14.29 14.29 15.25 15.25 20.53 21.59 F41.06 50.27 41.06 161.59 61.59 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING T INTERNATIONAL, INC REQUIRED AT EACH ENO USING t 1/8- EMBEDMENT. F LO R 1 D A EXTRUDERS 2540 J EWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES F I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS - S E R. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/CLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE:6 1 7/04 SCALE: FULL DWG.: I VMF I N PG 2 DETAII ._ -1 1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES-j/ v WINDOW FLANGES & MULLION & MULLION 148 X 1-1/2 SELF TAPPING SMS I X 2 X 3/8 TUBE MULLION 08 X 1/2 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) SECTION A -A (2) I X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. 1000 S.H. JAMB (TYP.) I I JAMB (TYP.) 118 X 1/2 SELF TAPPING SMS SEALANT BETWEEN _V SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION #8 X 1-1/2 SELF TAPPING SMS 1000 S.H. JAMB (TYP.) 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (3) SECTION A —A (4) 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN �/118 WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (5) SECTION A -A (O 1000 S.H. JAMB (TYP.) TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTALLATION SCF 08 X 1/2 SELF TAPPING SMS SEALANT BETWEEN ' #8 X 1-1/2 SELF WINDOW FLANGES MULLION TAPPING SMS & SECTION A -A (7) I.L_i 00 -NMI Y J Z m = lL Q ID U) C CO 0 a) c 't I` >,►n o � v� #8 SELF TAPPING SMS (TYP.) C ELEVATION VIEWED FROM EXTERIOR 'jiu r =s 1 OR 2X MULL I INTERNAL CLIP I -J L IX OR 2X MULL (TYP.) • For olternote sill SECTION B—B profiles where Sill Clip" is not suitoble. it is INSTALLATION ANCHOR occeptoble to use 3/16' DIA. TAPPER "Instollotion Clip" ANCHOR (TYP.) os Shown in [SCREW 1vMFLG, Detoil C �c SILL CUP with or w/o bucking). Q 1 1/4' MIN. Q EMBEDMENT Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O_ O - MULLION 0 FLORIDA EXTRUDERS' 2540NEWETT LANE SANFORD FLORIDA �;., ITLE:SER. 1000/ 1500 FLANGE SHEET I OF 2 <IF a_✓e VERTICAL MULLION INTO HORIZONTAL SEE OTHER SIDE ( SHEET 2 OF 2) FOR 1 DESIGN PRESSURE CAPACITIES ` ��' DRAWN BY: MSH APPROVED BY: WAB Sl0:nk��'_11. DATE:6/ 1 7/04 SCALE: NTS I DWG.: I VMHMFLG SERIES 1000 & 1500 FLANGE VERTICAL INTO HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2/2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 3/4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 2 CAPACITY 1 X2 7/16X I /81 TUBE MULL 2/2 ANCHORS SECT. A -A 3 CAPACITY X2 7/16X1/8 TUBE MULL 3/4 ANCHORS SECT. A -A 3 CAPACITY t X2 7/16X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4/4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 4/6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4/4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 4/6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6/6 ANCHORS SECT. A -A 7 12 19 1 /8 X 26 239.48 487.89 239.48 487.89 239.48 487.89 239.48 487.89 597.74 795.69 597.74 795.69 1187.72 13 19 1 /8 X 38 3/8 149.25 304.06 149.25 304.06 149.25 304.06 149.25 304.06 372.52 495.89 372.52 495.89 740.20 14 19 1 /8 X 50 5/8 108.70 131.23 108.70 177.46 108.70 193.92 108.70 221.46 271.32 361.17 271.32 361.17 539.12 145 19 1 /8 X 56 1/4 94.13 94.13 96.64 127.29 96.64 139.09 96.64 194.97 241.23 321.12 241.23 321.12 479.33 15 19 1 /8 X 63 65.97 65.97 85.29 89.21 85.29 97.48 85.29 136.64 212.89 283.40 212.89 283.40 423.03 16 19 1 /8 X 72 43.49 43.49 58.81 58.81 64.27 64.27 73.74 90.09 184.07 212.62 184.07 245.03 365.75 17 19 1 /8 X 84 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 131.79 131.79 155.92 184.08 294.03 621.55 466.92 621.55 927.78 1 H2 26 1 /2 X 26 187.07 381.12 187.07 381.12 187.07 381.12 187.07 381.12 466.92 1 H3 26 1 /2 X 38 3/8 112.39 228.97 112.39 228.97 112.39 228.97 112.39 228.97 280.53 373.43 280.53 373.43 557.41 1 H4 26 1 /2 X 50 5/ 80.56 97.25 80.56 131.51 80.56 143.71 80.56 164.12 201.07 267.66 201.07 267.66 399.53 1 H45 26 1 /2 X 56 1/4 69.43 69.43 71.28 93.89 71.28 102.59 71.28 143.81 177.93 236.85 177.93 236.85 353.55 1 H5 26 1 /2 X 63 48.44 48.44 62.63 65.51 62.63 71.58 62.63 100.34 156.34 208.11 156.34 208.11 310.65 1 H6 26 1 /2 X 72 31.79 31.79 42.99 42.99 46.98 46.98 53.91 65.86 134.56 155.44 134.56 179.13 267.38 1 H7 26 1 /2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.49 133.99 214.02 512.5 385 512.5 765 22 37 X 26 154.25 314.25 154.25 314.25 154.25 314.25 154.25 314.25 385 23 37 X 38 3/8 86.97 177.19 86.97 177.19 86.97 177.19 86.97 177.19 217.09 288.98 217.09 288.98 431.36 24 37 X 50 5/8 60.75 73.34 60.75 99.17 60.75 108.37 60.75 123.76 151.63 201.84 151.63 201.84 301.29 245 37 X 56 1 /4 51.97 51.97 53.36 70.28 53.36 76.79 53.36 107.65 133.19 177.29 133.19 177.29 264.64 25 37 X 63 36.01 36.01 46.56 48.70 46.56 53.21 46.56 74.59 116.22 154.71 116.22 154.71 230.94 26 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 39.80 48.62 99.35 114.76 99.35 132.25 197.41 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 32 53 1 /8 X 26 136.36 277.80 136.36 277.80 136.36 277.80 136.36 277.80 340.35 453.06 340.35 453.06 676.28 33 53 1 /8 X 38 3/8 70.01 142.64 70.01 142.64 70.01 142.64 70.01 142.64 174.76 232.63 174.76 232.63 347.25 34 53 1 /8 X 50 5/8 46.57 56.23 46.57 76.04 46.57 83.09 46.57 94.89 116.26 154.76 116.26 154.76 231.01 345 53 1 /8 X 56 1/4 39.32 39.32 40.37 53.17 40.37 58.10 40.37 81.44 100.77 134.14 100.77 134.14 200.23 35 53 1 /8 X 63 26.92 26.92 34.80 36.40 34.80 39.78 34.80 55.76 86.87 115.65 86.87 115.65 172.63 36 53 1 /8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 29.40 35.92 73.39 84.77 73.39 97.69 145.82 37 53 1 /8 X 84 10.51 10.51 14.21 .14.21. 15.53 15.53 21.77 121.77 151.39 151.39 60.80 71.78 1114.66 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY W/ 1 1 /4" EMBEDMENT AT SILL AND #8 SCREWS INTO MULL 1 /8" WALL ALUMINUM AT TOP. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER of EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO, GOVERN. FLORIDA EXTRUDERS INTERNATIONAL. JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS INTO HORIZONTAL - SER. 1000 & 1500 DRAWN BY: JBH APPROVED BY: WAB DATE: 6/ 17/O4 sCALE: FULL DWG.: I VMHMFLG PG 2 1 1000 P.W./DESIGNER SILL (TYP.) .. n ., ELF 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-3 U WINDOW FLANGES �- #g X 3/4 SELF & MULLION \— 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1 ) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 �j TUBE MULLION SEALANT BE T WEEt WINDOW FLANGES & MULLION \-- #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 "A=1 / TUBE MULLION #8 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYP.) .. ., , . 1 X 2 X 3/8 TUBE MULLION 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.)' F 1 X 2 7/16 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE & MULLION 6" ' J/4 JLLt 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION \-#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2' X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY -� BY OTHERS ONE BY WOOD BUCK BY OTHERS \1 DETAIL_ B INSTALLATION ANCHOR 3116' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 a TUBE MULLION 4-- 1 1/4' MIN. EMBEDMENT DETAIL B r-- A r #8 X 3/4 SELF L� A TAPPING SMS - 1000 S.H. SECTION A -A (7) HEAD (TYP.) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL, LINC ANE SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H DATE-.6/ 17 / 0 4 APPROVED BY SCALE: N T S DWG.: WAB IHMFLG ■ mmiiIIIIIIIIIIIII z3 5tLHIL= i IUUU & 1SUU FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP SIZE TIP SIZE CAPACITY i X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY IX2 7/16XI/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16XI/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY Ix2 7/16x3/81 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY x2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY i X4X1 8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3 8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3 8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 12+HC 19 1/8 X 35 9/16 839.88 1679.78 839.88 1511.80 839.88 1679.78 839.88 1679.78 1679.78 2519.66 1679.78 2519.66 2519.66 13+HC 19 1/8 X 47 15/16 635.96 1271.93 635.96 1144.74 635.96 1271.93 635.96 1271.93 1271.93 1907.91 1271.93 1907.91 1907.91 14+HC 19 1/8 X 60 3/16 512.73 1025.47 512.73 922.92 512.73 1025.47 512.73 1025.47 1025.47 1538.21 1025.47 1538.21 1538.21 145+HC 19 1/8 X 65 13/16 470.84 941.68 470.84 847.51 470.84 941.68 470.84 941.68 941.68 1412.53 941.68 1412.53 1412.53 15+HC 19 1/8 X 72 9/16 428.80 857.60 428.80 771.84 428.80 857.60 428.80 857.60 857.60 1286.40 857.60 1286.40 16+HC 19 1/8 X 81 9/16 383.18 766.36 383.18 689.72 383.18 766.36 383.18 766.36 766.36 1149.54 766.36 1149.54 E280 4 17+HC 19 1/8 X 92 9/16 339.08 678.17 339.08 610.35 339.08 678.17 339.08 678.17 678.17 1017.26 678.17 1017.26 1017.26 1 H2+HC 26 1 /2 X 39 114 516.41 1032.83 516.41 929.54 516.41 1032.83 516.41 1032.83 1032.83 1549.24 1032.83 1549.24 1549.24 1 H3+HC 26 1/2 X 51 5/8 407.78 815.57 407.78 734.01 407.78 815.57 407.78 815.57 815.57 1223.36 815.57 1223.36 1223.36 1 H4+HC 26 1 /2 X 63 7/8 335.12 670.25 335.12 603.22 335.12 670.25 335.12 670.25 670.25 1005.38 670.25 1005.38 1005.36 1 H45+HC 6 1 /2 X 69 1 /2 309.78 619.56 309.78 557.60 309.78 619.56 309.78 619.56 619.56 929.34 619.56 929.34 929.34 1 H5+HC 26 1 /2 X 76 1/4 284.00 568.01 284.00 51 1 .21 284.00 568.01 284.00 568.01 568.01 852.01 568.01 852.01 852.01 1 H6+HC 26 1 /2 X 82 114 255.64 511.28 255.64 460.16 255.64 511.28 255.64 511.28 511.28 766.93 511.28 766.93 766.93 1 H7+HC 26 1 /2 X 97 1/4 225.60 451.21 225.60 406.09 225.60 451.21 225.60 451.21 451.21 676.81 451.21 676.81 676.81 22+HC 37 X 44 1 /2 273.64 346.70 273.64 478.99 273.64 521.39 273.64 547.29 547.29 820.94 547.29 820.94 820.94 23+HC 37 X 56 7/8 253.51 321.20 253.51 443.75 253.51 483.03 253.51 507.02 507.02 760.54 507.02 760.54 760.54 24+HC 37 X 69 1/8- 212.98 269.85 212.98 372.81 212.98 405.81 212.98 425.97 425.97 638.95 425.97 638.95 638.95 245+HC 37 X 74 3/4 198.41 251.39 198.41 347.31 198.41 378.05 198.41 396.83 396.83 595.25 396.83 595.25 595.25 25+HC 37 X 81 1 /2 183.37 232.32 183.37 320.97 183.37 349.38 183.37 366.74 366.74 550.11 366.74 550.11 550.11 26+HC 37 X 90 1 /2 166.53 210.99 166.53 291.49 166.53 317.30 166.53 333.06 333.06 499.59 333.06 499.59 499.59 27+HC 37 X 102 1 /2 148.36 187.97 148.36 259.69 148.36 282.68 148.36 296.72 296.72 445.09 296.72 445.09 445.09 32+HC 53 1/8 X 51 9/16 88.34 88.34 122.05 122.05 132.85 132.85 148.14 189.45 296.28 444.42 296.28 444.42 444.42 33+HC 53 1/8 X 63 15/16 78.25 78.25 108.11 108.11 117.68 117.68 131.02 167.82 262.04 393.06 262.04 393.06 393.06 34+HC 53 1/8 X 76 3/16 74.77 74.77 103.30 103.30 112.44 112.44 125.12 160.35 250.25 375.37 250.25 375.37 375.37 345+HC 53 1/8 x 81 13/16 72.20 72.20 99.75 99.75 108.58 108.58 120.77 154.83 241.55 362.32 241.55 362.32 362.32 35+HC 53 1/8 X 88 9/16 67.38 67.38 93.08 93.08 101.33 101.33 112.62 144.49 225.25 337.88 225.25 337.88 337.88 36+HC 53 1/8 x 97 9/16 61.87 61.87 85.48 85.48 93.04 93.04 103.33 132.68 206.67 310.00 206.67 310.00 1310.00 37+HC 53 1/8 X 109 9/16 55.79. 55.79 77.07 77.07 83.90 83.90 93.09 119.64 186.18 279.28 186.18 279.28 279.28 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED INTERNATIONAL, INC FLORIDA AT EACH ENO USING I 1/4" EMBEDMENT, DA EXTRUDERS 2540 JEWETT LANE Bj PRESSURES GIVEN IN PSF ARE... FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD FLORIDA THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WIT1iOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - S E R . 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, _...._ EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE:6/ 1 7/04 SCALE: FULL DWG.: I HMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) un v 7iw SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-' U - #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A _(3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS \� TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (S) 1000 P.W./DESIGNER SILL (TYP.) SELF CIS AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REOUIRED) 0 DETAIL C O _O i X 2 X 3/8 TUBE MULLION MULLION --.t16 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) r1000 P.W./DESIGNER SILL (TYP.) r— " VA SELF NS 1 X 2 7/16 X 3/8 TUBE MULLION SEALANT BETWEEN _ WINDOW FLANGE & MULLION 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) r1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 4F TUBE MULLION \-- #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS — 1000 S.H. SECTION A -A (7) HEAD (TYP.) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 & SILL WHERE 1 " X 4 APPLIES TO HEAD & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C� 1 1 1/8' MIN. F EMBEDMENT ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE 1" X 2" For olternote & I- X 2 7/16- TUBE MULLIONS ARE USED • profiles where SHEATHING"Horizontol Clip" is not suitoble. it is occeptoble VIX to use rR INSTALLATION ANCHOR "Instollotion Clip" N8 WOOD SCREW os shown in (TYP.) Detoil C. ■ HORIZ. CUP 1 1/8' MIN. EMBEDMENT FLORIDA EXTRUDERS S540 J D,ETTLANEFLORIDA INTERNATIONAL, INC. TITLE: SER. 1000/ 1 SOO FIN SHEET I OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH DATE: 6/ 1 7/ 0 4 APPROVED BY: WAB SCALE: N T S I DWG.: I HMF I N s �I� - 02y SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A i CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 IX2 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 WINDOW CALL SIZE 18 1/8 X 34 9/16 428.17 856.35 428.17 856.35 428.17 856.35 428.17 856.35 856.35 1284.53 856.35 1284.53 1284.53 12+HC 13+HC 18 1/8 X 46 15/16 324.21 648.43 324.21 648.43 324.21 648.43 324.21 648.43 648.43 972.65 648.43 972.65 972.65 14+HC 18 1/8 X 59 3/16 261.39 522.79 261.39 522.79 261.39 522.79 261.39 522.79 522.79 784.18 522.79 784.18 784.18 145+HC 18 1/8 X 64 13/16 240.03 480.07 240.03 480.07 240.03 480.07 240.03 480.07 480.07 720.11 480.07 720.11 720.11 15+HC 18 1/8 X 71 9/16 218.60 437.20 218.60 437.20 218.60 437.20 218.60 437.20 437.20 655.81 437.20 655.81 655.81 16+HC 18 1/8 X 80 9/16 195.34 390.69 195.34 390.69 195.34 390.69 195.34 390.69 390.69 586.04 390.69 586.04 586.04 17+HC 18 1/8 X 91 9/16 171.07 342.15 171.07 342.15 171.07 342.15 171.07 342.15 342.15 513.23 342.15 513.23 513.23 1 H2+HC 1 H3+HC 25 1 /2 X 38 1/4 5 1 /2 X 50 5/ 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 526.54 415.78 789.81 623.67 526.54 415.78 789.81 623.67 789.81 623.67 1 H4+HC 25 1 /2 X 62 7/8 5 1 /2 X 68 1 /2 25 1 /2 X 75 114 25 1 /2 X 81 114 25 1 /2 X 96 1/4 170.84 157.92 144.78 130.32 115.01 341.69 315.85 289.57 260.65 230.02 170.84 157.92 144.78 130.32 115.01 341.69 315.85 289.57 260.65 230.02 170.84 157.92 144.78 130.32 115.01 341.69 315.85 289.57 260.65 230.02 170.84 157.92 144.78 130.32 115.01 139.50 341.69 315.85 289.57 260.65 230.02 279.01 341.69 315.85 289.57 260.65 230.02 279.01 512.54 473.78 434.36 390.98 345.04 418.51 341.69 315.85 289.57 260.65 230.02 279.01 512.54 473.78 434.36 390.98 345.04 418.51 512.54 473.78 434.36 390.98 345.04 418.51 1 H45+HC 1 H5+HC 1 H6+HC 1 H7+HC 22+HC 36 X 43 1 /2 139.50 279.01 139.50 279.01 139.50 279.01 23+HC 36 X 55 7/8 129.24 258.48 129.24 258.48 129.24 258.48 129.24 258.48 258.48 387.72 258.48 387.72 387.72 24+HC 36 X 68 1/8 108.58 217.16 108.58 217.16 108.58 217.16 108.58 217.16 217.16 325.74 217.16 325.74 325.74 245+HC 36 X 73 3/4 _ 101.15 202.31 101.15 202.31 101.15 202.31 101.15 202.31 202.31 303.46 202.31 303.46 303.46 25+HC 36 X 80 1 /2 93.48 186.96 93.48 186.96 93.48 186.96 93.48 186.96 186.96 280.44 186.96 280.44 280.44 26+HC 36 X 89 1 /2 84.89 169.79 84.89 169.79 84.89 169.79 84.89 169.79 169.79 254.69 169.79 254.69 254.69 27+HC 36 X 101 1 /2 75.63 151.27 75.63 151.27 75.63 151.27 75.63 151.27 151.27 226.90 151.27 226.90 226.90 32+HC 52 1/8 X 50 9/16 74.52 87.63 74.52 122.28 74.52 130.48 74.52 149.05 149.05 223.57 149.05 223.57 223.57 33+HC 52 1/8 X 62 15/16 66.01 77.62 66.01 108.31 66.01 115.58 66.01 132.02 132.02 198.04 132.02 198.04 198.04 34+HC 52 1/8 X 75 3/16 63.07 74.16 63.07 103.49 63.07 110.44 63.07 126.15 126.15 189.23 126.15 189.23 189.23 345+HC 52 1/8 X 80 13/16 60.90 71.61 60.90 99.93 60.90 106.64 60.90 121.81 121.81 182.72 121.81 182.72 182.72 35+HC 52 1/8 X 87 9/16 56.84 66.83 56.84 93.26 56.84 99.52 56.84 113.68 113.68 170.52 113.68 170.52 170.52 36+HC 52 1/8 X 96 9/16 52.19 61.37 52.19 85.64 52.19 91.38 52.19 104.38 104.38 156.58 104.38 156.58 156.58 37+HC 52 1/8 X 108 9/16 47.06 --t-55.34 47.06 77.22 47.06 1 47.06 1 94.12 1 94.12 1141.19 1 94.12 1 141.19 1 141.19 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING REQUIRED AT EACH END USING 1 1/8- EMBEDMENT. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. ITITLE:DESIGN C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER Of EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDER S 2540 JEWETT LANE INTERNATIONAL, INC. SANFORD, FLORIDA PRESSURE CAPACITIES F I N HORIZONTAL MULLIONS - SER. 1000 1 �JGG DRAWN BY: MSH PROVED BY: WAB AP DATE:6/ 17/04 SCALE: FULL DWG-: 1 HMF I N PG 2 SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER F SILL (TYP.) nn' #8 X 3/4 SELF II TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (3) & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 �j TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A J5) 1000 P.W./DESIGNER SILL (TYP.) " I X 2 X 3/8 TUBE MULLION . 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGE __ - - " �rL1- & MULLION (—I X 2 7/16 X 3/8 TUBE MULLION sus A 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 nn F----10j-1 I TUBE MULLION \_ 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS Q 2 X 4 X 3/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A —A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 nth DETAIL B—\\ DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP 1/4' MIN. EMBEDMENT O MULLION ELEVATION VIEWED FROM EXTERIOR INTERNATIONAL, 2540JETTFLORTDA EXTRUDERS W LANE SANFORD. FLORIDA TI_ SER. 1000/1500 FLANGE SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WA B DATE:6/ 1 7/04 SCALE: NTS DWG.: I HMFLGTW SERIES 1`000 & 1500 FLANGE TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A-A(l) CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. -A CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A-A CAPACITY 1 X2 7/16X1/ TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/ TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X.3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X03/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TW12+HC 38 1/4 X 45 1/8 257.89 305.18 257.89 421.62 257.89 458.94 257.89 515.78 515.78 773.67 515.78 773.67 773.67 TW13+HC 38 1/4 X 57 1/2 241.49 285.77 241.49 394.81 241.49 429.76 241.49 482.98 482.98 724.47 482.98 724.47 724.47 TW14+HC 38 1/4 X 69 3/4 203.35 240.64 203.35 332.45 203.35 361.88 203.35 406.70 406.70 610.05 406.70 610.05 610.05 TW145+HC 38 1/4 X 75 3/8 189.60 224.36 189.60 309.97 189.60 337.41 189.60 379.20 379.20 568.80 379.20 568.80 568.80 TW15+HC 38 1/4 X 82 1/8 175.37 207.53 175.37 286.71 175.37 312.09 175.37 350.74 350.74 526.11 350.74 526.11 526.11 TW16+HC 38 1/4 X 91 1/8 159.41 188.65 159.41 260.63 159.41 283.70 159.41 318.83 318.83 478.25 318.83 478.25 478.25 TW17+HC 38 1/4 X 103 1/8 142.17 168.24 142.17 232.43 142.17 253.01 142.17 284.34 284.34 426.51 284.34 426.51 426.51 Tw1 H2+HC 53 X 52 1/2 89.12 89.12 123.13 123.13 134.03 134.03 146.76 191.13 293.53 440.30 293.53 440.30 440.30 TW1 H3+HC 53 X 64 7/8 78.96 78.96 109.09 109.09 118.75 118.75 130.03 169.34 260.07 390.11 260.07 390.11 390.11 TW1 H4+HC 53 X 77 1/8 75.48 75.48 104.28 104.28 113.51 113.51 124.30 161.88 248.61 372.92 248.61 372.92 372.92 TWiH45+H( 53 X 82 3/4 72.76 72.76 100.57 100.57 109.47 109.47 119.87 156.11 239.75 359.63 239.75 359.63 359.63 TW t H5+HC 53 X 89 1/2 67.93 67.93 93.85 93.85 102.15 102.15 1 1 1.86 145.67 223.73 335.59 223.73 335.59 335.59 TW1 H6+NC 53 X 98 1/2 62.37 62.37 86.17 86.17 93.79 93.79 102.71 133.75 205.42 308.13 205.42 308.13 308.13 TW 1 H7+HC 53 X 110 1/2 56.23 56.23 77.69 77.69 87.57 87.57 92.61 120.60 185.22 277.83 185.22 277.83 277.83 TW22+HC 74 X 63 25.78 25.78 35.61 35.61 38.77 38.77 55.28 55.28 130.41 130.41 167.34 184.26 251.01 TW23+HC 74 X 75 3/8 22.47 22.47 31.04 31.04 33.79 33.79 48.18 48.18 113.66 113.66 145.84 160.59 218.77 TW24+HC 74 X 87 5/8 20.62 20.62 28.48 28.48 31.00 31.00 44.22 44.22 104.30 104.30 133.84 147.37 200.76 TW245+HC 74 X 93 1/4 20.09 20.09 27.75 27.75 30.21 30.21 43.08 43.08 101.62 101.62 130.40 143.58 195.60 TW25+HC 74 X 100 19.66 19.66 27.17 27.17 29.57 29.57 42.71 42.17 99.48 99.48 127.65 140.56 191.48 TW26+HC 74 X 109 19.42 19.42 26.83 26.83 29.20 29.20 41.64 41.63 98.23 98.23 126.05 138.79 189.08 TW27+HC 74 X 121 18.00 18.00 24.87 24.87 27.07 27.07 38.60 38.60 91.06 91.06 116.85 128.66 175.27 TW32+HC 106 1/4 X 79 1/8 6.72 6.72 9.29 9.29 10.11 10.11 14.42 14.42 34.02 34.02 48.07 48.07 78.07 TW33+HC 106 1/4 X 91 1/2 5.89 5.89 8.14 8.14 8.86 8.86 12.63 12.63 29.80 29.80 42.11 42.11 68.38 TW34+HC 106 1/4 X 103 3/4 5.34 5.34 7.38 7.38 8.03 8.03 11.46 11.46 27.04 27.04 38.20 38.20 62.03 TW345+HC 106 1/4 X 109 3/8 5.15 5.15 7.12 7.12 7.75 7.75 11.06 11.06 26.08 26.08 36.86 36.86 59.85 TW35+HC 106 1/4 X 116 1/8 4.97 4.97 6.86 6.86 7.47 7.47 10.66 10.66 25.15 25.15 35.53 35.53 155.49 57.70 TW36+HC 106 1/4 X 125 1/8 4.78 4.78 6.60 6.60 7.19 7.19 10.25 10.25 24.18 124.18 34.17 34.17 TW37+HC tos 1/4 X 137 1/8 4.61 4.61 6.36 6.36 6.93 6.93 9.88 i9.88 23.32 23.32 32.94 32.94 53.50 NOTES: ` A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED AT EACH END USING 1 1/4- EMBEDMENT. FLORIDA EXTRUDERS INTERNATIONAL, INC. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE 2540 INTERNATIONAL, LANE THIS ULTIMATE LOAD IS BASED ON I.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENINGS DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - S E R . 1000 8& 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: .J BH APPROVED BY: WA B DESIGN PRESSURE TO GOVERN. DATE-. 6/ 1 7/ 0 4 SCALE: F UL L DWG.: 1 HMF L G T W PG 2 1000 P.W./DESIGNER SILL (TYP.) 1000 P.W./DESIGNER SILL (TYP.) AUXILIARY PLAT APPLIES TO HEAD & SILL WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED #8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN U 08 X 3/4 SELF WINDOW FLANGES & MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1 & MULLION 1000 P.W./DESIGNER SILL' (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 aVW[__"]j TUBE MULLION SEALANT BE T WEE1 WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS rIF"11 /r 1 X 4 X I/8 TUBE MULLION \-- 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) SELF VIS (FOR ADDITIONAL ANCHORS. WHEN RCOUIRED) O 1 X 2 X 3/8 TUBE MULLION MULLION 0 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.) SELF 4S ■III O O 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS DETAIL C TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) DETAIL C� 1 SEALANT Y BETWEEN WINDOW FLANGE & 1 1/8' Mil MULLION EMBEDMEN 2 7/16 X 3/8 1E MULLION RU - 1000 S.H. TAPPING / SELF PPING SMS HEAD (TYP.) SECTION A -A (4� 1000 P.W./DESIGNER SILL (TYP.) Ir #8 X 3/4 SFLF TAPPING SMS 1 X 4 X 3/8 TUBE MULLIOI \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) EXTERNAL MULLION INSTALLATION CLIP MULLION ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE 1" X 2" • For olternote & I" X 2 7/16" TUBE MULLIONS ARE USED profiles where \_#8 Horizontol Clip" is SHEATHING X 3/4 SELF not suitoble, it is ;ff TAPPING SMS occeptoble to use .Instollotion vcx rR — 1000 S.H. SECTION A —A Clip os (7) shown in Detoil C. �_ INSTALLATION ANCHOR NO WOOD SCREW HEAD (TYP.) (TYP.) ■ HORIZ. CLIP Woyne A. Block. P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 1 1/8' MIN. EMBEDMENT FLORIDA EXTRUDERS I2540 JEWETT LANE SANFORD FLORIDA y� TITLE: SER. 1000/ 1500 FIN SHEET I OF 2 �� ✓. TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH WAB APPROVED BY: DATE:6/ 1 7/04 SCALE: NTS DWG.: I HMF I NTW - SERIES 1000 & 1500 FIN TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS -A CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A- CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS - CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A CAPACITY 1 X2 7/16X1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16x1 / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 x2 7/16x3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TW12+HC 37 1/4 X 44 1/8 131.47 262.94 131.47 262.94 131.47 262.94 131.47 262.94 262.94 394.42 262.94 394.42 394.42 TW13+HC 7 1/4 X 56 1/2 123.11 246.22 123.11 246.22 123.11 246.22 123.11 246.22 246.22 369.33 246.22 369.33 369.33 TW 14+HC 37 1/4 X 68 3/4 103.66 207.33 103.66 207.33 103.86 207.33 103.86 207.33 207.33 311.00 207.33 311.00 31 1.00 TW145+HC 7 1/4 x 74 3/8 96.65 193.31 96.65 193.31 96.65 193.31 96.65 193.31 193.31 289.97 193.31 289.97 289.97 TW15+HC 37 1/4 X 81 1/8 89.40 178.80 89.40 178.80 89.40 178.80 89.40 178.80 178.80 268.21 178.80 268.21 268.21 TW 16+HC 37 1/4 X 90 1/8 81.27 162.54 81.27 162.54 81.27 162.54 81.27 162.54 162.54 243.81 162.54 243.81 243.81 TW17+HC 37 1/4 X 102 1/8 72.48 144.96 72.48 144.96 72.48 144.96 72.48 144.96 144.96 217.44 144.96 217.44 217.44 TW 1 H2+HC 52 X 51 1/2 74.82 88.40 74.82 123.36 74.82 131.64 74.82 149.64 149.64 224.47 149.64 224.47 224.47 TWiH3+HC 52 X 63 7/8 66.29 78.32 66.29 109.30 66.29 116.63 66.29 .132.58 132.58 19.8.87 132.58 198.87 198.87 TW1 H4+HC 52 X 76 1/8 63.37 74.87 63.37 104.48 63.37 1 1 1.49 63.37 126.74 126.74 190.11 126.74 190.11 190.11 TW1H45+H 52 X 81 3/4 61.11 72.20 61.11 100.76 61.11 107.52 61.11 122.22 122.22 183.34 122.22 83.34 183.34 Twt H5+HC 52 X 88 1/2 57.02 67.38 57.02 94.02 57.02 100.33 57.02 114.05 114.05 171.08 114.05 71.08 1157.09 171.08 TW1 H6+HC 52 X 97 1/2 52.36 61.86 52.36 86.33 52.36 92.12 52.36 104.72 104.72 157.09 104.72 157.09 TW t H7+HC 52 X 109 1/2 47.21 55.78 47.21 77.84 47.21 83.06 47.21 94.42 94.42 141.63 94.42 141.63 141.63 TW22+HC 73 X 62 25.57 25.57 35.68 35.68 38.07 38.07 42.65 54.90 85.31 127.68 85.31 127.96 127.96 TW23+HC 73 X 74 3/8 22.28 22.28 31.10 31.10 33.18 33.18 37.17 47.85 74.35 111.28 74.35 111.53 111.53 TW24+HC 73 X 86 5/8 20.45 20.45 28.54 28.54 30.45 30.45 34.11 43.91 68.23 102.12 68.23 102.34 102.34 TW245+HC 73 X 92 1/4 19.92 19.92 27.80 27.80 29.67 29.67 33.24 42.78 66.48 99.49 66.48 99.72 99.72 TW25+HC 73 X 99 19.50 19.50 27.22 27.22 29.04 29.04 32.53 41.88 65.07 97.40 65.07 97.61 97.61 TW26+HC 73 X 108 19.26 19.26 26.88 26.88 28.68 28.68 32.13 41.36 64.26 96.17 64.26 96.39 96.39 TW27+HC 73 X 120 17.85 17.85 24.91 24.91 26.59 26.59 29.78 38.34 59.57 89.15 59.57 89.35 89.35 TW32+HC 105 1/4 X 78 1/8 6.67 6.67 9.31 9.31 9.93 9.93 14.32 14.32 33.31 33.31 46.27 47.51 69.41 TW33+HC 1o5 1/4 X 90 1/2 5.84 5.84 8.15 8.15 8.70 8.70 12.55 12.55 29.18 29.18 40.53 41.62 60.80 TW34+HC 105 1/4 x 102 3/4 5.30 5.30 7.39 7.39 7.89 7.89 11.38 11.38 26.47 26.47 36.76 37.75 55.15 TW345+HC 105 1/4 X 108 3/8 5.11 5.11 7.13 7.13 7.61 7.61 10.98 10.98 25.54 25.54 35.47 36.42 53.21 TW35+HC 105 1/4 x 115 1/8 4.93 4.93 6.88 6.88 7.34 7.34 10.58 10.58 24.62 24.62 34.20 35.11 51.30 TW36+HC 105 1/4 X 124 1/8 4.74 4.74 6.61 6.61 7.06 7.06 10.18 10.18 23.68 23.68 32.89 33.77 49.33 TW37+HC 105 1/4 x 136 1/8 4.57 4.57 6.38 6.38 6.80 6.80 9.81 9.81 22.83 22.83 31.71 32.56 47.56 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR y8 WOOD INTERNATIONAL, INC. REQUIRED AT EACH END USING 1 1/8" EMBEDMENT. FLORIDA EXTRUDERS SCREWS INTO WOOD FRAMING B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE 2540 JEwETT LANE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES F I N C) THE MULLED WINDOW ASSEMBLYS OVERALL DESIGN PRESSURE RATING IS THE LOWER' OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - SER. 1000 & 1 500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE:6/ 1 %/04 SCALE: FULL DWG.: I HME I NTW PG 2 SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER f- SILL (TYP.) #8 X 3/4 SELF \TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 Ir TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \-- #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES - #8 X 3/4 SELF & MULLION TAPPING SMS I X 4 X 1/8 F`11 TUBE MULLION \-08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYP.) u n V -1 / w ` CLF I X 2 X 3/8 TUBE MULLION pa A 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (2) WINDOW FLANGE & MULLION -� 1000 P.W./DESIGNER r- - - SILL (TYP.) `'ELF I X 2 7/16 X 3/8 TUBE MULLION pa x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4 1000 P.W./DESIGNER SILL (T-YP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 nC) F—Z(3J-1 TUBE MULLION \--#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE I " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS ONE BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION I\—#8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A -A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 4 t' 52 -4UN C' S S 0// DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) 1-�- 1 1/4' MIN. EMBEDMENT EXTERNAL MULLION INSTALLATION CLIP MULLION I A %i ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS'2540NJEWETT LANE SANFORD FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: I HMFLGTR SERIES 1000 & 1500 FLANGE TRIPLE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A-A CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A-A(1) CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A-A CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A CAPACITY 1 X2 7/16X 1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X1 / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY i X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY I X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/$ TUBE MULL 6 ANCHORS SECT. A -A 7 122.98 221.99 290.09 221.99 332.99 332.99 TR 12+TN 57 3/8 X 74 57.34 57.34 79.22 79.22 86.24 86.24 110.99 TR 13+TN 57 3/8 X 86 3/8 51.30 51.30 70.88 70.88 77.15 77.15 99.30 110.02 198.60 259.52 198.60 297.90 297.90 TR 1 4+TN 57 3/8 X 98 5/8 48.70 48.70 67.29 67.29 73.24 73.24 94.27 104.45 188.55 246.39 188.55 282.82 282.82 TR145+TN 57 3/8 X 104 1/4 48.36 48.36 66.81 66.81 72.73 72.73 93.61 103.71 187.22 244.65 187.22 280.83 280.83 TR 15+TN 57 3/8 X 111 46.02 46.02 63.59 63.59 69.22 69.22 89.09 98.71 178.18 232.84 178.18 267.27 267.27 TR 1 6+TN 57 3/8 X 120 42.74 42.74 59.04 59.04 64.27 64.27 82.72 91.65 165.45 216.20 165.45 248.17 248.17 TR i 7+TN 57 3/8 X 132 39.02 39.02 53.91 53.91 58.68 58.68 75.53 83.68 151.06 197.40 151.06 226.59 226.59 TR1 H2+TN 79 1 /2 X 74 18.41 18.14 25.44 25.44 27.69 27.69 39.49 39.49 93.15 93.15 131.61 131.61 207.32 TR 1 H3+TN 79 1 /2 X 86 3/8 16.18 16.18 22.36 22.36 24.34 24.34 34.71 34.71 81.87 81.87 115.68 115.68 182.22 TR 1 H4+TN 79 1 /2 X 98 5/8 14.86 14.86 20.54 20.54 22.35 22.35 31.88 31.88 75.20 75.20 106.26 106.26 167.38 TR 1 H45+TN 79 1 /2 X 104 1/4 14.46 14.46 19.98 19.98 21.75 21.75 31.20 31.20 73.17 73.17 103.38 103.38 162.85 TR 1 H5+TN 79 X Ill 14.11 14.11 19.50 19.50 21.22 21.22 30.26 30.26 71.40 71.40 100.88 100.88 158.91 TR i H6+TN 79 1 /2 X 120 13.84 13.84 19.12 19.12 20.82 20.82 29.69 29.69 70.03 70.03 98.95 98.95 155.87 TR 1 H7+TN 79 1 /2 X 132 13.36 13.36 18.45 18.45 20.09 20.09 28.65 28.65 67.58 67.58 95.49 95.49 150.43 30.86 43.60 43.60 70.80 TR22+TN 111 X 74 6.10 6.10 8.42 8.42 9.17 9.17 13.08 13.08 30.86 TR23+TN 111 X 86 3/8 5.30 5.30 7.33 7.33 7.98 7.98 11.38 11.38 26.85 26.85 37.93 37.93 61.60 TR24+TN 111 X 98 5/8 4.78 4.78 6.61 6.61 7.20 7.20 10.26 10.26 24.22 24.22 34.22 34.22 55.57 TR245+TN 1 1 1 X 104 1/4 4.60 4.60 6.36 6.36 6.93 6.93 9.88 9.88 23.31 23.31 32.94 32.94 53.49 TR25+TN ill X ill 4.43 4.43 6.12 6.12 6.66 6.66 9.50 9.50 22.41 22.41 31.67 31.67 51.43 TR26+TN 111 X 120 4.24 4.24 5.86 5.86 6.38 6.38 9.10 9.10 21.48 21.48 30.35 30.35 49.28 TR27+TN 111 X 132 4.07 4.07 5.62 5.62 6.12 6.12 8.73 8.73 20.61 20.61 29.12 29.12 47.29 TR32+TN 159 3/8 X 74 1.99 1.99 2.75 2.75 r2. 2.99 4.27 4.27 10.08 10.08 14.24 14.24 23.13 TR33+TN 159 3/8 X 86 3/8 1.72 1.72 2.38 2.38 2.59 3.69 3.69 8.71 8.71 12.31 12.31 20.01 TR34+TN 159 3/8 X 98 5/8 1.53 1.53 2.12 2.12 2.31 2.31 3.29 3.29 7.77 7.77 10.98 10.98 17.84 TR345+TN 159 3/8 X 104 1/4 1.47 1.47 2.03 2.03 2.21 2.21 3.15 3.15 7.43 7.43 10.51 10.51 17.06 TR35+TN 159 3/8 X 111 1.40 1.40 1.93 1.93 2.10 2.10 3.00 3.00 7.09 7.09 10.01 10.01 16.26 TR36+TN 159 3/8 X 120 1.32 1.32 1.83 1.83 1.99 1.99 2.84 2.84 6.70 6.70 9.47 9.47 15.38 TR37+TN 159 3/8 X 132 1.24 1.24 1.72 1.72 1.87 1.87 2.67 2.67 16.30 16.30 8.90 8.90 14.45 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED AT EACH END USING 1 1/4" EMBEDMENT. B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. INTERNATIONAL. INC. FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE HORIZONTAL MULLIONS - S E R. 1000 & 1500 DRAWN BY: JBH APPROVED BY: WAB DATE-.6/ 1 7/04 ISCALE. FULL DWG.: I HMF-LGTR PG 2 U 1000 P.W./DESIGNER SILL (TYP.) ..n v ^1iw SELF MS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN' If #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 Ir_VF_`11 /I- TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5 1000 P.W./DESIGNER SILL (TYP.) SELF KS 1 X 2 X 3/8 TUBE MULLION lltt A 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3 TUBE MULLION in SEALANT BETWEEN WINDOW FLANGE & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER IF SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION \=#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) AUXILIARY PLAT (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) I G) _G) MULLION —/ 0 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS APPLIES TO HEAD & SILL WHERE 1 " X 4" DETAIL C & 2" X 4" TUBE MULLIONS ARE USED TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION F-- 1 1/8' MIN. EMBEDMENT "_ #8 X 3/4 SELF TAPPING SMS V 1000 S.H. 1000 S.H. HEAD (TYP.) SECTION A -A (7) Wayne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 SHEATHING j INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE 1 " X 2" & 1" X 2 7/16" TUBE MULLIONS ARE USED DETAIL B • For SHEATHING olternote profiles where "Horizonlol voc FR 1 INSTALLATION ANCHOR Clip" is not #8 WOOD SCREW suitoble, it is (TYP.) occeptoble R HORIZ. CLIP to use "instollotion Clip" os shown in I MIN. Detoil C. EMBBEDCD MENT DETAIL B 1 FLORIDA EXTRUDERS 2540 JEWETT LANE INTERNATIONAL, INC. SANFORD, FLORIDA A TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 Tv TRIPLE HORIZONTAL MULLION SECTIONS r ®Wavlavrlwrw SEE OTHER S I DE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB DATE:6/ 17/04 SCALE: NTS DWG.: 1 HMF I NTR SERIES 1000 & 1500 FIN TRIPLE SINGLE HUNG WITH TRANSOM HORIZON I AL UESIGN PRESSUKE UAPAC;I I IES IN P5F , WINDOW CALL SIZE WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A t CAPACITY i X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A-A(Il CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SEC -A CAPACITY 1 X2 7/16XI/ TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16XI / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY I X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY i X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 56 3/8 X 73 56 3/8 X 85 3/8 56 3/8 X 97 5/8 56 3/8 X 103 1/4 56.49 50.55 47.99 47.65 56.79 50.81 48.24 47.90 56.49 50.55 47.99 47.65 79.24 70.91 67.32 66.85 56.49 50.55 47.99 47.65 84.56 75.66 71.84 71.33 56.49 50.55 47.99 47.65 112.98 101.10 95.99 95.31 112.98 101.10 95.99 95.31 169.48 151.65 143.98 142.97 112.98 101.10 95.99 95.31 169.48 151.65 143.98 142.97 169.48 151.65 143.98 142.97 TR 12+TN TR 13+TN TR14+TN TR145+TN TR 15+TN 56 3/8 X 110 45.35 45.59 45.35 63.62 45.35 67.89 45.35 90.71 90.71 136.07 90.71 136.07 136.07 TR 16+TN 56 3/8 X 119 42.12 42.34 42.12 59.08 42.12 63.05 42.12 84.24 84.24 126.36 84.24 126.36 126.36 TR 17+TN 56 3/8 X 131 38.46 38.66 38.46 53.95 38.46 57.57 38.46 76.92 76.92 115.39 76.92 115.39 115.39 TRI H2+TN 78 1 /2 X 73 18.20 18.20 25.39 25.39 27.10 27.10 35.10 39.07 70.21 90.87 70.21 105.31 105.31 TRI H3+TN 78 1 /2 X 85 3/8 16.00 16.00 22.33 22.33 23.83 23.83 30.86 34.36 61.73 79.90 61.73 92.60 92.60 TR 1 H4+TN 78 1 /2 X 97 5/8 14.70 14.70 20.51 20.51 21.89 '41.89 28.36 31.57 56.72 73.41 56.72 85.08 85.08 TRIH45+TN 78 1/2 X 103 1/4 14.30 14.30 19.96 19.96 21.30 21.30 27.59 30.71 55.19 77.43 55.19 82.78 82.78 TRI H5+TN TRI H6+TN TRI H7+TN 78 112 X 110 78 1 /2 X 119 78 1 /2 X 131 13.96 13.69 13.21 13.96 13.69 13.21 19.48 19.11 18.44 19.48 19.11 18.44 20.79 20.39 19.68 20.79 20.39 19.68 26.93 26.41 25.49 29.97 29.40 28.38 53.86 52.83 50.99 69.71 68.38 65.99 53.86 52.83 50.99 80.79 79.25 76.48 80.79 79.25 76.48 TR22+TN 110 X 73 6.02 6.02 8.40 8.40 8.96 8.96 12.93 12.93 30.07 30.07 42.88 42.88 68.43 TR23+TN 110 X 85 3/8 5.24 5.24 7.31 7.31 7.80 7.80 11.25 11.25 26.18 26.18 37.33 37.33 59.57 TR24+TN 110 X 97 5/8 4.73 4.73 6.60 6.60 7.04 ; 7.04 10.16 10.16 23.62 23.62 33.69 33.69 53.77 TR245+TN 110 X 103 1/4 4.55 4.55 6.35 6.35 6.78 6.78 9.78 9.78 22.74 22.74 32.44 32.44 51.76 TR25+TN 110 X 110 4.38 4.38 6.11 6.11 6.52 6.52 9.40 9.40 21.87 21.87 31.19 _ 31.19 - 49.77 TR26+TN 110 X 119 4.19 4.19 5.85 5.85 6.25 6.25 9.01 9.01 20.96 20.96 29.89 29.89 47.70 TR27+TN 110 X 131 4.02 4.02 5.62 5.62 5.99 5.99 8.65 8.65 20.11 20.11 28.69 28.69 45.78 4.05 9.43 9.43 13.45 13.45 22.05 TR32+TN 158 3/8 X 73 1.88 1.88 2.63 2.63 2.81 2.81 4.05 TR33+TN 158 3/8 X 85 3/8 1.63 1.63 2.28 2.28 2.43 2.43 3.50 3.50 8.16 8.16 11.63 11.63 19.07 TR34+TN 158 3/8 X 97 5/8 1.45 1.45 2.03 2.03 2.17 2.17 3.13 3.13 7.28 7.28 10.38 10.38 17.02 TR345+TN 158 3/8 X 103 1/4 1.39 1.39 1.94 1.94 2.07 2.07 2.99 2.99 6.96 6.96 9.93 .9.93 16.28 TR35+TN 158 3/8 X 110 1.32 1.32 1.85 1.85 1.97 1.97 2.85 2.85 6.63 6.63 9.46 9.46 15.52 TR36+TN 158 3/8 X 119 1.25 1.25 1.75 1.75 1.87 1.87 2.69 2.69 6.27 6.27 8.95 8.95 14.67 TR37+TN 158 3/8 X 131 1.18 11.18 1.64 1.64 1.75 1.75 2.53 2.53 5.89 5.89 8.41 8.41 13.79 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING REQUIRED AT EACH END USING 1 1 /8" EMBEDMENT. 6) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707,4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. INTERNATIONAL, INC. F L O R I D A EXTRUDER S 2540 JEWETT LANE SANF'ORD, FLORIDA TITLE:DESIGN PRESSURE CAPACITIES FIN HORIZONTAL MULLIONS - SER. 1 000 & 1500 - ---- DRAWN BY: JBH APPROVED BY: WA13 DATE: 6/ 1 7/04 SCALE: FULL DWG.: 1 HMF I NTR PG 2