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139 Magnolia Park Trl 06-1496 SFRPERMIT ADDRESS CONTRACTOR D R Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # (/�' / DATE f .1016 PERMIT DESCRIPTION t w PERMIT VALUATION/sl 600 doop SQUARE FOOTAGE r- L`� City of Sanford Certificate of Occupancy This is to certify that the building located at 139 Magnolia Park Trl for which permit number 06-1496 has heretofore been issued on March 16, 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: Date 10/ 11 /06 G. Hyatt 10/ 11 /06 Public Works: M Watson 10/12/06 Utilities: R Blake 10/ 12/06 Fire Department: Conditions (if blank, no conditions apply) D R Horton � yv140,.� _ 10/17/06 Property Owner Building Official m Date BP200IO2 CITY OF SANFORD Application Miscellaneous Information Inquiry 10/17/06 09:06:37 Application number: 06 00001496 Property . . . . : 139 MAGNOLIA PARK TRL Code Freeform information HISB 1 STORY/ 2 BATH FLOOD ZONE A HISB ON FILE NOC exp 4/6/07 HISB **Capri** HISB CO sign off: HISB E & P: GH 10.11.06 HISB PW: MW 10.12.06 HISB Util: RB 10.12.06 HISB Fire: na HISB FEMA AND SLAB ON FILE Display note at Print Date Permit Insp C.O. flag FEMA 3/16/06 Y Y Y Y 3/16/06 Y Y Y Y 3/16/06 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 rode Administration, Plan Review & Inspection Services CAPRI SEGOVED ENGINEERING �rT October 11, 2006 City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 RE: Request for Certificate of Occupancy Magnolia Club Phase II: Lot 125 Permit #: P06-1496 Address: 139 Magnolia Park Trail To whom it may concern: Please consider this letter, our request for a Certificate of Occupancy for the above referenced property. This property has been inspected by CAPRI Engineering, under the "Alternative Plans Review and Inspections", as directed by Florida Statute §553.791. All required Florida Building Code inspections have been performed and approved as outlined in the attached Certificate of Completion. This Certificate of Completion is in compliance with the aforementioned statute, Section 10. If you have any further questions concerning this request for a Certificate of Occupancy, please do not hesitate to contact our office. Respectfully Submitted CAPRI Engineering, LLC Taililigo Leiataua Administrative Assistant Central Florida Division CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 ® Orlando, Florida 32809 0 (407) 855-1860 8 (407) 855-1868 www.capriengineering.com (.ode Administration, flan review & inspection Services CAPRI ENGINEERING October 11, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE II: LOT 125 PERMIT #: P06-1496 ADDRESS: 139 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. Y Building Slab, 1st Floor Lintel, Roof & Wall Sheathing, Dry -In, Framing Building Insulation and Final Building. (Drywall Not Included) y Electrical Rough Electrical, Final Electrical and Electric T.U.G, (Pre -Power Not Included) Mechanical Rough Mechanical and Final Mechanical. Y 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 6 �,. L Ang4Mopez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 8 Orlando, Florida 32809 N (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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ❑ Slab Inspection El El Floor Tie Beam / Lintel 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 ❑ ® 6/22/2006 ❑ ❑ ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 423637-6/22/2006 125 1917 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 Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=423637 9/1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 424912 - 6/23/2006 125 1917 A-R BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing ❑ 6/22/2006 Inspection/1st Rough Inspection ❑ 6/23/2006 Slab Inspection APPROVED 2nd Floor Rough In ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 0 El 1st Floor Tie Beam / 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 Fml■ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 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=424912 9/1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 428414-6/28/2006 125 1917 A-R 0034163 BN4546 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing 19 ❑ 6/22/2006 Inspection/1st Rough Inspection ® ❑ 6/23/2006 Slab Inspection 2nd Floor Rough In ❑ ❑ 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel Inspection ❑ ❑ Dry In / Flashing ❑ ® 6/28/2006 Sewer Inspection Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Tub Set Inspection ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection Inspection Mechanical Inspections ❑ ❑ Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections ❑ ❑ Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ ❑ Final Inspection ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ 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=428414 9/1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Bob McKinney Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ® ❑ 6/23/2006 Slab Inspection ❑ ® 6/30/2006 1st Floor Tie Beam / Lintel APPROVED ❑ ❑ 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 0 ❑ 6/22/2006 L-010OLE 0 ❑ 6/28/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 430883-6/30/2006 125 1917 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=430883 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Magnolia Club / Phase II Order #: 453259 - 7/28/2006 Building Permit Number: 06-1496 Roof Permit Number: Slab Permit Number: Gas Permit Number: Block: Lot: 125 1917 A-R Building Address: 139 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: Wayne Vater Lic./Reg. Num: BN4546 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ® 7/28/2006 Roof Sheathing APPROVED ❑ 6/22/2006 Underground Inspection/1st Rough ❑ ® 7/28/2006 Wall Sheathing APPROVED Inspection 2nd Floor Rough In 19 ❑ 6/23/2006 Slab Inspection ❑ ❑ Inspection/Top Out Inspection 0 ❑ 6/30/2006 1st Floor Tie Beam / Lintel ® ❑ 6/28/2006 Sewer Inspection In / Flashing El ❑ Tub Set Inspection El El Inspection Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ Frame Inspection Mechanical Inspections El ❑ Rough Insulation Verified Performed Date Performed Inspection Performed Inspection ❑ ❑ Rough In Inspection ❑ ❑ Final Building Inspection ❑ ❑ Final Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ 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=453259 9/ 1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 455732-8/1/2006 125 1917 A-R BN2522 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 ® ❑ 6/22/2006 Inspection/1st Rough Inspection ❑ 6/23/2006 Slab Inspection 2nd Floor Rough In ❑ 6/30/2006 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel Inspection ❑ ® 8/1/2006 Dry In / Flashing ❑ 6/28/2006 Sewer Inspection Inspection APPROVED ❑ ❑ Tub Set Inspection ❑ ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ■ ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 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=455732 9/1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num 470092 - 8/17/2006 125 1917 A-R 0034163 BN2653 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 9 ❑ 7/28/2006 ® ❑ 6/23/2006 0 ❑ 6/30/2006 ® ❑ 8/1/2006 ❑ ❑ ❑ ❑ ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ 0 8/17/2006 ❑ ❑ NOTES: no pressure test Roof Sheathing Wall Sheathing Slab Inspection 1st Floor Tie Beam / Lintel Dry In / Flashing Inspection Frame Inspection Rough Insulation Inspection Final Building Inspection 0 ❑ 1111111► 1 6/22/2006 8/17/2006 0 ❑ 6/28/2006 ❑ ® 8/17/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed Inspection Performed ❑ 0 Electric T.U.G. ❑ ❑ Rough In Inspection APPROVED Final Electrical Inspection 8/17/2006 Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection REJECTED Sewer Inspection Tub Set Inspection REJECTED Final Plumbing Inspection Inspection Performed Rough In Inspection APPROVED 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=470092 9/ 1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 471455 - 8/18/2006 125 1917 A-R 0034163 BN4546 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/28/2006 Roof Sheathing ® ❑ 7/28/2006 Wall Sheathing ❑ 6/23/2006 Slab Inspection 0 ❑ 6/30/2006 1st Floor Tie Beam / Lintel ® ❑ 8/1/2006 Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. 1 ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection . ■ 6/22/2006 8/18/2006 ® ❑ 6/28/2006 ❑ ® 8/18/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed N ❑ 8/17/2006 ❑ ❑ 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=471455 9/1/2006 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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 472614 - 8/21/2006 125 1917 A-R 0034163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed 19 ❑ 7/28/2006 Roof Sheathing Underground ® ❑ 7/28/2006 Wall Sheathing 19 ❑ 6/22/2006 Inspection/1st Rough Inspection ® ❑ 6/23/2006 Slab Inspection 2nd Floor Rough In 19 ❑ 6/30/2006 1st Floor Tie Beam / ® ❑ 8/18/2006 Inspection/Top Out Lintel Inspection ® ❑ 8/1/2006 Dry In / Flashing ® ❑ 6/28/2006 Sewer Inspection Inspection ® ❑ 8/18/2006 Tub Set Inspection ❑ ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ ❑ ❑ Electrical Inspections Verified Performed Date Performed 8/21/2006 8/17/2006 Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. APPROVED Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed 19 ❑ 8/17/2006 ❑ ❑ 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=472614 9/ 1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 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 ❑ 0 8/29/2006 Frame Inspection APPROVED El El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 8/21/2006 Electric T.U.G. 0 ❑ 8/17/2006 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 ❑ 6/22/2006 0 ❑ 8/18/2006 ® ❑ 6/28/2006 0 ❑ 8/18/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/17/2006 ❑ ❑ 479593 - 8/29/2006 125 1917 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=479593 9/1 /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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num 480684 - 8/31/2006 125 1917 A-R 0034163 BN2653 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 0 ❑ 6/22/2006 Inspection/1st Rough Inspection 19 ❑ 6/23/2006 Slab Inspection 2nd Floor Rough In ® ❑ 6/30/2006 1st Floor Tie Beam / ® ❑ 8/18/2006 Inspection/Top Out Lintel Inspection ® ❑ 8/1/2006 Dry In / Flashing [9 ❑ 6/28/2006 Sewer Inspection Inspection ® ❑ 8/18/2006 Tub Set Inspection ® ❑ 8/29/2006 Frame Inspection ❑ ❑ Final Plumbing Inspection ❑ ® 8/31/2006 ❑ ❑ Electrical Inspections Verified Performed Date Performed 0 ❑ 8/21/2006 ❑ 8/17/2006 ❑ ❑ Rough Insulation Inspection APPROVED Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed N ❑ 8/17/2006 ❑ ❑ 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=480684 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman 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 ❑ 8/29/2006 Frame Inspection ® ❑ 8/31/2006 Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/21/2006 Electric T.U.G. ® ❑ 8/17/2006 Rough In Inspection ❑ ® 10/11/2006 Final Electrical Inspection APPROVED Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/22/2006 0 ❑ 8/18/2006 • ❑ 6/28/2006 • ❑ 8/18/2006 ❑ ® 10/11/2006 Mechanical Inspections Verified Performed Date Performed 0 ❑ 8/17/2006 ❑ ® 10/11/2006 511499 - 10/11/2006 125 1917 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 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 Representative http://ecapri.com/reports/pciRpt.aspx?orderlD=511499 10/11/2006 eCapri Q Pasco County Inspection Report Page 1 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 06-1496 139 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 511500- 10/11/2006 125 1917 A-R PE34163 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 0 ❑ 6/22/2006 Inspection/1st Rough ® ❑ 6/23/2006 Slab Inspection Inspection 2nd Floor Rough In ® ❑ 6/30/2006 1st Floor Tie Beam / ® ❑ 8/18/2006 Inspection/Top Out Lintel Inspection ® ❑ 8/1/2006 Dry In / Flashing ® ❑ 6/28/2006 Sewer Inspection Inspection ® ❑ 8/18/2006 Tub Set Inspection ® ❑ 8/29/2006 Frame Inspection ® El 10/11/2006 Final Plumbing Inspection ® ❑ 8/31/2006 Rough Insulation Inspection Mechanical Inspections Final Building Inspection Verified Performed Date Performed Inspection Performed El ® 10/11/2006 APPROVED ❑ 8/17/2006 Rough In Inspection Electrical Inspections ❑ 10/11/2006 Final Inspection Verified Performed Date Performed Inspection Performed ® ❑ 8/21/2006 Electric T.U.G. ® ❑ 8/17/2006 Rough In Inspection ® ❑ 10/11/2006 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://ecapri.com/reports/pciRpt.aspx?orderID=511500 10/11/2006 Inspection Request City of Sanford, Florida Address: Date Received: Date/Time Inspection Needed: Permit Number: Owner: Requested By: Inspected By* Date - Building: ❑ Foundation .Frame qlvq Roof Shingle Electric: ❑ C.O.S. -Rough-In 61 Plumbing: ❑ Sewer (c 128 ❑ Pressure Test Insulation: "ough In 71t�k Mechanical: Rough In 0-1 Pool: ❑ Foundation Occ Lic: ❑ Preliminary Comments: Slab (o 12-3; ❑ Lintel Ei Firewall X,:Final Roof Decing NCL�t �sl� CST-er�p-Pai e � � 2 I .Final t o 10 lo- ZZ'0w Oki o O(Rough In &Final EXTub Set 8 h?) a Zv- 6 _"r +�O y ❑ Final aFinal 0i Final Final $53 Permit # : VW Job Address: 1 V"I Description of Work: Historic District: Zoning: CITY OF SA\'FORD PERMIT APPLICATION 0 • U y ll, Total Sip F000ta-e. Value of Work: S X 56 Permit T)pe: Building Elecnical Mechanical __' ` Plumbing Fire SprinkleriAlann Pool Electrical: New Service — ##AMPS Mechanical: Residential X Non -Residential Addition/Alteration -- Change oService TemporaryPole fof _ Replacement New _ (Duct Layout R Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of \'v aler & Sewer Lines , of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupane) Type: Residential Commercial ___ Industrial Construction T)'pc: __ # of Stories: _ ----- # of Dwelling Units: _,_,___„__ Flood Zonc: _ IFEYIA form required ) Owners Name & Atldnss Contractor Name & Address: _ �'""'�M&--- -CO rvw 00 URCE BTREET, SLTPrT�rU.jmm,. e \,rn,ber _CACO 32448 Phone & Fa\ _ - _.. �4111'M &fAM,_�AI�R1iJ.l&,8R • V - Phone: . _- . Bonding Companc i d d rio": \lurteage Lender \rchitccUh:ngiurcr. -__--- Address: I'honc. Fa\ \ppliCali,)n i herCh) math° o, nhrain a pCrmit Ind,) Ih. ), oll; ; nd installmwjls a, indicated I certil_. Ilmi m) •„ ork nr 1IISI;i1h11o11 has rnnunenCCd prir-r In IhC i< I)Xl1 C :,f.I 11,13110 .Md Ihal ;111 ,,.,rl, ^. ill he po 1r .,rn ,rl r., nic'cl .i:Irn.Lu k:,1 111 I'l-, l",11;rtin • .,n;n-url i,,n iri III)- tort<diclion. I mid""I'llnJ II. a :I ,CI'IIr.Ilk, .. i., ...: r,.�. ! � .�. ',I ,�,�.��. `.iiil`.1� �.It: � I I ,. .i ,. � i. .. •. li I!I ,.� i�`�. I ... ,.� II? t i )NDI I II )Ni RI. CI.. O\\ \IKS \11 ID % I I: I :Cliit, Ihal all nl The I,,rC,•, ine inl„111mii„n k atruralc urnl Ih;ll illv, ,rl: o. ill he bone In...... �ian' ,,. ilh .111 a pli�ahl hI;••. ICu'uLIun_ con>uuction soft rosin_ \V;\RNING TO OWNER: YOIIR FAILURE_ TO RFC'ORD A NOTICE L OF C'IlMMFNC - vI � I MAY RFSt _1 IN Yl 1R PAYING T\\'IC Ic FOR If IPRO\'L ILNTS TO 1'OIIR PIZC)I'ERTI'. 1171'OU INTEND -hOOB1 AIN 11NANC'ING. l ONSI L'I WIT 11 Y(WR END Z AN \I IORNL) BLI ORE RI:.I I)KUING I(A R \Ol K L'.OI c I)F1\ILNI I.\IL\I. \I I I I( L: In add IIwIT I„ Ihr relluirenlentS of This pernut. IhCIC mar hC add III sal Ic"InCrions applicahIt" i Ihh pi.op - t Thal mar lou ❑t e public records III, this counts. and there mat he additional permits required from other uorcrnmCnlal entities such ,I�tatei mans„ 1rnt dish is tat Cn ` es. oI federal a- 1iel. \cccplancC of pCIInil i, �erilic:rtion that I )rill nolift like'm ner of the propene of the y Si�maUne of Il)t ner:'A�rnl Date $iiL Irc ontr �'tnr�.l,�en1 Date --___-____-- -- OBERT_G. DELLp RUX30 Print Otrneri \gent's Name Print muactol'Agenl' Name - Signature of Notan-State of Florida Date Sitnatm-' of Notary -State of Florida Date t ' of ► Vosonalh U)\nu-.A�Cnt Is_ Personally Known it) f\le or (t n Iau Agent is . Kno)t'n II,) the of PwkluC,,l If% I'r,)JuCrtl II) APPROVALS: ZONING: IITIL: FD:...._ ENG:._ BLDG: Special Conditions: - Rey n>/'_iloG MI�TURNER COMMISSION # DD 2120 MY CO EXPIRCS'.June 14 2007 r,otaiyPuCticUrcanvriters ¢53 CiTY OF SANFORD PERMIT .APPLIC.A iOn R � � r �' � T(�11± j'�}jUate: , , W Job Address: . `4 _s�^�JZ-! Description ork: -- Total Syutatre o>e 'Ij Historic District: Zoning: Value of Wort, Permit Type: Building. Elecuical fvlechamc� Plumbing____ FineSpimkler/Alarm_—, Pool Electrical: New Set -%ice — # of AMPS Addition/Alteration Change of Ser\ ice Temporary Pole I\1echanical: Residential —4 Non -Residential Replacement New (Duct Layout & Energy C alc. Required) Plumbing/ Neil Commercial: # of Fixtures # ofWater & Sewer Lines n of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone. _ (FF)LA form required ) ON\ners Name &Address Phone: Contractor lame & Address: *• h«e •�,�'�p�a__--_ __ '" �,.. !i �,� apy1r� afire —___ _ . __ •'��", 2.�'"i 1. = S.•. �..%! I L�'� i ilii't'en.e\umher� Phone & Fax: JL.f'oy�t , ' ----- Phone: - \ddre.m :lrchih•rUEngiueer .._.-- ,\ddress Phone. Fay: h c nt.. lLo rk inU:.I.I. , , h.n �,•nmu�ii;i hri'a I,.. Ili: \11<t I)\DIII!I\1I(�. .lc t )\\ NFK � \\I I ID \\ I 1 I rcrula. Thal allot Ihi I„ri,,,ln, inh,:mall„n :<,Iii urinr ;lull Ih;n .III ,.: II, ..III hr dom: m i"mhlI,mir \ nh al! :Ippli"Ibli kmlivul;nlm, construction and zonmv \YARNING TO OWNIER YOUR FAILURE TO RECORD A NOTICE OF C'OMMLNC•EN-IFNT M.4Y RFSI11-T IN YOUR PAYING TWK E FOR IMPRO\'EMI_NTS TO `'OUR PROPFRT) . IF)'01) INTEND TO 0131 AIN PIN;\NCING. ('ONSI'I_T \FITH )'OUR LENDER OR AN Al II)I(NLl l3LPt1RL ItLt UKUINCi YI)liR `UI1l L Uh (UI\'I\IENI L\1L� 1 Nt tl WE In addition to the reyunrmcnu oCthls pernut. Ihere magi he addtunnal resulcrinnm applicable t„ thr, propcm that may he I. nut ut the public record, oll this count . and there nwr he additional permits required from other von ernmental entities much a, ,; ulci mana�wnrtif�tr' . a ate vencie�yyi decal aeenries \ccepmncc 0I pernul i, ,enlication that I v, III noill,the or 11 .1 of llic ploperh of the l'e'glllrclnelNS I�.iT 11,In ar•, FS Signatureof0\\imiA ent Print OxNner/.Agent's Name Date Signature of NotarySiate of Florida Date U%; imii.Aaew is Peis;mall}' Known to Me of n POduec,l IT_ � APPROVALS. ZONING. Spciial (brnhliolls _- Re\ 0,!2000 UTIL: FD /-nalulc) f' rarlot Avert Date BERT 'G._D_ELLO Russo roil 'onreactoro.Aeent's ame � 14 1 1y1�/l, Signature of Notarv- of Florida Date ' (o+ntractor!Aeent is V I'ersonall) Known to Me of Illodmrd II) ENG BLDG: MIRINDA C. TURNER ,�*P� os;�,,, MY COMMISSION # DD 212893 `'•Ot �r'v, XPIRES.June 14.2007 rd ;ary Public undemlllers o- Permit # : 06 199(0` CITY OF SANFORD PERMIT APPLICATION Date: Job ,address: Description of Work: El Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical VI," Mechanical Plumbing Fire Sprinkler/Alann Pool Electrical: New Service - # of AMPS �Q ZOD Addition/Alteration Change of Service Tempursry Poly Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc Required) Plumbing/ Ness Commercial: n of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for whcr ih.,n (Attach Proof of Ownership & Legal Description) Parcel q n I1 585r1 81d S� .rG Lit_ y O,vners Name &Address: r'� 41U 'l - �S O S � C i �tiYl �-} y _ Phone: ii i /� - / Contractor Name & Address: • -)CA State License Number: �12- (%0/ Phone & Fax: ,' 3Z� g�1 / `� 3Z8-00.34*1 Contact Person: /r [6( r) e- Phone QU 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 his commenced pilot W tt:r Issuance of a permit and that all work will be perfonnod to meet standards of all laws regulating construction in this jurisdiction. I understand that ; s p,c(e permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, etc. OWNER $AFFIDAVIT: I cenify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Li-) construction and Zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P \) M. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU fNTEND TO OBTAIN FfNANCING, CONSULT WITH YOUR LENDER OR •vN 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 hound in the pub!,; this county, and there may be additional permits required from other governmental entities such as water management districts, stair agent r>. ur i u r.Ncn: a Acceptance of permit is venfication that 1 will notify the owner of the property of the requireme f FI da n Law. F 713 Signature of Owner/Agent Dote Signuturc of Contractor/Agent U.ii T� p ( (/ Print Owner%Agen's Name Ptni Contractor/Agent's Nan L� — .- Signature of Notary -State of Florida Date Signature of Not tart of Florida Date •E m .� cy c Owner;Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bid&: (Initial & Date) Speerrl Conditions Zoning: �r^ CJ LU c' Contractor/Agent is V Penunal�ee_n to Mc or Produced ID o: (Initial & Date) Utilities: FD (Initial & D'att) (Iniral ,\ D.nrl CITY OF SANFORD PERMIT APPLICATION Permit # _06-1496 Date: 4-27-2006 Job Address: _139 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 e - _ Electrical: New Servic# 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 "Lone: (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 Cayman 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: 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 13EFORE 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 711 /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 _Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Special Conditions: Gary Wayne Evers Print Contractor/Agents Name S f Florida Date "' TIFFANY ROLON MY COMMISSION # DD438781 +0,nof EXPIRES: June8,2009 (t07) 996A1Ik➢ Nota" Ser ae.com Contractor ge tis" fieYSMM9 or _Produced ID __ Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Code Administration, Plan Review & Inspection Services CAPRI G N G I N G E R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-125�Address: 139 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_zweigna,caprien ineering 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.capriengineerincom The following attachments are providing as required: 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.. Corporation D.R. Horton. Print Ceraorz 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. Print V 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 611 t i( 1 4o Signature of Notary U Notary Public: NOTARY STAMP B LOW My commission expires: _u, 11 2,C) 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: 4t"N MELISSA LYZETTE CORTES VA MY COMMISSION # DD506M tm5r EXPIRES: Jaa 16.2010 (407) 30"163 Florida Notary 3ervico.00m r Code Administration, Plan Review & Inspection Services CAPRI F N G I N r. G R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1250Address: 139 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 En ineering 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): eg_lzweig@capriengineering 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.caprien.ineering corn The following attachments are providing as required: 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 Corporation D.R. Horton. Inc. (Signature) Print oration ame Print Name: Address: (Signature) Print Telephone Name: Robert Lawson No.: Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 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 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 Sig ature of Notary Notary Public: NOTARY STA P BEL W My commission expires:-14 �% (> 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: V SSA LYZETTE CORTES ODMMISs10N * DD506923EXPIRES: Jam16,2010FW& MAW SOrAO& om I,,X% CITY OF SANFORD PERN11 F :11`14.ICATION ermit 9 : - 04 _`_� 7 y li - ---- / Date: oil :address: I3`1 feno/r 2 n 7- C/�4 k / w . / o /J S --- ----- )escription of Work:-- listoric District: _ _ Zoning: Value of Work: S LI 'ermit Type: Building V Electrical Mechanical _ Plumbing Fire Sprinkler, Alarm -- Pool aectrieal: New Scr. ice - = of :\\-IPS - .Addition Alteration —_ Change ot'Servicc Tcngxlrars' Pule --_ Mechanical: Residential Nun -Residential —_ Rcplact:rncnt New (Duct Layout & Energy Calc. Rcyuired) Plumbing/ New Commercial: = ul' Fimures 7, ofWater 3: Sewer Lines #tit Gas Lines PlumbingiNew Residential: = of Wilter Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage. Construction Type: 9 of Stories: -- . of Dwelling Units: Flood Zone - (FEEL\ form required for other than Xi Parcel k _ (Attach Proof of Ownersh�i"p'& QLegal Description) / Owners Nante &r :Address r CLa - / U_- �� .3 Z_,`i z 7- l Phone Contractor Name S Address _V%Jf1 i_bl t t ►�l!l 1= fZ t C r-H 4`� 5 �% LI - tsM t� t�,,�f __ 731 VC! I,- -i? 7 State License Nuntber: Phone S Fax: _ V _" _z i$_Z_-i �_` i��- Contact Person: ti t` L\C - --Phone Building Contpam :Address: ---- - -_ ----- - ---- ---------- - Mortgage Lender ------------. -- -- -____. _--- .-Address --- --- .—__.---------- - .%rehired/Fngioecr __. Phone:._.---_---- - Address Fax: —-- --- Application is herehy made to Ohlain a permit to do the work and installations as indicated. I cenifv that no work or installation has commnenccd prior to the issuance of a permit and that all -rk will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a iLpar tc pcmtit must he secured Ihr f:LFCTRIC'-\L WORK. PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEAfERS. TANKS. and AIR CONDITIONERS. ctc OWNER SSAFFIDA V I I cettlly that all of the foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and tuning \V \RNING 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 WIT11 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. In addition to the requncntcnt, of this permit, there may be additional restrictions applicable to this propcny that may he lound tit the public reciirds of this county, and there ntac he additional permits required from other governmental entities such as water management districts. state accretes, or federal agencies. Acceptance of permit a .cnllcation that I will notih' the owner of the property of the requirements of Florida Lien Ltw/FS 713 L/ Stgnawrr , f O , nrr Agrm - ---- - - Date $ignanuV ol" 9, 1rtctur ;lg --- - Darr Pont Owncr Aecni ? Name Signature of -State of Florida Owncr A_ent Is -_-- Personally Known to Me Pr-lo,:cd ID APPLICATION AI'PR0\, LO BY tilde (htllial&Dalc) i, Special t-nlldilanu Date act�Li%C I r /8 t s : anlc iR os 00), F lottda I State of 12�g6 Notary p�tbCtc�nt is I �ommtssion 01D......./'+�_ Eommiss� State of Flonda Date Personally Known u) Sic or Ow-- _ Utlliucs. ___ ..___ ---------- -fD ---____ (lltltial \ Date) — _ (111111ll & Datc) (Inrtrill & Datc) Date: VIA I hereby name and appoint POWER OF ATTORNEY /111--10 of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE I permit For work performed at a location described as: Section Subdivision: Township Range 00.1" .- A (Address of Property) U/Q Ff 0r�011 (Owner of Property) r Lot b S" Block and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor J, — 6z, �, � Signature of Certffied Contractor The foregoing instrument was acknowledge before me this day of C� By is personally kno to me/or who produced As identification and who did not take oath.ttd'�sl'°n a `1,��Cd1��lty Commission # — 1 C c Notary My Commission Expires: CITY OF SANFORD PtRMIT APPLICATION oft Address: �2 7 )escription of YVork: -� s listoric District: _ l i tow* �c 1 r- M "Luling' Ua(c: 4- Value of Work: S y- C 'ermit Type: BuildingV Electrical -- Mechanical Plumbing Fire SprinkienP Alann ail Electrical: New Scr%icc = of \NIPS Addition:Alteration -_-- C ham,e of"Service Temporal• Pule Vlechunical: Restdcrttral Non -Residential Replacement Nc%v (Duct Layout C Energy Cale. Requirc-d) Plumbing/ Nets Commercial: : of Fimures a of Water &. Sewer Line; ot"Gas Line, PlumbingiNew Residential: = of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential t�! Commercial Industrial Total Square Footage: Construction Typc: of Stories: _— ; of Dwelling Units: - Flood Zone: __- IFEMA form required for other than Xi Parcel N: — (Attach Proof of Ownership & Legal Description) Owoers Nante & Address' _D t�H C—� C t� - L s e _al o ci` .�5�� _ -) — — Phone Contractor Namtc C Address ._._L- {�_� 6 4�� l� rrl 1= P \ c H ill S+ % Ll ) -� �i� t} ram( _-_�31 pCi I' � 6;, 1• t Gl l'_ F - �.---- ... ��' 7 State License Number: _C F Ci Cc' C GLL - Phone & Fax'. _ 4 0 Contact Pcrsou: Phone Bonding Contpan� -- - - ------------------ __ ___ _ _ Address. _ -- -- -- ---- - --- - Mortgage Lender Lender --____-._.--- --_-- ---- - --- - Address-------- ArchitecUFoggincer __. --- Phone: Address Fax: ---- --- --- Application iS hcrehv made at ohnain a permit to du the work and installations as indicated. I certify that no woti< or installation has commenced prior it, the issuance of a pcnntt and that Al .cork will be pet%rmed to meet standards of all laws regulating construction in this jurisdiction 1 undcntand that a .iepamlc permit must he inured l'or ELECTRICAL. WORK. PLUMBING. SIGNS, WELLS. POOLS. FURNACES, BOILERS. HEATERS. TANKS, and AIR CONDITIONERS. ctc O\VNER S AFFIDA V I I certtfv than all of die foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and tuoin,, \1 NRNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Or 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 requitement, of this permit, there may be additional restrictions applicable to this property that may he htund in the public records of this county, and there mat he addttiunal permits required front other governmental entities such as water management distncts. ,tale ag,:octeN, or Icdenl agencies. Accep(ance of permit t] ':oilicanon that I will notify the owner of the property of the requirements o?Frida Lien Law. 713 - lrgnarurr .,f (),net Agcm - — - -- Date Signa ore , Cu actor Agent C Date Print Owncr Agent , Name Stenaturc of loran -State of Florida Date Owner ALcm s Personally Known to Me or Pnntucol ID - APPLICATION •\PPROVI.DBY lild,_ _ _ _ _----,- Zonirw (initial Date.) ontractor. Vent St�lljture n e of Wnd Date \an t\E E3tntt-},td(x'�� _ Pe ) Knomn to Me or o ,"v i11,��` Utilities-- --- - --- - FD _ - --- -- 16t -- are) (hotial & Date) Ilnmal & Dale) to POWER OF ATTORNEY Date: �/i ? /d I hereby name and appoint of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the J Building Department for a LOW VOLTAGE permit For work performed at a location described as: 6 Section Subdivision /2 Township Range Lotj24_ Block (Address of Property) I Q 11,6 ' 4.4 / (Owner of Property) 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 r The foregoing instrument was acknowledge before me this day of Ocn lA Wh ersonally wn to me/or who produced a As identification and who did not take oath. St Itd I°�6 \ Commission#��01�`� tity Commission Expires: 1 IIII II III II iIi II III II III II III II III II III II IIIII III II IIII IIII MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06191 Pg 18221 (lpg) THIS INSTRUMENT PREPARED BY: CLERK'S # 2006055556 Michelle C. RECORDED 04/06/2006 @31@3:28 PM Inc. D.R. Horton,, Inc. 5850 T.G. Lee Blvd. Suite 600 RECORDING FEES 10.00 Orlando, Florida 32822 RECORDED BY H Bailey RECORD AND RETURN TO: D.R. Horton Inc. CERT!FIED COPY 5850 T.G. Lee Blvd. Suite 600 MARYANNI" M Orlando, Florida 32822 CLERK OF CIR WT SEW40LE CO TY i NOTICE OF COMMENCEMENT By - --- (Prepare in duplicate) f` pi l CL 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) 125, 126, 128, 149,164 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): 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 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 o ert A. Lawso ssistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ( 2006 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc.,a beeaaware Corpor tron, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid otViry'Signature Notary Seal a MICHELLE C. 6LAG:FIoridcj C ° ;Notary PufJiic . S!a!a of Com;tiission # DD 37042 > i�at;OnCll Kota � Assn. Permit # : CA_c> • I Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: _ 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-11, Commercial Industrial Total Square Footage Construction Type: # of Stories: �_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1 S - a Owners Naymme & Address: 1- 30o- f31�d Contractor Name & Address:_ _ 5(8 56/��-� . (� _w Phone & Fax: `7 v 1 j (abl(} "54� "'-l-MI i Bonding Company: � r (Attach Proof of Ownership & Legal Description) Phone: a� ?(--)U State License Number: crew s a R� Person: � Phone q( 7 Address: Mortgage Lender: Address: Architect/Engineer: A, - Phone: )) 4 _i _ Addresslk' C a l�� AI � Fax: 4Q�1 �A AQB 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 additi�Io=ments o his permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and thonal p its required from other governmental entities such as water management districts, state agencies, or federal agencies. �eil Acceptanll notify the owner of the property of the r jiure of Florida Lie S to of Contractor/Agent Date �1Print�corgme_ Si&aiu& ofNotary-State f Florida Date Si atu a of Notary -State of Florida Date OwrrerlAgent is Per gnall� !(gown t(; Me;or, , . Contractor/Anent is, �ersbna�ICnowti to �FelOf Pr6duced ID APPLICATION FD. I'Pt F �Ylips, oning: lJr;lincs: (Initial 9Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: y V Limited Power Of Attorney name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and a t of. The City of Sanford to The For a residential permit for work to be performed at: Lot # : 1a Subdivision: Magnolia Park Address: 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 I lam' day of -fiA - , 2010(Q By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. n State of Florida, County of Ora NOt7ry Pu WtO Of FIB dc " tv y c e -nxsc rx�c ik c 1 a W ross»n # DD 376042 } N to Public Si ature rant rSCA1yk&sn. PERMIT No This permit sliall outlroriic work to be done in the City of Sanford hosed on the approved construction plans and the information provided below: RiOW-of Way Utilization .......... ......... ❑ Driveway Applicant NamcII—ch� 1� , LGl�l % firm:. 1 r Address: `T r 40, pi L�50 Project location or Address:,. ----.)._.�..�_._._.... .._................ Title of Approved Uovclopmcnt plans: Approval Dote Schedule of Work: from To I;mcrgency*Ttepairs ....... O Proposed Activity: Driveway Installation ....... ❑ Aerial Utilities ....... 0 Underground Utilities ....... ❑ Dore and Jack ....... 0 Open Cutting of Roadway ....... ❑ Sidewalk Installation ....... O Other ....... O Specific Description: • • . • • 1 • 4 • • • • • • • ••• • • • • • • • • • / 1 • • • . 1 A 1 • 1 • ♦ • • • • • • • • • • • ..4 • • • • • • • / • • • • • / Excavation Informafio'n: Total Leng((t_ (Fn Number of Open Roadway Cuts Aerial Information: l.ong(It Number of Has (Existing) (New) • • • • • • lb • • • • • • • • • • • • • • • • / • •~ • 4 . 4 • • 1 a�•, 0" • • • • • • • • • • • • • • • . • • • • • • • •�. • • • • • . • • • It is undcrstood�end agreed (ha( the rights and) pcjvilcgas herein sot out are granted only to tho extent of (he City Of Sanford's jurisdiction and the riglit, title, or intcrest in the land to be entered and'used by the permitlec. The permil(ee shall at all times assure a(( risks of and Indemnity, defend, save harmless the City of Sanford from and against e(l'(oss, cost, damage, or expense adsigg IR-any manner on account of the permit rettunt by said permi(toe Of the (oresaid rights and privileges. In the event of any future construction of roadways, utilities, stormwater faci(ities,or any general maintenance activities by (11e City becomes in conflict with tlio above permitted activity, the permitteo shall removo andlor relocate as necessary at no cost to (lie City of Sanford, insofar as such facilities are within the public right-of- way. 4CALL TIfE PUDCIC WO EPT. AT 330.5 81 TO SCHEDULE A PRE. -POUR INSPECTION APPLICANT SIGNATURE,. L>� Onrr. ........... .... Reviewed: Public Works Uo(e Utilities„ .... _ Oatc -- n('IIHOVf:1): i'ndinr:rrinu Il;rte III PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 125, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 125 CONTAINS 6962 SQUARE FEET f THIS STRUCTURE CONTAINS 2335 SQUARE FEET t TOTAL CONCRETE 774 SQ. FT. t TOTAL SOD 3853 SQ. FT, t PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERM17TING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTIOP LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE: ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN 807H 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 FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE NOR fHERLY LINE OF LOT 125 AS BEING S63'25'00"E PER PLAT. (FIELD DATE:) I ------- SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM52598 BRAWN BY: PLOT PLAN 2-13-D5 DLC 5 LEGEND 1" - 30' G^ PHI SCE CAS 0 15 30 — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE XRX%X PROPOSED ELEVATION POC OR POINT ON CURVE OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT a DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR k 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 El PERMANENT REFERENCE MONUMENT SO. FT. SOUARE 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 VAUD WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. Z�jG/ad FOR THE FIRM DAMES JAY JILES PSM #4997 DATE ,, FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instrucdons on paps 1.7. SECTION A - PROPERTY OWNER INFORMATION Forinscxance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 139 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 125, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 0 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 . ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use dq* of fbodro 12117CO045 E 4117/95 411/795 A 30.30' y odie u ie bmiue ur ere ease rrodo tlevauon tbr-t) data or Dase Hood aeptn entered in B9. ElFIS Profile ❑ FIRM ❑ Community Deterrrined ❑ Other (Describe): BRISKEY & ASSOCIATES ENGINEERS, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: CatStfuCUon Drawings* Building Under Construction' ❑ Finished ConsUuction 'A new Elevation Certificate will be required when 66nstruclion 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 arid 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AMC, Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Convers&dCcomments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No Ll a) Top of bottom floor (inducing basement or enclosure) 442. 1 ft.(m) ❑ b) Top of next higher floor N/A. ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) NIA. IL(m) ❑ d) Attached garage (top of slab) WA. ft.(m) 0 Ll e) Lowest elevation of machinery ancVor equipment u, 2 servicing the building (Describe in a Cornments area) NIA. ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) NIA. ft.(m) �+ ❑ g) Highest adacent (finished) grade (HAG) WA. Ll h) No. of permanent openings (flood vents) within 1 ft. above adacent grade 0 ❑ i) Total area of all permanent i (flood vents) 'n C3 h 0 open Ile. r . _sq. in. (s+ cm) IN N SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIERS NAME: JAMES JAY JILES 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 2117/06 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In theses aces, copy the corresponding information from Section A. For Inswance CorrpM use: BUILDING STREET ADDRESS pndudng Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 125 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 NAIL Number SEC11ON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE CONSTRUCTION DRAWING ONLY ❑ Check here I attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete hems El 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. Building Diagram Number _(Select the building diagram most similar tote 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 bottorn floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (duck one) the highest a4acent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest 94aoent 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 _ IL(m) _in.(c m) ❑ above or ❑ below (check one) the highest a4acent 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 cormunitys f oodplaln management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must cerfifv this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C (hems C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, Q and Eare correct tothe best of my bnowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here I attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordnance can complete Sections A, 8, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1. ❑ 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 competed Section E for a building located in Zone A (without a FEMAissued or oommunity4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodpain management purposes. Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LVUML vrrR,FAL J IVAMt TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 J Check here N attach) Replaces all previous FORM 60OA-2004 EnergyGaugeG 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1917 \ Builder: DR Horton Address: r Mc� ock � C?`� I- T Cc i 1 Permitting Office: City, State: -�� ,t . \ t C=-�� Permit Number: Owner: T* 061 Jurisdiction Number: Climate Zone: Central I. 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 3 - 5. is this a worst case? Yes - 6. Conditioned floor area (ft') 1917 ft' - 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft - b. N/A - c. N/A - 9. Wall types a. Concrete, Int lnsul, Exterior R=4.1, 1299.1 ft' - b. Frame, Wood, Adjacent R=11.0, 184.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 1917.0 ft' b. N/A - c. N/A - 11. Ducts a. Sup: Unc. Ret: Una AH(Jealed):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) Total as -built points: 25320 Glass/Floor Area: 0.18 Total base points: 26492 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. • PREPARED BY: \' DATE: I hereby certify that this f Iding, as designed, is in n compliance with the Ff Ti a-E ergy C e.j OWNER/AG7/,(-) DATE: 10 (a 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: 1 Predominant glass type. For actual glass type and areas, see aummer &Winter Glass output on pages 2134. EnergyGauge® (Version: FLRCSB v4.0) Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 42.0 kBtu/hr - HSPF: 7.60 Cap: 50.0 gallons - EF: 0.90 PT, - ►- 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 1917.0 25.78 8895.6 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 SE 1.0 6.0 16.0 61.07 0.96 941.4 E 1.0 9.0 19.0 63.97 0.99 1207.7 N 1.0 9.0 19.0 30.19 0.99 569.7 NE 1.0 12.5 28.0 47.10 1.00 1314.4 N 1.0 14.0 7.0 30.19 1.00 210.4 NE 1.0 3.0 4.0 47.10 0.87 163.3 NW 1.0 5.0 19.0 40.72 0.95 738.1 SW 1.0 7.0 32.0 56.99 0.98 1793.5 SE 10.0 10.0 40.0 61.07 0.51 1250.7 SW 11 A 10.0 48.0 56.99 0.50 1358.5 SW 1.0 6.0 32.0 56.99 0.96 1755.5 MN 5.0 8.0 20.0 40,72 0.73 598.0 SE 1.0 6.0 16.0 61.07 0.96 941.4 SE 1.0 4.0 10.0 61.07 0.89 543.4 NW 8.0 6.0 16.0 40.72 0.60 393.5 W 2.0 7.0 23.0 57.68 0.89 1176.0 As -Built Total: 349.0 14955.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 184.0 " 0.70 128.8 Concrete, Int Insul, Exterior 4.1 1299.1 1.18 1532.9 Exterior 1299.1 1.90 2468.3 Frame, Wood, Adjacent 11.0 184.0 0.70 128.8 Base Total: 1483.1 • 2597.1 As -Built Total: 1483.1 1661.7 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 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Ar��X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1917.0 2.13 4083.2 Under Attic 19.0 1917.0 2.82 X 1.00 5405.9 Base Total: 1917.0 4083.2 As -Built Total: 1917.0 t4uo.v FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised 199.0(p) -31.8 0.0 0.00 -6328.2 0.0 Slab -On -Grade Edge Insulation 0.0 199.0(p -31.90-6348.1 It EnergyGaugeO DCA Form 60OA-2004 EnergyGauge®/FlaRES'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 1917.0 14.31 27432.3 1917.0 14.31 27432.3 Summer Base Points: 36804.8 Summer As -Built Points: 43294.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: central Unit 42000 btuh ,SEERIEFF(12.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 43295 1.00 (1.09 x 1.150 x0.85) 0.284 0.950 12491.8 36804.8 0.4266 15700.9 43294.7 1.00 1.069 0.284 0.950 12491.8 EnergyGaugel DCA Form 60OA-2004 EnergyGauge®/FIaRES'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 X Conditioned X BWPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 1917.0 5.86 2022.1 Single, Clear SE 1.0 6.0 16.0 10.59 1.02 173.1 .18 Single, Clear E 1.0 9.0 19.0 12.37 1.00 236.0 Single, Clear N 1.0 9.0 19.0 15.07 1.00 285.9 Single, Clear NE 1.0 12.5 28.0 14.70 1.00 411.7 Single, Clear N 1.0 14.0 7.0 15.07 1.00 105.4 Single, Clear NE 1.0 3.0 4.0 14.70 1.00 58.9 Single, Clear MN 1.0 5.0 19.0 14.97 1.00 283.9 Single, Clear SW 1.0 7.0 32.0 11.59 1.01 373.0 Single, Clear SE 10.0 10.0 40.0 10.59 1.49 632.5 Single, Clear SW 11.0 10.0 48.0 11.59 1.36 756.4 Single, Clear SW 1.0 6.0 32.0 11.59 1.01 374.9 Single, Clear MN 5.0 8.0 20.0 14.97 0.99 297.8 Single, Clear SE 1.0 6.0 16.0 10.59 1.02 173.1 Single, Clear SE 1.0 4.0 10.0 10.59 1.05 111.2 Single, Clear MN 8.0 6.0 16.0 14.97 0.99 237.4 Single, Clear W 2.0 7.0 23.0 13.25 1.02 309.5 As -Built Total: 349.0 4820.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 184.0 - 1.80 331.2 Concrete, Int Insul, Exterior 4.1 1299.1 3.31 4293.5 Exterior 1299.1 2.00 2598.2 Frame, Wood, Adjacent 11.0 184.0 1.80 331.2 Base Total: 1483.1' 2929.4 1 As -Built Total: 1483.1 4624.7 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 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Total: 38.0 174.0 As -Built Total: 38.0 258.2 EILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points rase nder Attic 1917.0 0.64 1226.9 Under Attic 19.0 1917.0 0.87 X 1.00 1667.8 Base Total: 1917.0 1226.9 As -Built Total: 1917.0 1667.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 199.0(p) -1.9 -378.1 Slab -On -Grade Edge Insulation 0.0 199.0(p 2.50 497.5 Raised 0.0 0.00 0.0 Base Total: -378.1 1 As -Built Total: 199.0 497.5 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 ADDRESS:,,, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1917.0 -0.28 -536.8 1917.0 -0.28 -536.8 Winter Base Points: 5437.5 Winter As -Built Points: 11332.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(7.6) Ducts: Unc(S),Unc(R), lnt(AH),R6.0 11332.2 1.000 (1.078 x 1.160 x 0.87) 0.449 0.950 5283.8 5437.5 0.6274 3411.5 11332.2 1.00 1.093 0.449 0.950 5283.8 EnergyGauge'll DCA Form 60OA-2004 EnergyGaugeOFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514,67 1.00 7544.0 As -Built Total: 75".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15701 3411 7380 26492 1 12492 5284 7544 25320 PASS ` 'CI4EsST9��0 c' enru � a 1�� EnergyGaugel DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB V4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , 1 , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE GHLUKus 1 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, Penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned s ace 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. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust De met or exceeoeo uy an rV*1UG11%'W* COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci e uired. breaker electric or cutoff as must be provided. External or built-in heat tra 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 readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2004 EnergyGauge®/FlaRES2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. I . 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 3 — 5. Is this a worst case? Yes — 6. Conditioned floor area (tl') 1917 ft' — 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' — b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' — 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft — b N/A — c. N/A — 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1299A ft' — b. Frame, Wood, Adjacent R=11.0, 184.0 ft' — c. N/A — d. N/A — e. N/A — 10. Ceiling types a. Under Attic R=19.0, 1917.0 ft' — b. N/A — c. N/A — 11. Ducts a. Sup: Unc. Rev 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 a Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr — SEER: 12.00 Cap: 42.0 kBtu/hr — HSPF: 7.60 Cap: 50.0 gallons — EF: 0.90 PT, — *NOTE: The home's estimated energy performance score 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 EnergyStar""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 areas, see Summer & Winter Glass out ut on ages 2&4 EnergyGauge® (Version: FLR 0 v4.(�) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. l . 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 3 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1917 ft' - 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft - b. N/A - c. N/A - 9. Wall types a. Concrete, lnt Insul, Exterior R=4.1, 1299.1 ft' - b. Frame, Wood, Adjacent R=11.0, 184.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types a. Under Attic R=19.0, 1917.0 ft' - b. N/A - c. N/A - 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 R - 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) Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 42.0 kBtu/hr - HSPF: 7.60 Cap: 50.0 gallons - EF: 0.90 - I certify that this home has complied with the Florida Energy Efficiency Code For Building 0M sT Construction through the above energy saving features which will be installed (or exceeded) �� in this home before final inspection. Otherwise, a new Ef L Display Card will be completed h " F. nm based on installeWoe p�i featureDate:Builder Signattlt r� Address of New Home: 61 City/FL Zip: t coDrvE' *NOTE: The home's estimated energy per ormasce is only available through the FLARES computer program. nce or This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""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 a Eoa see Summer & Winter Glass outnergyGaugeg (Version: FLRCSPB v4,U) ges 2&4. PT, - DUCT SYSTEM SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 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 0.20 in H2O 0.20 in H2O 0.06 in H2O 0.06 in H2O 0.14 in H2O 0.14 in H2O 0.519 in/100ft 0.519 in/100ft 1400 cfm 1400 cfm 27 ft Supply Branch Detail Table Name Htg (Btuh) Clg (Btuh) Htg (cfm) Clg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Matl Tmk bed 3 2526 1584 88 74 0.875 646 5 Ox 0 VIFx laundry 1056 1225 37 57 1.400 654 4 Ox 0 VIFx dining 7132 5585 249 260 1.167 589 9 Ox 0 VIFx m bath 3315 2188 116 102 0.583 588 6 Ox 0 VIFx st1 703 372 24 17 0.538 281 4 Ox 0 VIFx st1 wic m bed 7784 5104 271 238 0.519 614 9 Ox 0 VIFx st1 living 3979 3998 139 186 1.400 697 7 Ox 0 VIFx family 6532 3679 228 171 0.636 652 8 Ox 0 VIFx bed 2 2236 1424 78 66 1.167 571 5 Ox 0 VIFx bath 1112 761 39 35 0.933 444 4 Ox 0 VIFx kitchen 3799 4130 132 192 2.333 551 8 Ox 0 VIFx Name Trunk Type Htg (cfm) Clg (cfm) Vel (fpm) Diam (in) Rect Duct Size (in) Duct Material Trunk st1 Peak AVF 411 357 524 12 0 x 0 VinIFIX A;. wrjghltsoft Right -Suite Residential- 5.0.64 RSR26016 [uUZ-reu-cf � Page 1 �(', E:\Files\DR HORTON 2002\1917\1917.rsr DUCT TREE DIAGRAM Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1917 08.31.01 109 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 0.20 in H2O 0.20 in H2O 0.06 in H2O 0.06 in H2O 0.14 in H2O 0.14 in H2O 0.519 in/100ft 0.519 in/100ft 1400 cfm 1400 cfm 27 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM m bath —101. wic —17, m bed —237, bed 3 —73. < —NO TRUNK laundry —57. < —NO TRUNK dining — 260. < —NO TRUNK living —186. < —NO TRUNK family —171. ' < —NO TRUNK bed 2 —66, < —NO TRUNK bath —35. < —NO TRUNK kitchen —192. < —NO TRUNK RETURN TRUNKS AND BRANCHES 357. wrightsoft Right -Suite Residential"5.0.64 RSR26016 ZOoz-reo-[i Page 1 e �, ,� E:1Files\DR HORTON 2002\1917\1917.rsr RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Prncpduure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18020 ft3 x 0.0167 = 241 cfm 2. Winter infiltration load 1.1 x241 cfm x 32 °F Winter TD = 8474 Btuh 3. Winter infiltration HTM 8474 Btuh / 387 ft2 Total window = 21.9 Btuh/ft2 and door area Prncpdure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18020 ft3 x 0.0167 = 120 cfm 2. Summer infiltration load 1.1 x 120 cfm x 18 *F Summer TD = 2383 Btuh 3. Summer infiltration HTM 2383 Btuh / 387 ft2 Total window = 6.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 31 gr/lb moist.diff. x 120 cfm = 2570 Btuh Procec>lure v - tquipmeni sizing L.oaus 1. Sensible sizing load Sensible ventilation load 1.1 x - 50 cfm vent. x 18 *F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 30051 Btuh Sum of ventilation and structure loads = 31041 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30420 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 31 gr/lb moist.diff. = 1068 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2570 Btuh Equipment sizing load - latent = 4788 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,Z wrLghtsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-27 16:17:06 ACCA E:\Files\DR HORTON 2002\1917\1917.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 For: DR Horton Notes: 1917 Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 40173 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40173 Btuh Infiltration Method Simplified Construction quality Average Fireplaces He tin Cu lin Area 1917 1917 3 Volumee (ft) 18020 18020 Air changes/hour " 0.80 0.40 241 120 Equiv. AVF (cfm) Heating Equipment Summary Make Trane Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 1400 cfm 0.035 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 % Moisture difference 31 gr/lb Sensible Cooling Equipment Load Sizing Structure 30051 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg: data n Rate/swing multiplier 0.98 Total sens. equip. load 30420 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 1068 Btuh Btuh Ventilation Infiltration 2570 Btuh Total latent equip. load 4788 Btuh Total equipment load 35208 Btuh Cooling Equipment Summary Make Trane Trade Efficiency Sensible cooling 10.2 EER 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1400 cfm Cooling air flow factor 0.047 cfm/Btuh Load sensible heat ratio 87 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2002-Feb-27 16:17:06 wriCjhtsoft Right -Suite Residential- 5.0.64 RSR26016 Page 1 E:\Files\DR HORTON 2002\1917\1917.rsr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R bed 3 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 a n w a c n 0 d 1 a n s a c n 0 d 1 a n sw a c n 0 d 1 a n s a c n 0 n 1 a n sw a c n 0 n 1 a n se a c n 0 d 1 a n ne a c n 0 d 1 c n nw a c n 0 d 1 c n ne a c n 0 d 1 a n ne a c n 0 d 1 c n se a c n 0 d 1 a n nw a c n 0 d 1 a n nw a c n 0 d 1 laundry dining 1 90 1.0 1.0 4.0 5.0 54.4 19.0 0.0 1 90 1.0 1.0 4.0 5.0 30.4 19.0 0.0 1 90 1.0 1.0 6.5 6.0 47.4 28.0 0.0 1 90 1.0 1.0 7.0 7.0 46.4 7.0 0.0 m bath 1 90 1.0 1.0 1.0 2.0 76.4 4.0 0.5 1 90 1.0 1.0 1.0 4.0 47.4 19.0 1.2 wic 1 90 1.0 1.0 2.0 5.0 39.4 32.0 0.0 1 90 1.0 10.0 2.0 8.0 39.4 40.0 0.0 living 1 90 1.0 11.0 2.0 8.0 39.4 48.0 0.0 family 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 1 90 1.0 5.0 1.0 7.0 47.4 20.0 15.0 bed 2 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 bath 1 90 1.0 1.0 1.0 3.0 39.4 10.0 0.0 i►. WrightSC) t Right-SuAe Residential- 5.0,64 RSR26016 2002-Feb16:1Page ge I ,� E:\Files\DR HORTON 2002\1917\1917.rsr kitchen a n se a c n 0 d 1 1 90 1.0 8.0 1.0 5.0 47.4 16.0 16.0 a n e a c n 0 d 1 1 90 1.0 2.0 1.0 6.0 54.4 23.0 2.4 ,At. wrightsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-27 16:17:06 Page 2 /CC.K E:\Files\DR HORTON 2002\1917\1917.rsr RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 J: 7th Ed. 1 Name of room Entire House bed 3 laundry dining 14MANUAL 2 Length of exposed wall 199.0 ft 26.0 ft 6.5 ft 21.5 ft 3 Room dimensions 15.0 x 11.0 ft 6.5 x 12.0 ft 15.5 x 15.0 ft Ceiings Condit. Option 9.4 ft heat/cool d 9.4 ft heat/cool 9.4 Ill heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) Htg Clg (ft') Htg Clg (ft2) Htg Clg (ft2) Htg CIg 5 Gross a 146 4.6 2.1 1668 "" "" -'• 103 "" "" 0 "" 202 •`•' ••.. Exposed b 13C 0.0 1.2 202 '"" 141 "" "" 61 "" '•" 0 "" "•' walls and c 12C 2.9 1.9 01 "" `... 01 "" "" 0 •"' 0 partitions d 0.0 0.0 0 "" "•' 0 ;;;; :;;+ 0 ;. �"� 0 „�� '• e 0.0 0.0 01 "" "" 0 0 0 »�• f 0.0 0.0 0 ... .,,. 0 .... .,., 0 .,.. .... 0 «.. .... 6 Windows and a 1C 37.0 241 8907 "'• 16 591 "" 0 0 "" 73 2698 glass doors b SC 37.0 •' 0 0 �•�: I 0 0 ;::: 0 0 0 0 Heating c 9C 38.7 103I 4132 0 0 0 0 0 0 d 0.0 0 0 "" 1 0 0 "'• 0 0 »• 0 0' w•� e 0.0 •' 0 0 0 0 '•" 0 0 •••• 0 0 f 0.0 •• 0 0 •'"• 0 0 •"' 0 0 ••'• 0 0 •••' 7 Windows and North 20.5 35 720 0 "" 0 0 "•' 0 0 "" 0 glass doors NE/NW 39.4 194 '•" 7644 16 "" 630 0 "" 0 0 '•" 0 Cooling ENV 54.4 401 •"' 21561 01 "" 0 0 ...• 0 19 "•' 1034 SE/SW 49.3 54) ';*' 2676 0 "" 0 0 0 28 "•' 1327 South 34.7 2,3 I 902 0 "" 0 0 "" 0 26 "'• 902 Horz 0.0 01 01 0 "'• 0 0 "" 0 0 "•• 0 8 Other doors a 10D 14.7 9.9 33 559 378 0 0 0 18 265 179 20 294 190 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1299 5986 2675 87 401 179 0 0 0 109 503 225 exposed b 13C 0.0 1.2 184 0 215 141 0 165 43 0 50 0 0 0 12C partitions e 0.0 0.0 01 0 01 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 01 01 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1919 3254 4271 165 280 367 78 132 174 233 394 518 b 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0� 0 01 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 199 5158 0 26 674 0 7 168 0 22 557 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter 0 01 01 a 0.0 0.0 01 0I of 0I 01 0 L0 0 0 0 0 0 0 floors) f 0.0 0.0 01 0 01 01 0 0 0 0 0 0 0 12 Infiltration a 1 21.9 6.2 387, 8474 2383 16 350 99 18 394 111 931 2036 573 13 Subtotal loss=6+8..+11+12 1 36521 '•" I "" 2296 960 6483 Less external heating "" 1 01 "•" I '"" 1 0 0 0 14 Less transfer Duct loss "y10" 0 3652 �:;: "" 10°/ 230 J 0 "" 10°/ 0 96 '•" 10°/ 0 648 „:: 15 Total loss = 13+14 "•" 40173 ""' "" 2526 "" "" 1056 '•'• "" 7132 16 Int. gains: People @ 300 5 `"" 15001 0 "" 0 0 "" 0 1 '"'• 300 Appl. @ 1200 "" 18001 01 "'• 0 1 ... 600 0 "•' 0 5070 17 Subtot RSH gain=7+8..+12+16 `•" "" 27310I I 14400 �_•� �i.� 1110 •.� �� 0 Less external cooling "'• .y . *,_ 0 Less transfer '•' 010 • • ...• ••,• 0 •••• •„• 0 18 Duct gain 10 % - :;:� 2732 10 °/ ••• 144 10 °/ '•" 111 10°/ "" 508 19 Total RSH gain=(17+18)'PLF 1.00 1 "•' 300511 1.00 1 "" 1584 1.00 '"" 1225 1.00 ""' 5585 20 Air required (cfm) •'•'1 1400 1400 ""1 88 74 '••' 37 57 '•" 1 2491 260 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gF>ttsPage 1 oft Right -Suite Residential'"" 5.0.64 RSR26016 2002-Feb 27 16:17:07 ACC E:\Files\DR HORTON 2002\1917\1917.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 J: 7th Ed. 1 Name of room m bath Wic m bed living j4MANUAL 2 Length of exposed wall 22.0 ft 7.0 ft 40.0 ft 8.0 ft 3 Room dimensions 13 C x 11.0 ft 13.0 x 7.0 ft 15.0 x 13.0 ft 13.0 x 17.0 ft Ceiings Condit. Option 9.4 f; heat/cool 9.4 ft heat/cool 9.4 Iti heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft� Htg Clg (ft') Htg Clg (ft') Htg Clg (ft� Htg Clg 5 Gross a 14B 4.6 2.1 207 "" "" 66 "" "" 376 "" '•" 75 Exposed b 13C 0.0 1.2 , .,., 0 , ., , 0 ."' •,•, 0 .••• •,•, walls and c 12C 2.9 1.9 0 "" "" ( 0 "" I '•" 0 "" "•' 0 ••" •`•• partitions d 0.0 0.0 C '•" ( 0 ��+� .»� 0 .,ti .. e 0.0 0.0 "" "" 0 0 0 f0.0 0.0 0 ,.., .,.. 0 ..., .,.. o .... .». 6 Windows and a 1C 37.0 " 23 850 '•'• 1 0 0 "•' 32 1183 "" 0 0 glass doors b 8C 37.0 0 "'• I 0 0 �� 0 0 �� 0 0 Heating c 9C 38.7 .. G 01 '•" 0 0 40 1548 48 1859 d0.0 01 01 ••,• I 0 01 •,•• 0 0 •••• 0 0 •••• e 0.0 •' o o '•" 0 0 0 0 •'•• 0 0 •"' f 0.0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 20.5 2 39 0 "" 0 0 '•"' 0 0 0 glass doors NE/NW 39.4 0 "" 0 0 •"' 0 72 "" 2837 48 •"' 1891 Cooling E/W 54.4 01 "" 01 01 "" 0 0 '"" 0 0 .... 0 SE/SW 49.3 2 i 1112I 0 0 0 0 0 0 South 34.7 0 I �+ 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 ol 01 01 0 0 0 0 "'• 0 8 Other doors a 10D 14.7 9.9 o 0 0 0 01 0 0 0 0 0 0 0 b 10D 14.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 18.1 847 378 66 303 135 304 1401 626 27 125 56 exposed b 13C 0.0 1.2 c 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 c I 01 01 01 01 01 0 0 0 0 0 0 partitions 01 0 01 a 0.0 0.0 0 0 0 0 OI 0 0 0 1 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 14 243 318 91 154 203 195 331 434 221 375 492 b 0.0 0.0 0 001 001 oI 0 0 0 0 0 0 0! 0 0 0 0 0 0 0 0 d 0.0 0.0 01 01 01 0 0 0 0 0 0 0 0 0 e 0.0 0.0 o o 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 C. 0 0 0 0 0 0 0 0 0 0 0 a 22A 25.9 0.0 22 570 0 7 181 0 40 1037 0 8 207 0(Note: room b 0.0 0.0 t 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 o 1 01 01 01 01 0 0 0 0 0 0 0 111Floors is fordslab a 0.0 0.0 c. OI 0 0I OI 0 0 0 0 0 0 0 floors) f 0.0 0.0 00 0 0 0 0 00 0 0 0 0 12 Infiltration a 21.9 6.2 2- 504 142 0 0 0 72 1577 443 48 1051 296 13 Subtotal loss=6+8..+11+12 ••.. 3013 '•'• "" 639 "" ""' 7076 '•" "" 3617 - Less external heating •"' 1 01 "" I "" I o '•" '••' 0 0 Less transfer "'• 0 I 0 ' '• "" 0 0 14 Duct loss 10 `<I 301 "" 10 °/d 64 "" 10 °/ 708 "" 10°/ 362 15 Total loss = 13+14 "" 3315 "" I "" 703 "" "" 7784 '•'• "" 3979 '•'" 16 Int. gains: People @ 300 c "" 0 0 "" 0 1 '+�� 300 3 •'*' 900 Appl. @ 1200 �' I "" I 01 01 "" I 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 "" '"" "" "" 19891 ., ( y y. I 330 ,",. 4640 0 .... 3635 0 Less external cooling transfer �•., 0 •+#� ��•• 0 Duct gain 0{" ( 19 10/a" 3 0" 464 10°/Less 36318 19 Total RSH gain=(17+18)'PLF 1.00 I "" 1 218a 1 1.00 I "" 1 372 1.00 "'• 5104 1.00 "" 3998 201 Air required (cfm) "" 1161 102 "" 1 241 17 "" I 271 238 *- 1391 186 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wrmghtsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-27 16:17:07 ACM E:\Files\DR HORTON 2002\1917\1917.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 MANUAL J: 7th Ed. Name of room family bed 2 bath kitchen j4CeiIngs Length of exposed wall 38.0 ft 13.0 ft 5.0 ft12.0 ft Room dimensions 14.0 x 19.0 ft 12.0 x 13.0 ft 12.0 x 6.0 ft 13.0 x 23.0 ft Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (ftz) Htg I Clg (ft') Htg Clg (ft') Htg CIg (ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 357 "" "" 122 "" "" 47 "" "" 113 - «" Exposed b 13C 0.0 1.2 0 .,,. ,'.' 0 0 ,••• •,,• 0 .... «« walls and c 12C 2.9 1.9 01 "" 1 I 0 "" "" 0 "" "" 0 - - partitions d 0.0 0.0 0 ,, , ,.,� I 0 0 �,. 0 ' e 0.0 0.0 0 "" ' 0 ,... .,,, 0 0 �. ..;� f 0.0 0.0 0 .... .... 0 ..., «« 0 .«, «,. 0 .«. .... 6 Windows and a 1 C 37.0 32 1183 "" 16 591 "" 10 370 "" 39 1441 "" glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 20I 774 "' 0 0 0 0 0 0 d 0.0 0 0 "" I 0 0 "" 0 0 "" 0 0 "" e 0.0 0 0 "" 0 0 0 0 "" 0 0 f 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 20.5 15 "" 306 0 0 0 18 375 glass doors NE/NW 39.4 32 "" 1261 16 "" 630 10 "" 394 0 "" 0 Cooling ENV 54.4 o 1 "" 1 01 0 "" 1 01 0 "" 0 21 "" 1122 SE/SW 49.3 5 '" 237 0 "" 0 0 0 0 0 South 34.7 O) "" OI 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 OI 0 "" 0 0 "" 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 305 1406 628 106 489 219 37 170 76 74 340 152 exposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 01 01 01 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.1 OI OI 0 0 0 0 0 0 0 0 0 0 e 0.0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 0 0 0 01 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 266 451 592 156 265 347 72 122 160 299 507 666 c 0.0 0.0 01 01 0 0 0 01 0 0 0 0 0 0 d 0.0 0.0 01 01 01 01 01 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 38 985 0 13 337 0 5 130 0 12 311 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 01 01 01 01 0 01 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 I 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0I 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 01 01 01 01 01 0 0 0 0 0 0 0 12 Infiltration 1 21.9 6.2 52 1139 320 16 350 99 10 219 621 39 8541 240 13 Subtotal loss=6+S..+11+12 "" 59381 "" "" 2033 "" "" 1011 "" "" 3454 Less external heating «,. 01 ..., j I 0 .... 1 .,« 0 •••• 0 14 Less transfer Duct loss "" 10 %J I 0 594 j ; "" "" I 10 %a I o 203 "" I "" I 10 °/ 0 101 "" ..,. 10°/ 0 345 15 Total loss = 13+14 ""1 65321 "" 1 "'"1 2236 "" ""j 1112 "" "" 3799 "" 16 Int. gains: People (d 300 0 "" 0 0 "" 0 0 0 Appl. @ 1200 01 1 01 01 , 1 01 0 •••• 0 1 1200 17 Subtot RSH gain=7+8..+12+16 "" "" 334005 I 12955 ..�� 692 ��« .... 3755 0 Less extemal cooling "" "" .,., 0 18 Less transfer Duct gain "' 10 %( I " "" 0 334 "' 100 "" 0 129 ,�""„� 10 °/ "" 0 69 .«. 10°/ .«. ��* 0 375 19 Total RSH gain=(17+18)'PLF 1.00 1 "" 1 36791 1.00 1 "" 1424 1.00 .... 761 1.00 1 4130 20 Air required (cfm) .... 2281 171 .... 1 78 66 "" 39 35 "'• 1321 192 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wraghtsoft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-27 16:17:07 Page 3 ACCA E:\Files\DR HORTON 2002\1917\1917.rsr 14x8 iwcd t5""-TOP A72 TOP \ 1 NODE ■ ids �i V-4" CLG r 1R t- H :� `■ BOBO SOD p g W KITCHEN !+/r I/ 1=A O 9'-4' CLG W IINING NI '17 Ii001t p S 14 6 1 W c d f ____. _—__9:: QG DDRM.A�2 ■? Y-41 CLG. f iDx1D ro , - n 7' __ ... " 12 Iq BEDROOM V-4' CLG. 14xB Iwcd 14x14 rag 240 2-mil 9- �7 ,�7Vth dud kp ;k Iwo flh--- jfor, -fight 4- a • c BFt__ p IM — 4�iR 1-SN I£ Kitt._.__�...__�._._,..._.. } 12x F3A7 ii o 2 6 a,.,..«...:...4" a2p w TEMP. G FOYER c > m __ ,� `t .ref SHPvR ■' fi"!$f 9'-4 CLG. i ~ ■ x S�4 ♦ 24XIZ .G 1Dx10 rug 3 j t F.G, sal t#'s{.3 y L:1i27 �i i u.ev.e � C:iG. '� - � r !,v ♦ ova! te.T. L .._J a a c O. 11 aAFn P1 ;:;..,.; 4 2X42 A/C SLAB as BY BLDR MIN ne, 2' FRDM WALL r + uIL 22kX4' • SIB^_1'0" is 3 pler, TON W/1OKW 0240V 1PHGARAC `orm by 9'-4, QG 10 _u X/ -V u.ML). SQ.FT. CALC. S LIVING 1907 SQ. FT. GARAGE 433 SQ. FT. ENTRY 55 SQ. FT. LANAI 129 SQ. FT. TOTAL 2524 SQ. FT ENDURR PRODUCTS Fax:3366684478 Oct 22 2003 17:22 P.02 RT p?STING ABURATORIES LJ Architectural Division • 7252 Narcoossee Rd. • Orlando, FL 33522 ` (407) 384-7744 • Fax (407) 384-7751 Web Site: www.ctlarch.com B-mail: ctlnrch-com Report Number: CTLA-90OW-5-16 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS. INC, P.O.BOX 8908 GREENSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Aluminum Inswing Threshold Nan Ya Plastic/ Plaet-Pro Distinction with (74"x 9811) HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinforcement "Voluntary Specification for Aluminum, Vinyl Test Specitfcationst A 101/I.S.2-97 (PVC) and Wood Windows and Glass Doors". • Frame Components • The main frame measured 74wide x 97.625" high overall. Framc eoruistW of two (2) 4.562"'wick x 97.625" long. One (1) frame beader 4.562 Aide x pine jambs measuring " P.H. 72,50" long, coped and butted comer coa muctton, secured with two (2) # 8 x 1.754.562, manuring flat bead wood screws. One (1) aluminum (ZA14566) inswing threshold wide x 72,50" long. Configuration: Six panel opaque, fiberglass double door unit (luswing). XX Active and astragal parcel measured 35.75" wide x 95.25" high. Panel: of am ya fiberglass (0.075") thick S.M.C- skins. The interior Door Panel Construction: The panels arc constructed cavity of door is filled with PU foam flush type. The top & bottom rails are constructed with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" Ion. me X fawn PVC plastic measuring 750" hinge stile is constructed with one (1) piece of 1.200" high x 93.250" long, one (1) pieo£wood rein5orcemens measuring 1„ wide ce 1.5937 wide x x 0.65" high x 93" long sad ores (1) U ahapc rcruforoenunt �ee1 " u� is with one (1) Piece of foam 0,79" high x .079" thick x 93" long. The lockstilc constructed PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood reinforoommt rrmcasuririg 1.4315" wide x 0.65" high x 93" long, one (1) piece of wood 1,5937" wide x 0.19" high x 93" long, two (2) Pieces of U shape reinforocmcnt measuring reinfforoement steel measuring 1.5937" wido x 0,79" high x .079" thick x (43.3" long top 1.5937" wide x ime and one (1) wooden lockbox rttessuring piece), (27.56" long bottom p ) long. A DBK-R door sweep was attached to the r bottom rail. The 0.79" high x 20" astragal is attached to astragal panel. Glazing: NSA i t t Page 2 of 3 Endura Prodtuts. Inc. qn A-900W-5-16 Weather Stripping: Head: One (1) piece of weatherstrip Eadura QEBD 650 Jambs: Two (2) pieces of weatherstrip Endure, QEBD 650 Astragal: One (1) picco of weatherstrip Endure, QEBD 650 Jambs: Two (2) pieces of Endura simple solution corner pad Bot = rail: One (1) piece ofDBK-R door swoop Hardware & Location: One (1) Kwiksct Da dbolt located 54.197" fsom top of panel one (1) Kwikset passage lock located 59.687" 6rmt toy of panel One, (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with refi=e:neat located on astragal panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", 58.687 and 84.812" moesuhng from top of door panel. Sealant: An adhesive sealant was used to seal unit into rough opening . Additional Description: Each hinge wa3 attached to frame with four (4) sews, the top hinge bad two (2) # 10 x 2.50" phillips counter sunk screw and two (2) # 10 x .75" phillips counter suck straws. The middle and bottm bingo had one (1),410 a 2.50" phillips 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 ooutner sunk screws. Installation: Fourteen (14) *10 x 2.50" phillips countersunk screws were used to secure specimen to wooden test buck. Six (6) in the flame head located 6" &rom each jamb then 18" o.c. there after with two (2) at mid span through astragal strike plate. Fivo (5) in each jamb located 6" ffortt tech end 22" o.c. thataft with one (1) at mid span. Comment: Nominal 2 rail polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test resuits. Performance Teat ]Results Par graph No Tide of Test Method moss 2.1.2 Air Infiltration ASTM E233.91 .01 cfrrdfi' .34 ofrn/fV. 0 1.57 psf The tested specimen marts or at000ds the penformaatc levels specified in AAMA/IOI/I.S.2-97. 2.1.3 Water Resistance ASTM E547.93 5.0 sph/R' Four (4) five (5) minute cycles No Entry No 'Entry WTP=6psf DIP 40 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330.90 Permanent Defbrmabon Twenty-nine (29) second load D/P +40 @40 psf Positive .041 " 382" D/P —40 @40 psf Negative .055" .38JJ2" 4 dt/Jvr" Cs Unit tested without reusforcemesft Unit tooted with two (2) screws added to header 1 tvi 3 DZURA PRODUCTS Fax:3366684478 r Oct 22 2003 17:23 P.04 Page 3 of 3 Enduta Products, inc. # MA-90OW-5-16 Performance Test Results (continued) Para�tpx� aim of Tc Metbod Mea u ow 2.1.4.214.4.2 Uniform Load Structural ASTM E 339-90 Permanent Deformation Ten (10) second load @60 psf Positive 103" 3$2" @60 psf Negative Unit tested without reiaf+orcement Unit tested with two (2) straws added to header 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Permarumt Deformation Ten (10) second load 3$2" @72 psf Positive .027" .382" ®82.5 psfNcgative .007" Unit tested with roinforca 3=9 Unit tested with two (2) screws added to header Mid -span of lockatilc max allowable perm set at load (0.4% of span) = .382" Test Date: May 30, 2002 Vest Completion Date: July 10, 2002 Remarks: Detailed drawings were available for laboratory records and caanparison to the test R=iraeo at the time of this report. A copy of tbi;a report along with reps adauve sections of the test specimen will be retained by CTL for a period of four (4) years. The results obtained apply only to the apeoixrm tested. This test report does rut oansmute cernfication of this product, but only that tlrc above test results wtvre obtained using the dcsigramed test methods and they indicate =nplmce with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Labor&tonn assur "that MU mfonTadan provided by the client is accurate and that the physical and ebcmical properties of the canpooeats we as stated by the manufacturer. Cerbilod Testing Lsboratoriee, Inc. Walter William Lab Technicim Ard9toctvral Division cc: Endam products, inc. (4) Ramesh Patel, P.E. (1) Filc (1) Ramesh Patel, P.E. Florida Reg.# 202224 %1 --.1 1 1 v . Ur • I O VLL LL LVV:J Ir•Lu r.VL CEERTIFIEPrIESTING ABORATORIES l� ®j Architectural Division - 7252 Narcoossee Rd. - Orlando, FL 32822 (407)384.7744 @Tax (407) 384-7751 Web Site: www,ctlarch.com E-mail: ctlarch.com Report Number: CTLA-90OW-5-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.O.HOX $908 GREI?NSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Pond Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction witb Aluminum Outswing Threshold (7411z 81") HGD-LC35 w/o Reinforcement, HGD-LC50 w/ Reinforcement Test Specifications: AANLkINWWDA 101/I.S.2-97 "Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : 'no main fiamc measured 74" wido x 81.125" high overall. Frame coanisted of two (2) pine jambs measuring 4.562" wide x 81.125" long, One (1) 8-ame 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) alumnit= (ZPOB4566) outswing threshold measuring 4.5 62" wide x 72.50" long. Couriguration: Six panel cpaquo, fiberglass double door unit (Outswing). 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 -filled with PU foam flush type. The top & bottom rails aro constructod with foam PVC plastic and measured 1.5937" vvide x 1.125" high x 35.125" long. The hinge stile is constructod with one (1) piece of foam PVC plastio measuring 1.750" wide x 1.200" higb x 79.250" long, ono (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, one (1) picot of wood measuring 1.5937" wide x 0.79" high x 77" long, me (1) wooden lockbox measuring 1.5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attachod to tho door bottom rail. Tho astragal is attaehcd to astragal panel. Glazing; N/A Weatber Stripping: Head : One (1) piece of weatherstrip Endura QEDD 650 Jambs: Two (2) pieces of weatherstrip Endura. QEBD 650 , Sill: One (1) piece of weatherstrip Endura QEBD 650 Astragal: Ono (1) piccc of weatherstrip Endura QEBD 650 ' )ambs: Two (2) pieces of Endura simple solution corner pad r { `•(�� O� Bottom rail: Ono (1) piece of DBK.-R door sweep I Vl. 1. 44 GVII./ 1 I • L.J r . vJ 3 Page 2 of 3 Eadura Products. Inc. Rgpm # GTLA7900W5.1 Hardware & Location: Oae (1) Kwikset Deadboh located 38.5" from top of panel One (1) Kwikset passage lock located 44,0" ftosn top of panel One (1) Standard astragal located anastrsgsl panel. One (1) Hurricane w agal with reinforoenserrt located on astragal pawl. Three (3) 4" butt hinges on door flame located 6,4375", 37,525", and 63.8125" measuring from top of door pawl. Sealant: An adhesive sealant was used to seal unit into rough opus Additional Docription: Each bu*c was attached to Berne with four (4) screws, the top hmp had two (2) # I0 x 2.50" phillips cauntcr suck screw and two (2) # 10 x .75" Phillips counter sack screws. The middle and botcem hinge had one (1) # 10 x 2.50" phillips counter sunk screw and three (3) # 10 x .75" pUMps counter sunk screws. Hinges ware attached to door panel with four (4) # 10 x .75" phillips oounner sunk screws. Installation: Twelve (12) # 10 x 2.50" Phillips Counter sunk screws were used to secure speaimm to wooden test buck. Four (4) in ft fiatm bead iocatod 6"ftorn each jamb than 13" o.c. there After. Four (4) in each jamb located 6" from, each end 22" o.c, thet'eaiter. Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The Sim was used in a mauler that did not infkwenoe the test results. Performstace Test Results Para$nph g Title Qf now Measured Allowed 2.1.2 Air Infiltration ASTM E20-91 .01 afiu/fti .34 cfin/fO. 1.57psf The tow specimen meets or exaeods t& perfhrmaace levels ipecified in AAbW101/1.3.2.97, 2.1.3 water Rcsisbume ASTM EU7.93 5.0 gpblfN 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 Structural ASTM E330.90 Pemmcnt Deformation Twenty -sox (26) second load D/P +50 @50 psf positive 012" .317" D/P -50 050 psf Negative .001" .317" Unit tested without rcinkamnVat let 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 pertrumcat Daftnation Tao (10) twond load @75 psf Positive .011" .317" 317" @56.25 psf Negative .001" Q � Unit tcstod without reinforcement kit 0 _ �! M k Er4DURA PRODUCTS Fax•336668447$ Oct 22 2003 17:26 F.04 Page 3 of 3 Endura Products, Inc. Report d CI7_A-900W3-1 Performance Tat Results (continued) 2.1.4.2/4.4.2 Uniform Load Structural ASTM =30-90 permanent Dethnnation Tea (10) second load @75 psf Positive .011" .317" @75 psf Negative .139" .317" Unit tested with 11e116orooncat lit Mid -span of lockstilc max allowable perm. set at load. (0.4% of span) = .317" Test Date: May 16, 2002 Treat Completion Date: May 16, 2002 Remarks. Defeo dravvuW were available for laboratory sum* and comparism to the test specunta at the time of this report. A copy of this report along with mpnesc=tiva mctdorrs of lire test spocitwn w111 ba rotainad by CTL for a period of four (4) yom, The rwaks obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test results ware cbtnin,ed using the desigaated teat metbods and dw indicate compliance with the perfomwes requirements (paragraphs as bstod) of the above re4roncod specifications. CwtiEod Tostittg IAbvm'emtvrics aammoe that all k oruwtian provided by tlra client w aevu uw and that the physical and chemical prupertim of the c=pon=t3 ate as atMtod by the manuftmcturcr. CertMod Testing Laboratories, Inc. ta4r;13- Lab Technician Architectural Division cc: Endura Products, Inc. (4) Ramesh Patel, P.E. (1) File (1) Ramesh Patel, P.E. Florida Reg.# 20224 January 10, 2003 Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 RE: Summary of Results: 7SWE-ZPOB-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 N/A _ ASTM E 330-97 Uniform Load Deflection Test +1- 48.0 psf ASTM E 330-97 Uniform Load Structural Test +/- 72.0 pgf Desi Pressure Rating based onE 330 +/- 48.0 psf DesiEM Pressure Rating (based on E 547 NIA Note. Design pressure rating based on water test can not exceod 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, N.C. oe�2� - c7 sep . heed, P.E. Director — Engineering Services JAR. -jar cc: 01-42675.01 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 tax: 717.764.4129 vwm archtest.com -- I ENDURH PRODUCTS Fax:3366684 i Oct 22 2003 17:31 P.03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE•ZFOB-XX-06 TYPE: Ultimata Astragal Steel French Outswing Door Title Summitry of Results Uniform Load Deflection Test Pressure t48.0 Dsf Uniform Load Structural Test Pressure t72.0 psf Dcsi n 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: ENDURA 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 Serics/Modei JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. The samplo tested successfully met the performance requirements for the test methods below. Test Method: 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' 11.7/8" wide by 67" high Finish: Test unit was white. 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www.archte$t.com ENDURR PRODUCT; Fax:33666u4478 Oct 22 2003 17:32 P.05 Test Specimen Description: (Continued) Weatherstripping: Descri tg ion Kerf mounted "C." shaped open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high DBC — H double fin single bulb uantit 01-42675.01 Pagc 2 of 5 Location Frame perimeter and astragal Bottom of jambs and astragal Bottom of door panels Frame Construction: The head and jambs were constructed of wood. The sill was constructed 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 constructod 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 #8 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 48 x 2" screws, two per plate. t u v Vvv�>�a O uct 11 2003 17:33 P.06 01.42675.01 Page 3 or 5 Test Specimen Description: (Continued) Hardware: Dcsgri tp io Ouantit LoQation 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 2/112" 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. _ (D Test Results: The results are tabulated as follows: Title of Test - Test 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 hold 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" -- f 01-42675.01 Page 4 of 5 Allowed L/175 - 0.45" max. L/175 - 0.45" max. U175 = 0.45" max. U175 — 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 bu 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 MAIldnw 01-42675.01 Gl . J A. Preed, P.E. eetor—Engineering Services 4::� 30 �/Z Z ENDURA PRODUCT Fax :3366684478 Oct 22 2003 17 : 34 P. 09 DOCUMENT CONTROL ADDENDUM #01-42675.00 Current issue Date: 12/13/02 Report No.: 01-42675.01 Requested by: Kevin MacDonald, Endure 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. r r tX Opaque Outswing Unit COP-WL-JH3121-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: I I L L 0 1I Doll Note- 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 6-8- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Test Data Review Certificate 13026447A and Cop/Test ReponUidaucin Matrix 43026447A•002 provides additial information -evadable from the onITS,P/H websile (www.ellsemko.coml, the Masonile websrte (www.masonite.com) or the Masontte technical center. 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. state 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02, APPROVED DOOR STYLES: Flush Arch Top 3•panel 3-panel 6-panel New England 4-panel Eyebrow 4•panel 8•panel `� !] oIrI.: 00: g•Danel 15-panel 5-panel 5-Panel wilh scroll"-' Eyebrow 5-panel Eyebrow 5-Panel with scroll Johnson- EntrySysterns _ r..,�...• .m June li. 2002 ppE+ vvnr ,Q. <'J/.t • Jw commmnq aoofM c10n 00W Imorovanem makes sucaKa, or* aes,gn aro 0100ufd C•laa S01"I 10 c+ung. "Pout MllcdJ o n i t e I n to r n a t i o n a I C o r po r a t i o n ,. X Oe l Opaque `Outswing Unit METAL —EDGE STEEL DOORS CERTIFIED TEST REPORTS: 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 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 Johnson° Eff tttrySystems June 17.2002 Our commuuq aopram or proouCl Imo�OV_menl male smcdcauo�s aesqn ago proou0 Oen�l Sublecl 7o cha qe ''00ur nWrce. Y11Wesodc NwwY Test Data Review Certificate 13026447A and Cop/Test Report validation Matrix $3026447A•002 provides additional information - available from the ITSMH website (www.ellsemko.com), the Masonrte website (www.masonite.com) or the Masonite technical center. T o• Masonite International Corporation I.; ?( Opape Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: ! Via. CM aIw7M FEJ�0 Test Data Review Certificate 03026447A and COP.Resl Report Validation Matrix M3026447A-002 provides additional Information - available from the ITSNJH ILJI I websile hwww.ellsemko.com), the II Masonilewebsilelwww.masonile.com) or the Masonile technical center. I Note: Units of other sizes are covered by this report as long as the panel used does not i. exceed 3'0" x 6'8". Single Door Maximum 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 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 required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUIN INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0O01-02. APPROVED DOOR STYLES: 00 00 Flush Arch Top 3-panel 3-panel 6-panel New England 4-pant Eyebrow 4-panel 8-panel 9.pan1 15-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson° :.cruuray r,cm Entry5ystetms P EAC3 June 17. 2002 Our com"wN Nogr am or W oducr imorii then mak" sm;'Kai-ors, tvgn and orodun M a s o n i t e International Corporation gran suorecr ro cron9e -mour none Xt 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 8CCO 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 Vvmp lbsq �s Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix N3026447A-002 provides additional inlormalion - available from the ITS(WH websoe Iwnvw elisemko.conn), the Masonite website (wivw.masontle.com) of the Masonile technical center. Johnson° Etnt11ry5ystem5„r;, ." lip June t7.200? " °" " (ha continuing voy am Of moaua Imorovemem makes soeorKawro ongn ana oroo�sr M a s o n i t e International Corporation oswn subwci io cmnge without notice. X Glaze'd Outswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: vwniock hlersw k Test Data Review Certificate 03026447A u and COPrlest Report Validation Matrix t7 i 03026447A•001 provides additional I r information • available from the IT&WH websile (wvrw.ellsemko.com), the Masonite websile (www,masonite.com) O or the Masonile technical center. 0 "r I Note: i Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". Single Door Maximum uml size = 3o" 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 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-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: oj. 31i oa. 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: 0a 00 00 00 _00 105 Series _00 106, 160 Series' 129 Series' _aa 200 Series' 12 RrL,. 23 RiL 24 R/L 107 Series' Series' _ 108 Series 304 Series 'This glass kumay also be used in the following door styles: 5-panel. S-panel with scrota Eyebrow 5-panel. Eyebrow 5-panel with scroll. U Johnson- EntrySystems June 17.2002 Our :ononwng 01,Vam or PFOOXr morovemeni :MKO 30110Kauons oesign an0pro7utr 213.1 WWI ro CNnge wahoui nolrCir PiRFi14`?r.'.'�'frx«a . Toa ,oa Masonite International Corporation X, Glazed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 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 210-1864-5, 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CC0 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 Test Data Review Certificate 43026447A and COPlresl Report Validation Matrix /3026447A-001 Provides additional information • available from the ITS/NH website (www.ellsemko.com), the Masomle website (www.masonite.com) or the Masonite technical center. Johnson- Entryftstems PR�1L...s�f �(xGon • June 17.2002 J,jr commuting pogrom or proWn impro.emem makes soecuicol:om oesgn ono ormucl M a s o n r t e international C o r p o r a t l O n wail submt rocmffi o •.nnour nonce x e r I Glazed Outswing Unit APPRDVED ARRANGEMENT: METAL -EDGE STEEL DOORS voonoek Flows " Test Data Review Certificate e3026447A and COP/feslReport Validation Matrix 43026441A•002 provides additional information - available from the ITS+WH c O x l 1I website (wwwetlsemkocom(, the I` Masonite website (www.masonite.com) or the Masornte technical ranter. Note: wnz Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x H". Double Door Maximum unit size. 6'0" a 6'8" Design Pressure +50.5/-50.5 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, 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 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: am 00 00� 00 00 000 00 00 100 Series 133. 135 Series 136 Series 680 Series 822 Series 112 GLASS: 00 00 00 00 as 00, 105 Series' 106. 160 Series' 129 Seres' 200 Series' 12 R1L. 23 Rrl, 24 Ril, Series' 107 Series' 108 Series 304 Series ' INs glass kit may also be used in the lollovnng door styles: 5-panel: 5 panel with scroll. Eyebrow 5-panel Eyebrow 5 ponel with scroll Johnson r r..r.....rY r..T EntrySystems _ PRf�4^'��e r� �:<� • June 17.2002 Masonite International Corporation ,M zom.nwp yogrvn or aoomi rofo"mim naves swafrcUons aesq: ano MOW ' nail S001Kr to Cname .1nou1 nonce XX` 1 • e 1 Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: SO i!i� 1w.I I,qI 5 404 Series d10 Series d50 Series 10q 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 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 YVrteeeoei[ ►fr.+�r Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix 13026447A-002 provides additional information • available from the ITS1WH website (www.ettsemko.eom), the Masonite websrte (www.masonile.wm) or the Masontle technical center. Johnsonw nrsy s Ent stem �^c� �.��• cam,. - June 17,2002 Masonite International Corporation Our comets+nq program or wooucr 111110wment rroRes soeutaanorn afKtr aw Y•oaucr tt!au s:o;ec1 :o crarge mirrour nonce. AxCOP-WL-JH4142-02 Glazed Inswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: tN.,acde Ea..t..y If1 ii • Test Data Review Certificate i3026447A ad and COPlrest Report validation Matrix sF ' s3026447A•001 provides additional k information • available from the ITSJWH websrle Iwww.etlsemko.com), the O a., I Masomfe website (www.masonlie.com) or the Masonile technical center. O H 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 size. 6'0- x 6Y 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-nabonal. 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: t 00 00 All JCD; 00 00 00 00 00 100 Series 133, 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: dMIL .�LE 00 00 00 00 00 00 00 105 series' 106, 160 Series' 129 Series' 200 Series' 12 R/L, 23 R;L. 24 R/L 107 Series' Series' 1D8 series 304 Series 'This glass kit may also be used in the follotvmng door styles 5-panel: 5-panel with scroll. Eyebrow 5-panel. Eyebrow 5-panel valh scroll. Johnson- E.ay..•b r.oT Entry5ystems une 17,2002 •hit cantmuing proar am of Dr oauct -nprovemant roataa specUncallors, aespn am oroauct M a s o n i t e International Corporation cetaa suaact to coange Mtnout none. XX Gla ed Inswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: © .1 0 t7l 404 Senes 4t 0 series 450 Series FULL GLASS: � a i 109 Series 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 loam 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 am s Test Data Review Certificate 13026447A and CONTerst Report Validation Matrix 1302644YA-001 provides additional information • available from the ITSANH website (www.etlsemko.com). the Masonite websde (www.masonite.com) or the Masonile technical center. Johnsoinrr, r.srvr ..iv,.mm EtntrySystettttns- Pf �FA17 c�R'r� u. �t �. June 17. 2002 Corporation Ow conPmLng or ogran of or matt �morovemere +ores sauncauon @@sign ana oroaq M a s o n i t e International Ce!aa sUbWCl:o Chang@ •.vitnout nouca. >; . • X Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: Wall a,x ►e...., i Test Data Review Certificate r3026447A and CoNest Repoif Validation Matrix 1 3026447A-002 provides additional information - available from the 1TSMH website (mvw.ellsemko.com), the Masonite vvebsite (www.masonite.com) 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 size a 30" it 6.8- Design Pressure +50.5/-50.5 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 budding design and geographic location is determined by ASCE 7-rational, 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: 100 Series 133, 135 Series 136 Series 680 Series - _2 -- 82Series 1/2 GLASS: DEW- -.i -- — - 00 °° 0 13 0 105 Series' 106. 160 Series, 129 Series' 200 Series12 IUL. 23 R/L, 24 RrL 107 Series' 108 Series 304 Series 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. Johnson1- EntrySystems e., ..... , June 17.2002 ^ I/F !'^ • Our comtit SUD mq oropam of aul no rmDlovertNni miYp SDeCrIiG1i0r0 ots gn ano DroouU Aran sugrcr to crenge wnnour noun Maso nite International Corporation , . A , G/8Z8d /OSVViOg Unit METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Lj Stites 152 Series 149 Series 300 Series CERTIFIED TEST REPORTS: . NCTL21O'18071.2.3.4.5,E;NCTL21O'1OG1'1. 2,3. 7. 8.9:NCTL210-2183-1.2.3 Certifying Engineer and License Number: Barry D.Porinoy,PE/16258. Unit Tested inAccordance with Miami -Dade 8CC0PA3O2 Evaluation mportNCTL'21O'2704'1 Door Vx»oboonstronteUfmm26'guoUo�D17^th�ko�o|ok/no :0cVhoh�noon�roc�dhomO-041"ep Top*men �o»oimoU�Uo�O.O41^stooi8ottomeodroi/soVostmotnU of0021^steel. Interior cavity of slab filled with rigid Polyurethane foam core. Slab glazed with insulated glassmnuntod in a ^/rigidPlaoUc/ip|ite surround. Frame constructed of wood with anextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH COMPANY NAME CITY, STATE TO the best of my knowledge and ability the above sido-hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State ofFlorida, eer Ko�BmNha�� PE— L�oo»o � ~ — mumAor5G533 Test Data Review Certificate #3026447A and COPfTesi RePort Validation Matrix 13025447A-002 Provides additional information - available from the IT&WH or the Masonife technical center - Johnson- Entrysystems 011'a" Nbleci to t*�91 "t'.'U' M - sonite International Corploratio]n VV 1 ' 1 Opapue Outswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS w.,.a«ee H neov VI f =7. Test Data Review Certificate ►3026447A and COPRest Report Validation Matrix #3026447A-001 provides additional information - available from the ITSrWH website (Wwwr.ellsemkocom), the Masonite websile (www.masonote.com) or the Masonite technical tenter. 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 site = 6'0-x 6'8" Design Pressure +55.0/-55.0 limited wafer 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: t, o0 0 o ao �71 a .� ©Cl rr _ Flush Arch lop 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel L 0 � �cc 9-panel 15-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll doh nson- En trySystems June 17. 2002 Cur commune woaamot promt im iiiW o n n9ites smahoaboraoesyn ana or000cl Wall SuoNcr to crynga mrhou nonce. 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 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 bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnsonl- Etttl t ysySt@ttti s June 17.2002 Ow C01elnUM9 prop" 01 or MCI lMot oVWnON 45 S"OM1CaoonS Of KA arA oloeuct olla ll wolect to:ranp %rltloW nollte. Well INS" Test Data Review Certificate 03026447A and COP/Test Report Validation Manx 03026447A•002 provides addibonal inlormation • available Irom the ITS/WH websile (www.ellsemko.conn), the Masomle webslle (www.masonite.com) or the Masonile lechnal center. y faiubv•Ir l,om. Masonite International Corporation XX Opaque Inswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS trll.enoerae ra•w i Test Data Review certificate 03026447A �l I and COP/Test Report Validation Matrix i /3016447A 002 provides additional I I t i information - available from the ITSWH I I I I website iwww.ellsemko.eoml, the u I Masonite website (www.masomte.com) or the Masonite technical center. i Q i Note: Units of other sizes are covered by this report as long as the panels used do not �. exceed 3'0"x6'8". Double Door Maximum unit size a 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: 00 oa Flush Arch Top 3-panel J-panel _00 6-panel New England 4-panel Eyebrow 4-panel 8-panel i II Or 9-pariel 15-panal 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll doh nsonU EntrySystems FRLK-- rX f" "T June 17 2002 N cmu umq m odam or mooacs ,,,o°emem tuxes soeauc+noes aesgn pit a oaua Masonite international Corporation orraa worm :..+cranpe wnnnm noun X,A I I 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. Pooney, 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 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 tiv..�o�x H.•.r �f•• Test Data Review Certificate 13026447A and COP7Test Repon Validation Matrix i3026447A•002 provides additional information - available from the ITSrWH websile twww.etlsemko.coml, the Masomle welisile (www.masonite.com) or the Masonite technical center. Johnson EntrySystems _- ,�,>;.,�.,,:• June 17,2002 Masonite International Corporation +!11+: onnnwnq poy. inl o+ Dr oaucl imp:Ovlm@nl mi+IfS SetCdiCN+on3 4ss+pn JnC O'00�0 Lwa scoiea fo CmNq eMnooi Ix O? que Inswing Unit t` FIBERGLASS DOORS APPROVED ARRANGEMENT: .tr I i Test Data Review Certificate Y3026447A; t30264478.I3026447C and COP!fesi I Report Validation Matrix 03026447A- D03: #3001, 026AdiC-W. 002 003' �2 �l 0 '1 aval ble from TS/WH roviderthe IIawebsrte 10 Iwww etlsemko.com). the Masonae website (www.masonrle.com) or the Note: Masomle technicalcenlet. 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 IV9ximum unit size = 37 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. state 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: 00 Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrows -panel with scroll Oak xaff AR It EK'� Jre EROLASS ENTRY DOORS ^whnurM ramie E"vr Oxon J,ne I; 10,i2 :4r ."onbmmnG vogam oI Mooucl :mcwvemec: rnaxs sDauhcallo. Gesgn an0 0190UCt •:eid $bC,Kt 10 cna:gtl :nmJUI notlu Masonite International Corporation X 1' el Opagm Inswing Unit 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: 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 Oakkraff W.,-, FIBERGLASS ENTRY DOORSTenwva v.perv.em., D<on IITI wwwok 4k•wp F7. Test Data Review Cerlikale Y3026447A; 130264478;/3026447C and COP/Tesl Report Validation Mafrot 13026447A- 001, 002, 003:130264476-001. 002, DOS; 4!3D26447C-001, i1D2, 003 provides additional information available from the ITSAVH website (wwsv.ellsemko.com), the Masonile website (www.masonile.com) or the Masonite technical center. (.Uv„,aY 1.Crn rnlo... �j�`i'• Masonite International Corporation Our conun mpq progiam o! p,odOC1 improvement na.es spec.!lcabord aesign and DIOCJV d.lid sJ0le4" 0 C^arye'.e 11,00 'ot-ce X� Unit SINGLE DOOR 1 6 TYP TYP 6'8" UNIT 8'0" UNIT 13-15/16 17.1/8" MAXIMUM ON CENTER TYP. Countminimurn Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening •O) • Width of door unit plus 1/2" • Height of door unit plus 1/4" T T tMiernwdr Nnsgr Test Data Review Certificate 13026447A; r3026447e: A3026447C and COP/Test Report Validation Matrix t3026447A 001, 002. 003; t3026447e-001, 002. 003: ►3026447C-001, 002, 003 Provides additional information • available from the ITSAMH website (www.etlsemko.com), the Masonite websile (www.masoni,e.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. June 17, 2002 W, conl,nyinp W "", DI D,DOIKI �mO, Dvgmenl rraoS sDK6ca!ions a99n am o, 00W DN34 suDBtl !D cna^pe mmu�: nuc¢e PREI40u,—An'. /.<{,. m Ov..Y Deer, Masonite International Corporation •' �, XX Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: IRS eirw Test Data Review Certificate #3026447A. Y30264478: l3026447C and COP/Test Report Validation Matrix 03026447A• 001,002.003:#30264478-001,002. 003 /3026447C-001, 002, 003 provides additional information - available from the ITSWH website (www.ellsemko.com), the Masonite websile (www,masonite.com) or the Masonde 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 site = 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 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•MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02, APPROVED DOOR STYLES: ___ o0 0o ao non Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll 0 akaraff j11WN1jEKT. Eii-i", A33 ENTRY DOORS rbn'enww ripprTpn Fm.Y boon vine'7 2Cg2 ')Ur [onll]u,ng Dr,4am of oroCuel ImproMmenl mares SDOO'Caltons. 09519n 8N p10C'Sl ; elCl :o'Range .nftul nonce. s��/�/'�p� 't�.�E'''E''�}'e7n��'a E•<�vr v�.y r.om m o, r oee Masonite International Corporation XX r l l f Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772W-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. 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 O akQraff ART K" FIRER OLAYY ENTRY DOORS .Von-renvt0 r,p¢rp+tt Emry Door YYnnock hMtwy VIIIIIIIIIIIIff F'7® Test Data Review Certificate 13026447A, #30264478;f3016447C and C01"7Tesl Report Validation Matrix /3026447A- 001.002,003:03026447B-001,002. 003: 13026447C-001. 002. 003 provides additional information - available from the ITSNJH website (www.ettsemko.com), the Masonite website (YA-4w.masonile.com) or the Masontle technical center. ,'Lni'7 )v .;m ,,u' p+oq'am )I c.000:r �'Iwart•T?nl hares speCdlCajir s. 7esgr ana proluct a-wi !.ule.l 10;Ialgt xdtx:. r'K. Masonite International Corporation XX Unit— DOUBLE DOOR TYP 6'8" UNIT 8'0" UNIT 13.15/16' 17.1/8" MAXIMUM ON CENTER TYP r • 6 per vertical framing member • • 8 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" ti an"ek ►Mew Test Data Review Certificate 03026447A: M3026447B. #3026447C and COP/Test Report Validation Matrix N3026447A4)ot, 002, 003: 130264478-001.002, 003: i3026447C-001, 002. 003 provides additional inlormation • available from the ITS/WH websile (www.etlsemko.com), the Masonite �7e websile (www.masonile.com) or the Masonite technical center. 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 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 k8 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 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. �1� E.<.r r•:• rye PREA40 T o.,:,r, oe.,, Junet72002 Masonite International Corporation ;w ;om.nwnp uroprem of oroo,a �mwovemem races seec:uc�rons OWQq ;nc oroouC Ce160 SUOMI io Cynq•, wlmoui not ct O)I.O �� rI la t 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". VAN IDS we Test Data Review Certificate 13026447A; I3026447B;130264471 and COP7Test Report Validafion Matrix ►'3026447A• 001,002.003;M3026447B-001,002, 03: 0#3026447C-00l,002.003 provides additional information - available from the ITSOH websile (www.etlsemko.com), the Masonite websile (www.masonite.com) or the Masonite technical center. Single Door with 2 Sidelites Maximum unit site . 5'4" 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 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-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: coo ' as i000 I 00 00 'Do 00 _ I Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll OakgXaff AR K.v eal.,iraY Lem \V„rr J.rrnrn ear ur<d Pae HROLA33 HNTRY DOORS Npn.n!xurN r-Wrr4a Ennl Daon � �n!lwcG:cw o .Lrr o. o.r :une r72o0z Masonite International Corporation Our <oroinuing program of or Odocl InrDIM"ni make] SD20IRallon6. deSlgn dnd product delail su01ec1 to cnange \Mn0111 notice. oho Opaque Inswing Unit FIBERGLASS DOORS APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series 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. 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 1111Nrnock lM++rrY �'7s Test Data Review Certificate 3026447A: #30264479: 13026447C and CONTest Report Validation Matrix i3026447A- 001, 002, 003;130264478-001, 002, 003;.13026447C-001,002,003 provides additional information - available from the ITS/WH websile (waw.ellsemko.com), the Masonite websile (www:masomle.com) or the Masonite technical center. Oak aff AR K` FIDERGLA.ta ENTRY DOORa ^b^deerWN FNvaun tmmy OeooI'll ' 9 m o�.ra oee.. June 17. 2002 Our co^bnumg program of plooucl imoro"mem Masonite International Corporation maids spaolkaljorq tlessgn and orotlucl jelau sublecl to.hanga remoul nonce. WAX O Unit - TYP. TYP CL d. TYP. SINGLE DOOR WITH 2 SIDELITES 1 1 1 1 6' TYP. 4 ► rr rr t rr rr r tlftr mck 110'*I Test Data Review Certificate i3026447A: M3026447B: #3026447C and C01"7Test Repport Validation Matrix 13026447A-001, 002, 003: 03026447E-001, 002, 003:13026447C-001, 002, 003 provides additional information - available from the ITS/WH websde (www.etisemko com), the Masomte F'�• websile (www.masonile.com) or the Masonite technical center. 6- TYP 6'8" UNIT 8'0' UNIT 13-15/16" 17-1/8" MAXIMUM ON CENTER TYP. e_ • 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" 4 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 Al51516) 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 M8 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 achimment 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. �m� m 11 Ea<Ivl,vely rrem �'C��KrIO/4 • June 17, 2002 0 oe• Masonite international Corporation Out continuing program a moducr improvement nukes specuicaho a O,Kn end produce delay fUMV to change mthoVj nonce. XO .or OX I r l l I Opaque Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3T x 68". Single Door with 1 Sidelite Maximum unit sue . 4'T- x 6-8- Design Pressure +55.0/-55.0 limited water urdess special threshold design is used. vlrenlx4r 11 r� �-tea Test Data ReviewCerlfiole /3026447A; NJD26d479t3026447C and Cop/rest Report'Validation Matrix 43026447A' 001. g 2. 009; +70264476.001, 002. OW'3026447C-001,o02.II provides addlgoml inlormation available from the ITS/WH websile (waw.etlsemko.com�, tM Masonite web5lle �wWW.mttOnlle.tom) or Itle Masonite 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, 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: a0 00 00D Flush 6-panel New England 4•panel Eyebrow 4-panel g-panel Eyebrow 5-Danel with scroll Oft AR EK B -1 F1e8ROL ASS ENTRY DOORS ro"_rmm+ee F.e"rryrF"rrr Oxon OOCl/N1�:��a,�u" line r 2002 Mason'tQ International Corporation Jur ;onpnumg Oroeram of pi oCuCl 'unprevemMi WtO SMO X9110M. ae519n mG MOW fermi SuO;ecl !O C:1ang4'WhOu1 "ohca. XO or OX Opaque Inswing Unit APPROVED SIDELITE STYLES: Irl j E W 129 Serves 200 Series 12R, 12L. 23R, 23L. 24R, 24L Series CERTIFIED TEST REPORTS: COP-WL-MA0103-02 I FIBERGLASS DOORS C1 450 Series 152 Series 149 Series 109 Series 120 122 Series 300 Series 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 1-518" 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 YMrnorJJt Mwsry F1�4► Test Data Review Cenifiate M3026447A; 130264476;13026447C and COP/Test Report Validation Malrix M3026447A• 001.002. 001 J3026447B-001. 002, 003.03026447C-001,002.003 provides additional inlormalion available Irom the ITSMH websile (www.ellsemko.com), the Masonite webstle hvww.m"sonile corn) or the Masonite technical center. O akff ARK FIB EROLASS ENTRY IIOORS RS bFknurear,a..r.,i..r, Dwn lam- �. _� Joe!, 2W2 Dv Masonite International Corporation 1y c"Wv;nq ploq!am of PIoaucl :me.ovemem n-aeeS!Deo'tianons, oesgn and D;DOUO kla:I SUDWI !D mange MT-MJ1 1e1M XOorOXMID-WL-MA0003-02 Unit - — SINGLE DOOR WITH i SIDELITE TYP. 3, 6. 6, CL TYP. TYP. TYP 'UNIT 8'0• UNIT 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 Iwo 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t t f t t WAMW oda Nwrq Test Data Review Certificate #3026447A; #3026447B:13026447C and COP/Test Report Validation Matrix #3026447A-001, 002, 003; #30264478-001, 002, 003; #3026447C-001, 002, 003 provides additional information -available from the ITS/WH website (www.e0semko.com), the Masonile F7s websile (www.masonite.com) or the Masonile 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 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 #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 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. June 17, 2002 Our continuing program of product impiovemani makes Spea ipationq. design and product detad S0100 to change without notice. u Frclv„relY Irv.w m Ov��•rr oee„ Masonite International Corporation WARLICK / HALL ENGINEERING,, INC. CONSULTING ENGINEERS 3612 WES7 AZEELE STREET • TMPA, FLORIDA 33609 - (813)0-73-0024 • PAX (813)E74-9310 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification Die No. GAS40338 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, WARLICK/H, ` Z,. a--,04 �0�xp K Douglas Hall License 53759 Attachment: Sit WARLICK/HALL ENGINEERING, INC. Job-."ClA.U.I. CON'SULTING ENO[NEERS 36 12 WestAzecte.9trcet ht.No. of Tampa, Florida 33609 0 13) K-'� 3 -LIC 24 Job N�2&)P -15-Z Revision .Z_ _Z , Ap wl S 14 E- # f'- i-rr = "Ti;LT,-G-j-Tt4(L-,g = 150�� l4ato UC2)-? % qra.%.R L f*, r" 0 (� '10 1 ' .) , :%�� , , 1p� ��.0 -5 1' p =� . 11 -7 Sx�� (0 S A0 �a 7 f r� %. I , =- , ?5', 7 k, 79 5—rr-- Q —T%#4 it 4��S 14� —Tzb C E A Ne- u c,- C rs:� c r-,,) rl 7,,- F c,�t amowsi WTIRL INI DE Km*ljnlom - E -4 D7 —3.122 6 5— 25c, rip p To 4 Two 360 /- Trp .0150-- 1 � I,] L� ,,,o F -T Ll .197 .264 V5 AAA LL-Z -Oto IWDP x IV 3 1 � - L145 —4 545 I I&MAW, *SXXIArstm 11~0 IoLcuffT wKir LWASS PECIOW9, DIWRWISE Lt(sprCirma. vmj. 1,41coCS1,040- vavgcff " *Awo#A on. 349 " @I wil .412 tevr, cm @' iiv-' 14,501% *403--4 1 PCs. — IM COK ILI' 100 - 61 ERR 33 c � S. 4. &PA I m 7 0193 R 0510 I flkm Slot 4 %L act 11-Sal" .4*49 W Ildl Lp ar I si;c R RLL x vo xx I I Z., I It GTI p V 1 Or 49 !.016 L UBP A.% Of Zifl ?l ?.X, � - !�� - P. I P. I IMr,&,4 Vr�-i MCO'.`�L VrItil �*% WARLTCK ENGTNEERTNG, TNC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida :VSTOMER : World Wide Door Components JOB NUMBER 202-152 DATE 1/29/02 DESCRIPTION Threshold DESIGN WIND LOADS - ASCE 7-98 *** C014PONENTS AND CLADDING -JIND VELOCITY = 165 MPH 7�XFOSURE CATEGORY = C 3UILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 <zt = 1.00 �,OOF SLOPE = 5.00 : 12 (22.62 DEG) rRIBUTARY AREA = 12.0 FT2 AEAN ROOF HEIGHT " 20.0 FT Kh 0.902 qh 62.9 PSF DISTANCE, Z = 7.0 FT Kz 0.849 qz 59.2 PSF WIND LOADS WA-LL A-REA 4 .5 GCP 0.9810 0.986 GCP 086 -1.372 PRESSURE 73.3 73.3 (psf) ON -79.6 -97.6 (Psf) uc L P - qh ( (GCp) - (GCpi) �GCpi 0.18 1BUILDING WIDTH = 100.0 FT a 4 5 a 4 b ORNER DISTANCE, a = 8.0 FT 9 WARLICK ENGWEENNG, INC. Cork3ulting Engix=n 3612 W. Azwle St. Tampa, Florida 33609 (813) V3-0024 Job: World Wide Wor Camou=rm Threshold Wsigp By:2DH_Daw: r,1?64=Sht.No. S ofS Jobp No. Revisiou Q� CONNECTION OF MULLION INTO CONC�RETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 1.33 z 4,9751 SHEAR = 2 X 28DO X 1.33 a 7 448# 3 - 5/8" X 23/4" HILTI KWIK BOLTS PULLOUT z 3 X 1870 X 1 .33 = 6,845P SHEAR z 3 X 2800 X 1.33 = 10,248t 2 - 114" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1 .33 240# SHEAR = 2 X 385 X 1.33 .1024# 3 114" TAPCON FASTENERS (MININU14 2 INCH EMBEDMENT) PU LLOL'T = 3 X 90 . X I - 3 3 360# SHEAR= 3 X385.X 1.33 1.536# 2 - *12 1" RAWLPLUG PULLOUT 2 X 2000 X .25 X 1.33 = 1,330W SHEAR z 2 X 2100 X .25 X 1.33 = 1,390 3 - #12 X V RAWLPLUG PULLOUT r- 3 X 2000 X .25 X*1.33 = 1,995# SHEAR = 3 X. 2100 X .25 X 1.33 a 2,095# VARLICK / HALL ENGTNEERING, XNC. CONS UL TING ENGXNEERS 3612 WEST AZEELE STREET * TAMPA, FLORIDA 33609 * 4813)e'73-0024 - rAx (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 .,r�: 1, E D Reference: Door Threshold # 2920 Certification 'I 6-0�41 xX Die No. GAS-42761 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, WARLICK/HALL ENGINEERING, INC. PK R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations WARLICK/HALL ENGINEERING, INC. CONSULTING &4GINEERS 3612 West Azeele Street Tampa, Florida 33609 (813) 873-0024 Ai 4:L44 2-0, crr �-x I CL WT M. Yee (.j e'rrf�' Act F-o\ C). 3--.1 Job: WQQ.Ln wooc 000f, klmpi� io 5:5-M-r—, LA--P, -J,, By: 0,0 11 Date. 'a 121 " Sht.No. L—OL!!9:— Job No RwWou Z C4 I - . W 5 Y -0 F1, - 115-0 P5 I 4.6 0±5 .- �) 23 -= )2 --, 11 V) < F�6 0. L-25 I �. ?6-3 < x Emao mft4. n Pr. k s P44:X-0% Od;b V—k--Ag— -T�-^O 1-1?-*' 0,C, FI 741 !05 L 015 111 X 90 PD. 10,78 RO P95 ocn o7a a yo, lip e 0:0 40, (D =1P + Cie. .MIA) JJM jjIJINDARD %L7qgkh.—� T. A,"Lr m'" '�Illrllrfl:r flllifc:�;Sr tWJ-LC#F It 11- w4-L I-ICrWSS -10-4-1 r -CU6 J I N.1."� AL F, x cl WT 0%m! CFO S't 44 :114t;X m4276 UUT rcR. caft 1-005 13M 14 NO 06 &qr AL I: JAI Mom *KA. 4 - d. r c 0 M�L loll 6; ot It'. fr WARLICK ENGINEERING, INC. 1 3612 W. AZEELE ST. TAMPA, FL 33609. (813)873-0024 Copyright 2000 by Tondelli Engineering, P A. Tampa, Florida CUSTOMER : World Wide Door Components JOB NUMBER 202-152 DATE : 7/29/02 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 M 0.986 0.986 GCP (-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 I -97.6 I a 4 1 5 a A a 1 4 qh 62.9 PSF qz 59.2 PSF P = qh I (GCP) - (GCPi) GCpi = ± 0 - 18 lBUILDING WIDTH = 100.0 FT b CORNER DISTANCE, a = 8 - 0 FT WARLICK ENGINEERING, INC. Consulting En&=3 3612 W. Amok SL ,Tanqm4 Florida 33609 (913) 573-0024 Job; H2rid Wide Door Qn=ant-A Br. RrA .. pmt--&aUM-5hLNc, Job No. Zo �-�RwAAOQSJ—L� q CONNECTION OF MULLION INTO CONdRETE 2 - 5/81' x 23/4" IKILTI KWIK BOLTS PULLOUT = 2 x 1870 X 1.33 - 4,9751 SHEAR z 2 X 2800 X 1-33 z 7.448# 3 - 5/8" X 23/4" HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845* SHEAR = 3 X 2900 X 1.33 = 10,2481 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = '*240# SHEAR= 2X385X 1.33 .1024# 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 1.33 360# SHEAR = 3 x 385 . x 1. 33 1.536# 2 - *12 1" RAWLPLUG PULLOUT 2 x 2000 X .25 X 1.33 = 1,3309 SHEAR = 2 X 2100 X .25 X 1.33 z 1,3960 3 - #12 X I" RAWLPLUG PULLOUT = 3 X 2000 X .25 V1.33 1,995# SHEAR = 3 X. 2100 X .25 X 1.33 2,095# lr, Milestone Masit. iments Approved'Sy Central Florlea B.O.A.F. March 18, 2002 Page I of I mHemaswM03 f -r 7 ,*lbe�s-tc)prue " A&ny WINDOWS BY MONICA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTA'L REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319—Il'A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72*1 X 7299 SER. 10'00' FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" "SER., 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8". X 72" SER. 2obo SINGLE HUNG NCT.L-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOO R OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1/2-SER. 2000 SLIDING GLASS DOOR. XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY -BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE ON .,so a OPCNING ON BUICK IT OTHERS CAULK 1CIVCCN WINDOW FLANGE & WOOD JVCK OLASS (TYP.) c9CC NOTE& WINDOW mCIGmT L PRECA.7 SILL -.1 WJVULKEM 116 ADMCSJVC CAULK OR APROvCD COL. SECTION A -A w It WOOD — IUCK It OTHERS CAULK JCTwCEN WOOD lucic & MASIT. OPCNING 1vCX VIOTM IT OTHERS SMIM AS RCO'D. INSTALLATION ANCHOR I`LANG[ TYPE .114, KAX - f— 3/Ifi- DIA, TAPCON WINDOW rRAXC (SEE mOTCS) SHOWN (SEE NOTE 9) INST . ALLATIDN I =Isilt 3/16' DIA. TAPCON SHOWN Mc NOTC 9) GLASS 1TVP.) CmjCD"CNT (SEC mOICS) BUICK HE ICHT 17 0 CAULK JETVCCN WINDOW FLANGE L WOOD SUCK PER)KC? CR CR C�C-jK IS C S WINDOW WIDTH STUCCO ty O'MCA$ CAULK jCTVECN WOOD MK t SECTION B-B MAS'll OPENING 'I O7NCR$ 7; WINDOW HGT. L 17 1 \,,—SILL STOOL IQ IT OTHERS PRECAST SILL OTHCRS j I WINDOW VTH. EL�'VATIQN VIEWED FROM EXTERIOR PRDMI A 2 12002 TAPCON LOCATION CHART CALL TIP TO ILOCAT;QNS IN HEAD LOCA ION I 44P' UP TO t!'se 'to up To TO SIZE TIP 50 w 022 74 x u c "J., Id D23 74 x 32 318 Cb 0 1 J,K I.J.KA 74 X 50 $/a C.C) F.D.1 I.J,K.L Bill 106 1/# X " 6.6 :0.. w D33 101 1/. X 33 W. C.C.1 S.C.D.0 IJ.K.I. 014 106 1/4 X 1. !'It S.C.C1 1 jK 1. . 1 R.J.K.L T22 A " 1'- 1 Li i T?3 38 /, S.Ct., J.*i:D:E I J.K1 J.K.L TIA 50 5/0 B.C.D.: A.!.C,O.E:r I.J.K.L :.J'K.L 29 A 26 p 't L A; L IJKL m3 120 X 32, s 3/ I C.0 i 11:51F ;.1 J:K U4 120 X 5/0 A:B.C.Cl! A�S.Clol.r 0,N.I.J,KjL I.J.K.L 6020 72 X 2. L 0 1., Ili u $030 72 x 36 C . 0 U.01 Lj u K 9040 77 1 SA C'D S,C.D,E I.J,Kt K: 7020 7030 94 A 2 84 X 3 L.. C.0 A 11 1..C:'o.0 w I.J,K.L Id 1.j.K.L 84 1 4 B.C,�A !!.C.01 I.J.K'L 0.91 24 5030 9 x 36 C S.C.01 I I.J.K.L 96 11 A _q B,C:R�:[ &,9.C.DEf I.J,KA 0 I to 0 IDA X 24 li U.K.L 30 0 '03 X 36 92:5.11 X 0 JJlKL I.J.K.L E11,11121,00 I " B.C.0 A.S.C.t�.C.? I.J.X IJKL 10020 120 24 r.rl Ij I.J Kl 10030 120 X x 3 B.C.0 E I ..I.c D.E.F J,K L I U L j :K,:l LL D040 170 X I's 8,C.0 : t A.B.C.D.E.F i,J,K.L I.J,K.L 'K.L U21.1L. - 1) SHIM As AMC. AT EACH INSTA-LATION ANCHOR. MAX. ALLOWABLE Smim STACK TO BE 1/4-. 2) WINDOW FUME MATERIA�.: ALVU!NUM A"OY 6063. 3) TAPCON INSTALLATION o4CmOR MUST BE Of SuMUENT LYM 70 AC)tIrvC MIN. EMBEDMENT 'Of 1- 1/4- INTO MASONRY OR CONCRETE, 4) USE SIUCONIZED ACRr.IC CAULK BEHIND WINDOW Fq.AmGC AT HEAD k JAM9S. SILL MUST BE ArTACmE:, TO THE SVOSTRAT.0 WITH VULKEm 116 ADNCSIVE CAULK OR APPROVE-) EDUAL. H 5) USE SILICONIZED ACRYLI.' CAULK FOR PEIhMMR BEAL AROUND EXTERIOR Or wtNMm FLANGE. 6) IF, EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CKOT, USE ANCHOR OUw7jTY -uStCO Wito NCXT LARGER SIZE. FOR THE APPROPRIATE DES" PRESSURE R9011. B 7) 'CLASS THICKNESS MAY VARY PER THE REOVIREMENS Of ASTM E1300 CLASS CKIUITS. 8) LETTER OCSIONATI04S ON THE TAPCON LOCATION CmART. P*W% WHERE TAPCON ANCKORS 'ARC To 1. INSTALLED WHEN VS,Nr THE' EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPuLD �.OLCS Not OCSV"TED FOP 1AKON ANCHOR SHOULD BE FILLED W,-.-1 ft VAEWj or SvmC;C,%-, LTm. TO PRCmOE WIN, 5/8 IN. CM9EDM!1vT fk'.� WOO.� SLICK. 10) APPLICATION Or VVLKtV I IC A_-HESfv-. CAULK At rRAmC SILL MUST COMPLY WITH SCAL4N' MANU:4TUP--j'S RECOMMESIDATIONS. I 11) vn4E;tf WINDOW IS INSTALLED v% UASCNRY OPENWQ VAIM A STRV.TtjAj. TWO By BUCX, USE j-0 S:,-.:-mS OF SLIFACIENT '.CNGTH TO ACKIEYE MIN. EmgEDm".T AT :'.L INSTALLATION W.-INER LOCATIONS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: IN-TTALLATIO', DC. —IL V/ TAPCCNS HORZ. SLIDING rLANGE WIN::W X�X C0NrIGUFZ4TI0N- SEPIES100C DRAWN BY:BB , PROVED'BY: DATE!10/22/Cl I SCALE: N T S IDWC.: 7LE002 1>04 PkWT. vilt no, mc&!-42v. r.:�;Da Ali-6—p-om: w so-o's Tax lk� SHCATMINC CAULK 9CTVECN of OTmCRs WINDOW F IN L SMCATMING INSTALLATION ANCHOR 09 SCREV 11 .1vC1:O OR SINNO IT QT,<RS PERIMETER CAULN , sy 0 ?HERS GLAZING 07P.) (SCE NOTC 7) VINDO NEjCMT PERIMETER CAULK 91 OTHERS I* KIM two IT VOOD jc,;NCmTr— /— IT OtmCR$ INSTALLATION ANCHOR to SCRV S TUC, OR SINO IT OTHCAS CAULK PENECK VINDOV FIN I*MIN. i L SHCANING SHC�ATHJNG j OTmCR$ EMICDMCNT SECTION A -A I/A' MAX. $Him SP;Ur.E !HIM AS tro'p. (SEC NOTES) FIN TYPE VINDOV FRANC KCADCA FIN TYPE viNoov FRANC SILL C" INDOV VIDIM IT P.) A VINDOW COLIALLY KIGHT SPACE, ANCHORS I T YP.) A MA..J 24' D.C. y P.) MAX. (7YP.) 6' MAX. (TYP.11`7 �LEVATIO VIEWED FROM EXTERIOR mARILE SILL STOOL DY OTHERS CENAIC.Al F Y- RTFACTIM�Zz'a rfAla: -Eli SPACE MAX SHIM AS REO, 0. (err � Yet, Two IT wDOD ly CTMCRS -VINDOV VIDIm Two IT wOOD ly OTmCAS SHIM AS REO'D. (SEC NOTES) 1/4' MAX. SHIM SPAC. CALLX .- VE*N FNON FIN L SMCAtMING w v MIK EmIEDmim? f GLAZING (TYP-)-i MC NOTC 7) J j SY GTMC*S S `E-T-- J/,L11,T1�LLA1ToN rim 7YPc vImDOv rRAmc jAm3 STUCCO GR SIDING IT OTHERS ",C.OR .3 SCRCv SECTION Q- NoTrq . . 1) SmNf AS REEO'D. AD4ACCNt TO.EACM INSTA;�.AON A,%CmC?. MAX. ALLOWABLE $HIM STACK TO SE 1/4% 2) WINDOW FRAMC "ATCRL4L: ALVW".W ALLOT 6063. 3) 04STALLATON ANCHOR WVST eC or WrrC.,EmT LTM. TO A:HICVC m1M. Ey8EDmCNT Of I* INTO WOOD rpAmc "CIOBER. 4) uSE S"LICONZED ACRYLIC CAULK BEHIND W�NDOW FIN AT HEAD. SfLL L' JAMM 5) USE SPXOMZCD ACRYLIC'CAULK FOR PERaort(A SCA� A.RovmD EXTERIOR OF W0400W FRAME. 6) GLASS 7KICKNCSS MAY VARY PER THE REC-."REVENTS Or ASTM C13M GLASS CMAATS.. 7) INSTALL INSTALLATION fASTE4CRS AT 6* WX. FROM COASCRS AND IAU. 24* D.C. OESION PRESSUIRE CAPACITY OF INSTALLATONS. WTH AmC"OR SPACING AS STAt.D. fS 70.0 PS; FOR ALL AVAJLASLE SIZES UP TO 73* X 71' LIM. REV DESCRIPTION DATE INI INTERNATIONAL. INC FLORIDA EXTRUDERS 'SANFORD, FLORIDA T 'INSTALLATION DrTAIL W/"S SCREWS ITLE. HORZ. SLIDING F114 WINDOW SERIES 1000 IDRAWN BY: ARPROVED BY: I JDATE:12/17/0115CALI::7 T. S.IDWC.: FLEX0028 I-RCPARED 11, PRODUCT t APPLICATION C.�GINCCAJJ4. INC4 150 INttRNAtjChft PKVI., Wilt Z50. M(ATIROV. F"1:0- j1t746 PMO4C d:7 OM-1363 fAX 407 10-0366 CAULK ICivECN IT OTHERS wlt4f v rt" t S,CA*,MjNG INSTALLATION P4,w is SCRcV STUCCO OR $I DwG A If OTHERS CAULK.——, IT OTHCRS 0,AZIMG CTYP-) __\ ($CC mOIC 71 VINDOV HICIGHT PCAlMCICR CAULK IT OTHCRS INSIALLATION, ANCHOR IS SCRCV STUCCO OR SIDING of OTHERS CAULK ictvccl V NDDV FIN II L SHCATMING TV0 IT VOOD 1/4' MAX. SHIM SP&CC $HIM AS RCO'k aCC xalEs) Lj MCADCA wINDOV VIDTj- 1VO IT VOOD IT OTHERS SHIM AS RCO'D. cscc NOTCS? GLAZING (ITP;) c&CC NOTE 7) 7 24, D.C. VINDOV VIDTH FIN I YPC VINDDV 1 70 C� rAAmE JAM) MAX A clyp:) VINDOV C SPACE HEIGHT (lyp.) FIN ITPE VIMDCV FRAME SILL . �AI 1 6. M MARBLC SILL A AX. STODL IT 24' D.C. IT YP.) 07MCRS MAX. 0YP-) 6. IA%.(TYP.)JL 1/4' MAX. $HIM SPACE SHIM AS kCO'D. (SEE NOTCS) L SHEATHING 7�CmSEDMCNT Ivo By VOOD IT DINERS IT OTMCRS S,ECTION A —A 1/4' MAX - SHI M SPACE PCAI.MCTclt CAULx _j Ily ct)qcRs STUCCO OR SIDING, IT OTHERS SECTION 6— CAULl IC7VCCN vINDov rim. L SKC- I I, MIK SOICATHING If OTHERS ATION no SCAN N61TS -40R i) Smiw AS REO'D. 4JACENT TO EACH INSTALLATION APC Wx. ALLOWABLE %PON STACK TO BE 114'. 2) wwoo, MwC WAtEAlAi_- ALUMINUM ALLOY $063- 3) INSTALLATION ANCHOR uvsT Be or SUFFICIENT LTK tO ACHICA WIN. EUBCDUCNT Of 1* INTO WOOD MAIC 161NOCR. 4) USE SiLICONIZED ACRYLIC CAUIUK BEHIND WINDOW rw AT HEAD. SILL & JA-ves. .M?Eo ACAy,.c CAUIUc FOR FERlwCTER SCA4 AAOUNC, 0 N RIOR or —Dow FRAME. VAU4QN EXTE mEw M x R10k 6) CLASS THICKNESS MAT VA-Aky PEA THE Rr.OVLRC.yCNY$ Or ASIM C1300 CLASS CHARIS. NIERS AT 6- mAX. FROM CORNEAS 7 r rn. A 7. rl INSTALL v4su,.Lcom, rATE AND wAx. 24' TI.C. OCStGN PRE$"' . CAPACITY Of INSTALLATIONS wt-,m ANCpDR SPACING AS STATtD. 1$ 70.0 PSr A FOR ALL XlAjLA!-.E SIZES UP 10 1 It' X 49 5/8' 6W' j MASME FBI # INTERNA11ONAL. INC� REV DESCRIPTIO DATE IN], FLORIDA EXTRUDERS 'SANFORD. FLORIDA REV D �11TA BY" N / I /0� A W- � I D E. 12 7 TITLE: INS7ALLATION-DETA!L W/ sia SCREwS HORZ, SLIDINC rIN WINDOV XOX CONFIGURATI014- SERIE3 1000 - --TAPPROVED, BY: DRAWN BY:BB FSCALE. N, T. S. FDWG.. FLMU9 �.-; #7' It" 2 0 0 2 DATE: 12/17/01 I"jCA,,,AjjCNAL ftVl_ WjI[ jSj. "CAj.*2V. 16MIDA 317-6 PIOC '97 10-034S r&l PROM' L APftlCATICh ENGJNCC*ING- IPC L. COScRCTC OR 'q�- MASDICRY OPENING I T OTHERS ONE If v000 ovCx of OTHERS CAULK SCTVCCN 4 VImDCV rLANGE VOOD SUCK STvrCo by OTHERS io PCRINVClt CiELKU, V.M. by OTHERS C" INDOV HEIGHT) GLASS (TYPJ (SCC NOTES) PCRIMCICR CAULK by OTmCR$ CAULK fCIVCCN VWD ONE By VOOD 6— L � I PUCK MAVY. OPENING ',�—INSTA40?10N ANCHOR IVCK IT VHCRS MASONRY OP'CNI by 07KCRS J/w DIA. JAACON by DTmCRS CALL TIP TO Sm. k (SUCK VIDTM) 1/6' SHIM —1 [.mwo — I SIZE TIP SPACE MAX. D, 1/4, Kim. rl.-GE TYPC IS2 26 1/2 X 26 CMICDMCNT VINDOV rRA"C SM'M S REDID, 26 :/1 1 38 3to JAMS IS! NOTCS) 26 /7 X so sn 1 26 1/2 X 56 1/- INS?Ai.LATION ANCHOR 21.1/2 IT 63 114, $.IN 22 J7 A 2 )/16' Dlk TAPCON 26 1/2 6 X 72 SPACE MAX.� 23 3 7 X 39 1/ RIGID VINYL. 24 37 X so N C-LAZING SEAD 2-5 37 IT 56 1/- 25 37 63 GI -AS. 00.) 26 37 72 (SEE NOTES) 32 �x 1/6 X 26 33 53 Ift X 31 '/' 34 5.3 1/1 X so 5/6 /4 3S SHIM As REO'D (SEE NOTES) CAULK SEMEN 74 X M 3/8 C C23 csvcx VINDOW I'LANG 024 74 X so 3/s rLANGC TYPE HEIGHT) VOOD DUCK 024$ 74 X 56 1/. VINDOV FRANC 025 74 x 63 PCRIKCTCA C24 74 IT 72 HEADER 17 CAULK S TUCCO IT OTHERS by OTHERS 1 2OW20M .206130M 2 2: .1 316 C 20MAOM 24 X 48 C V ' v (VINDOV VIDTm) CAULK ICTVECM ?OLf4&M 2ow-vu 1 2d X 5 4 24 X 60 C SECTION B-6 WOOD SUCK & MAS'T. DPENING I Y OTHERS 7L'wdf)w 24 X 72 XW207 —1— 36 x 24 36 X is RIGID VINYL GLAZING DCAD 1) SHIM AS RCO'D. AT EACH INSTALLATION k4CMOR- IAAX, A�LOWASLE 30,440M u x 4'. SHIM STACK TO -BE 1/4'. 3OW46M 36 X 54 2) WINDOW rUMC mAtEALm.: ALUNaNvu ALLOT $063. 3OWSOM 30"f0w 3 :,: XX 7102 3) INSTALLATION ANCHOR MUST BE OF SWICIENT Ltm. TO ACHIM uIN. _Ta;aVSI_ 46 A j- rLANrC TTPC EMBEDMENT Or 1-1/6- INTO MASONRY OR CONCRETE. &OW30m 48 X 36 vINDov rRAMC 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANCE AT MEAD 40W40W 43 X 43 SILL JAMSS, SILL MUST BE ATTACKED TO THE SUBSTRATE WITH VVLKEm 400,14611 46 X $4 CAULK ICTVCCN VIMDOV "l! PRECAST ILHL V/VULKCM 116 PRECAST SILL ADKESIVC CAULK by OTMEQS-/(SEQTql0N A —A OR AP*OvC0 EOL. W'w. A A c D E H. JEBt A vi 116 ADHESIVE CAULK OR APPROVED EOLIAL — 5) USE StMONIZED ACRYLIC CAULK rOR PERIMETER $CAL AROUND ADM., 41 X 60 43 IT 72 ExTCRIOR or WINDOW noma. _4j'!'!2630;W_ .54 X 74 6) Ir EXACT WINDOW SIZE IS NOT LISTED IN Ale-MOR CHAAT ' USE $4 X 389 ANCHOR OVANTMY LWED VATS NEXT L4ROER SIZL FOR INC '4SM3OM 46M4DM $4 X APPROPRMT.0 OCS14N PRCSSURE RfO'D.. 46M46M 4svwM 5 4 1 $4, 54 X so 7) CLASS IkKNESS MAY VARY PER INC RZOUIREwENTS 0, ASTM C1300 461,150Y CLASS CHARTS. -!.Owow 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SOM30M so X 36 WMEAC TAPCON AMCNORS ARE TO BE INSTALLED WHEN USING THE 5OW40M 60 X 48 EXTERIOR ILEVATION AS A KEY. 50046� ISC X S. 9) ALL FACTORY APPLIED MOUCS NOT DESIONATED rOR TA;�CON ANCHOA SOM50M 60 X 60 SHOULD BE - FILLED WITH /3 SCRCw$ OF SvFrICtEN7 LT.. tO-PROVIDE sow6ow 60 IT 72 56U2DU 56m3ou 10 11 J4 16 X m WIN. 5/8 AN. EMBEDMENT INTO WOOD BUCK. IC) APPLICATION Or vvvEm III$ AOmESwE CAULK AT FAAmE SILL must 66 X As C C C C C C C C C C TO TO TO To To C C C C C C C C C I C C C : C C C." a C C c.M C C C." C C 0." c C C.M C C e.0 I.0 0 om B.0 I'c 0 0 MJ'J If Be I :Cc !.0 SIC all S.0 .1 1'- A.B.= G'M o'"ja I.0 A !.C,D C.Mold G.Kid B.0 A:I,C,c 1 IN � E.F.C.Mi. I.0 A. S:C:o O.M.fj I LFA.Mj. !.0 A,l C D C C 0: c:M C C Cil Nm AMS Dops 70 lo.v G^Ij C C c:" G .1 il c'"'Id C C 0,11 4 Mlli c C CMjd� cc c.mo..; 9� C S:c C e.0 G.M O."ja CAW C I'C G.M c.MJ.J ".I.J C B.0 C."id o.MJ.J E.F.04j, C f'C C.F.G.K.I.j ;:C S'C cim I rccF, O.M II.0 I.0 04 cmid 0'11.0 e.0 S.0 G.mjj E-1-C.M-L c Nc :'C e.0 S.0 r.mj.j I.—Y Wl 14 Sf~NT wANV,�IVRER I i) ONE ADOITIONAL fIELD DRILLED & IMSTA4�ED ANCHOR. IS RCO'D. IN I - - X 11 X so e..' e:" A:i:CC:': J 0:2 d C,mj, E.F.O.Mjlj F.C.".1a E.F.0 la EACH JAMS ON THE rOL40WHO SjZCS: 'D25' (73 7 62). 'D26* ' "0.- 66 IT 72 E.F.G.H.;x (73 X 71). _56kA6OM_ (65 X 71), & '60MISOW (71 171). PLACS 401w ' , I '1. ;'.M 4.1. ANCHOR BETWEEN ANCKOAS *C AND I* AND SETwEEM ANCHORS, 11 72 X* 36 72 9 AS e.0 C A.;:�,2 c.M AND J* OVEP 55 PSF ONLY, 1 2) WHERE VANDOW IS INSIALLEP IN WASONA'r OPENINO VATM A STRVCTUA4 tow4fiv 72 9 $A 72 X 6C 1 I.0 Lc A.I.C." G.M.f.i E. I 'J f Ej, F. TWO BY WOOD BUCK, US. 110 SCREW$ OF SUFFICIENT LENGTH TO 77 X 72 ACHIEVE 1-3/8' MIN. E;*BCDUCNT At AL INSTALLATION FASTENER LOCATION ' S. ON SiZCS NOTED IN NOTE I I I ADD A 1! 0 SCREW uADDITIONAL ANCHORS S--E NOTE 11 RE.—D. ANCHOR TO EACH JAMS rOR NOTED OESION PRESSURES. FLORIDA 11 TERNATIONAL, INC EXTR DERS'SANFORD, B CX114'r"'L FLC=' -4- L F. FLORIDA i bL4NW,&CrUp IVAMEi TITLE; INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDINC FLANG-__ WINDOY SEPIES 1000 DRAWN BY:BB APPROVED BY: FUZ L IDATE: 10/83/01 ISCA : NIT S IDWC.: FLEX0020 PitCOIARC: it. ONC ev WOOD IVCK by DINERS CAULK Set WINDOW FL--L L WOOD JIUCK STUCCO By QTwCRS CAv- IV OTHER, RJOID' VINYL GLAZING ICAD . It YPI) CAULK lCTVCCM CONCREIC OF, WOOD JLCK & (JvCK VIDTA) MASONRY OPENING NAt'T. OPC.114 INSTALLATIDiN 04MCKOR '.C'S IT OTHERS ONE It VOOD )/161 VIA. TAPCON / )vex IT QTmCRS C 1.114* "IN, SMIM A CNICEIMENT 7S CO 9 'lAl AMID VINYL G ING (see a' LAZ �ff.CTAL�LATICON ANCHOR e%' DIA, TAKC $MIN AS RCO'D- 1,4' MAX. (JCC Note$) FLANGC TYPE VINDOV fRAMC HEADER C�-ASS (TYPJ (SEC NOTCS) GLASS (TIP,)(SEC NOTES) rLANGC TYPE WINDOW FRANC -`AN3 CAULK ICTVCCN WINDOW FLANGE —�pm.CTC' 16 WOOD SUCK CIMAK by OTHER$ (VINDOV WIDTH) 1-1/4- milt IT ETHERS M lu. 4EXIMI) (BUCK CAULK )CIVECN WOOD JVCK L CNAK JCTVtEN WINDOW FLAkE s. PRECAST SILL mAS11. OPCNINC IT OTHCRS V/ VULKCN "I A, CAULK. OR lolllclvl� SECTION B— FPCRIMEtC* CAULK rLAmCC TTPC WINDOW FRANC SILL CONCRCIE OR MASONRY DPCNtN'G By OTHERS by OTHERS PRECAST StLL 'A W.W. A by OTHERS A w8fr-q- SECTION —A C c� 1) SHIM AS ACO-D. AT EACH INSTALLAIION AmCNOR. mAX. ALLOWAZILL $HIM STACK TO fit 1/4*, D E 2) vA DOW fUME WATERML.- ALUMINUM ALLOY 6063. 3) pWALLATiom ANCHOR MUST Be Or SUFFICIENT LIM, 10 ACHIEVE F— MIN. EMBEDMENT OF 1-1/4* INTO MASONRY OR CONCRETC. 4) Use ULCOMZED ACRYLIC CAuLx BEHIND wimDow PL&AICE AT "CAD INC MTN E3 ---K & �MmBS. SU MUST It ATTACHED 70 SUBSTRATE VUfLKCM 116 ADHESIVE CAULK OR APPROVED EOUAL. SEAL AROUND W,H. A.?V 5) USE SAXOMIED ACRYLIC CAULK FOR PERMOM txnR#OR Of WP400W FLANGE. 6) IF EXACT w#4DOw SIZE IS NOT LISTED IN ANCmC`t Cm USE ' F G ANC010,1111 OUANT11Y LISTED vATm NEXT LARGER SIZE. FICRI'THC APPROJAIIIIATE DESIGN PRESSURE RCO'D- PER THE KEOUIREMENTS 0 ASIM 7) CLASS THICKNESS MAY VARY E1300 "S CHAATS. AV 3) LETTER DESpCmTiONS ON THE IAPCON LOCATION CHART INDICATE WHERE TAPCON AMCMOV.S ARE To be INSTA).LED WM!M USING IN fj CXTCRIOR EUVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAKON ANCHOR' S14OMD BE. FILLED *11" is S"CwS or SUFFICIENT LtM. A t43 PROVIDE MIN.1/8 IN, EMBEDMICNT INTO WOOD L-JCK. io) IFLORICLi EXTRUDERS 1000 SEIIIIES SO4LE NVNC IS SHOWN, INK Pf;Nvt ALSO APPLIES TO THE FLORIDA CXTRVDERS 15W AND 2000 KINDS. ELEVATION SCRftS SINOILE 11). W14ERC "NDOW IS INSTALLED IN MASONRY OPENING WITH A 57RUCTUAL TWO BY WOOD DUCK, USE 110 SCRCwS or SUFFICIENT L(NCT,4 TO ACM04 1-3/3* MIN. E%OBEDUCN? AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS, PF.CPARED t; PRODUCT A TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 3OPP TO 400V diov TO 7OPSr 3009 TO 40W I!'li' 70 7:*V SIZE SIZE 12 is 1/3 a 25 rc rz 1,0 Fo 13 10 1 /11 X. 37 )/8 F.0 ' fc It 14S :: I/ X.49 S/0 I /: " 55 1/4 F'G f.0 15 is 1/3 1 62 Flo "a 1/4 1 71 0 F.O.M.1 If 0 H 40 IN! - 11 .111, 111 3 f.0 IK3 31 1/2 X 37 3/6 -9 S/S F'O INA IN45 25 1/2 1 2$ '/z X is 114 F,0 r.c.hj IN$ is 1/2 A 61 F'c F.4 M.; ING 25 In a It r.0 F.C�j IN' r'c F4 30 1/2 Is 3/1 " 1/2 X 37 3/ 1 A FA NJ 10 ;/2 $0 5/0 29 1/2 1 40 s/ 0 F.0 F.C:mj 30 /2 56 1/- 29 1/2 X 1/6 0 r,C F.Gmj 30 53 1/1 '/2 29 1/2 X 62 29 1/2 1 71. 0 F.G,mJ r.c.mj 30 1 2 1 83 -?13-1 a F,Ca,K F.C.J.K X73' a 'F"' 34 2 37 itil FIG 24 is 1 -9 !lIs F'C 2-5 $ ;6 , 55 it- 3 1, X 42 f'o.mi 93 F.C.M)'J.-C 42 26 41 X 25 0 tAl r'G r I'v 'C.Mj 36 3/8 t 1 37 3/1 F.G F.C."i 22 so $/1 .1 X .0 5/8 r'C'Mj f.0 NJ .2 st 114 42 - 6 11 1 Ss I/- Is I'll 9 rxiv OXF:6-i '2 A 72 1 93 rcm.p t.C.J.K O.E.F.C.M., F.C.M.I.J.X 39 3/1 47 X 25 37 3/4 0 A.0 A.0 F'O r'C.M.I F.C.P'j 50 5/1 �s 3/8 a AX A'C r.0 'Ami Um 44 56 1/4 63 ss l/. 47 1 62 kc r.C.M.1 D U.C.0 2 :7 7 1 A.0 F.C.Mj D:Lr.cj. I ft r r A . A4 32 33 7 X 83 1/. . '. 52 1/6 X IT 3/6 A.0 A.0 1, F.G rx F.G rc.m) 34 52 1/8 X 41 its 0 A.' F.C.M.1 3-5 35 1/8 X 55 1/4 1 2 1/6 X S2 A.z A,C r'C.M.I 36 12 1/6 X 71 ALC 37 52 1 is , 13 A-C - 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SLR'CS- INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 2000 DRAWN MEB BY; rDATE-'10/09/OIjSCALE'.NTS JDWC.: FLEX0016 ON (tZIMiCA". We., 150 INTERNAFPCINAL PXT.. SL4y( 350, W.ATnROW. FLORIDA 327-6 P.ONE 407 11105-00 FAA 607 04S-0364 1 m cm SCOMCN, M ENT VCIN CAULK ),'I CEN A""HG 'Y "Twr ly OTHERS Iwo IT VODD 0 Fv N VINDOV IN 16 BY 01-CRS ,",No SHCATMON4 NOR INSTALLATION ANCHOR SHIM AS RCOID. (set NO it S) 'CV 09 VCCD SCREV stucco IT OTHERS * 114. MAX. NA PCRImCItA SHIM SPACC C T 0114cit I I FIN TYPE V. ImPOV fRAmC MCADCR GLAZING IT Y P.) (SEE NOTES) VINDOV HEIGHT GLAZING (tYP.) (SEC NOTES) TIN TypC VINDOV FRANC SI-RILC SILL CAULK STOOL IT OTmCQ S By OTHERS INSTALLATION ANCHOR so VOJD SCRCV RCN' stucco GIMCPS CAULK�90VECH wrNDOv r)m SmCATHING 01ME L SKEATMIK IT ol SECTION A —A VINDCV %ilptm SHIM AS R(Olp, csrc NOTES) CENV-4L 0,UFAC, NA)IM, GLAZING 0TP.) Fax # dCC NOTCS) VINDOV V!Dlpq F4. � 8 B 24' D.C. m4x� COVALLY SPACC WINDDV ANCHORS (TTP.) HEIGHT T A J MAX. T Yp.) 6' MAX ttYP.) ELEVATIO viEwED FROM EXTERIOR Two IT VOOD IT REVI DESCRIPTIO 7,msC,mDmCNT RCD I.- PROXV 9 �-Llc.11c- C-41mci ' MAX. SHIM SPACE 7�F- TVO 17 I--*,— STUP If OTHERS 11 MIR SHEATHING FIX TYPE CAULK ICTVCCN VINDOW FRANC vjNwv FIN t SHCATHING INSTALLATION AMCMOR CC,"LX No VOOD SCREW A, IT 0, . MM IT 0-mi, S L'.'c D by GTmCRS SECTION E3-6 Noirs, - 1) SHIM AS RCO'D. A7, CACK INSIALVIION ANCMOR. MAX. AUOWAOLC SHIM STACK TO BE 1/4'. 2) WINDOW -FRAME MATERIAL, ALUMINUM ALLOY 6063: 3) INSTALLATION ANCmOR MUST 8C Or SUFFICIENT 0K . 70 ACHIEVE WIN. EutEDWCNI.OF I* INTO WODC DYCK. 4) USE StLjCOmiZEO ACRYLIC CAULK 3EmiND wwDCw FIX AT HEAD. SILL * JAM?S. : 1 5) USE SlLcOmZED ACRnsc CAULK FOR PrPjmrT!;t scAj. AROUND EXTE" Or wNOOw FRAME. 6 ) IF EXACT WINDOW SIZE 6 NOT VSICO IN ANIC"Oft CHART. USE ANCHOR OUANVY LISTED WIT14 NEXT LARCER SIZE. 7) CLASS THICKNESS MAY VARY PCR THE RrOUjAE.%4CN7S OF ASTm (1300 CLASS CMARTS. 8) FLORIDA EXTRUDERS 100 SERIES SIN&E mvNO; IS SmOwN. THIS PRINT ALSO APPLICS to THE FLORIDA rl[R�PDERS 1500 AND 2000 SERiCS VNO,.-. HUNG WINDOWS. DATE 1INH INTERNATIONAL. INC FLORIDA E. TRUDERS SANFORD, FLORIDA TITLE: INSTALLATION IZTA!L W/#8 SCREVS SING—E HLING FIN WINDOw — SER�--S 1000, 1500, L 2000 DRAWN BY:29 —7APPROVED BY: DATE;12/13/01 iSCALE:N. T. S IDWG.;FLEX0026 SHT I OF Z INC. ISS ftwl. SIA7C IM, rkoflf'. )27.41 0,04 -07 so-00 FAX -67 00S.046 COp4RCTE DR HASONRY OPENING IT OT14CRS ONE p VOID D J'UCK by OTHERS CAULK lt*TVCCCN VINDOV ri.ANGf v N VQCD lvc; i I TU`CC )I OTHERS PCRINCTER CAULK cTmCRS IGLASS (TIP-) (SEE MOIC S I W.I. VINDOV 'CIGHT) peplmctcR CAULK By OTHER I 10 INSTALLATION ANCHOR 1/16, IIJA TAPCDN 4 I IT OTHERS GLASS 00.) (SEE NOTES) I EN-14 1 N. _lC'DMCNT 0. NS - IF7 SHIM AS REO'D 1/4i MAIL 'SC NOTCS) TOO fLAw'c TYPE VINDOV FRANC W.W. RIDGED VINYL A GLAZING $CAD (SUCK mcIGHT) RIDGED VINYL GLAZING SCAD ll,,A"GC 11"t wINDOV FRANC CAULK JC%CCN\ vINDOV r, PACCASI SILL V/VULKCM 116 PRCCAST SILL ADHESIVE CAULK By DINERS OR APOV-D. COL. SECTION A -A....-, I.V, — """C" OR 4lUCX VIDIM) .411111 OPINING IT OTHER; SHIM As prol. 1/4. MAX, acc NOTES) INSTALLATION ANCHOR z)/16' DIA. JAPCOH . - 11 X-CO VIN% GLAZING 3C'.D of VOOD . RUCK BY OTHCRS rLANGC IYPC VINDOV FRANC CAULK SCTV'cc. vINDOV rL ANGE PclIMCTC , i L VOOD SUCK C AU_ By OY�ERS CAULIC ICIVEEN VDCp BUCK L MASIT.'OPIENING V.V. BY OTHERS INDOV VIDIM) STUCCO by OTHERS SECTION NOR. MA.X. ALLOWABUC SHIM STACK TO 9� ve. I) SHIM AS REOV AT EACH INSTALLATION ANC 2) WINDOW rp.Aw�_ MATERIAL' ALUMIM%JM ALLOY 6063- 3) 3/16, CKAL IAPCON WSTALLATION AMCmORS mUlS7 BE OF surrce I HT 0m. TOACKVVE WIN. . — __RY OR CONCRCTC EMBEDMENT or 1-1/4 SluCONZED ACRYLIC CAULK SEP41NO W"oow riAmCC AT MCAD k .1AMBS- SILL MUST BE mESIVE CAVLk OR APPROVED COUAL. U"O TO THE SvBSrRArE WITH AROUND CXJERIOR'Or WINDOW FLANGE, AIACK VVUKCM lie AD 5) USE wCONIZED ACRYLIC cAvLx FOR PERIMETER SEAL CXJANTITY LISTED V41H W.H. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CtQAT, USE ANCHOR FOR THE APPROPRIATE DES PRESSURE AEO'O. NEXT tARCL, 7) CLASS TPOCKNESS MAY VARY PER THE REOUIREMENTS Of ASIM C1300 "*SS CMAR'S' - g) WHERE SpAciNG; BETWEEN TAPCON Ajoc:mORS EXCEEDS 24 IN. D.C.. it ScRtwor surl"CIEN. 24- CLC. MAX. (TIP.) 0 SLICK S140VLO B I LIM. TO PROVIDE HIM. 51A IN. EMSEOMCNI INTO *00 PE INSTALLED'. 9) FLORIDA EXTRIJIDERS IOCIO SERIES FIXED WINDOW IS SHOWN. THIS RNt ALSO APPLIES TO IKE —1 r IES fixED wv4DOwS. fi. MAX-. (TIP.) r,OMDI EXTRUDERS 2000 SIR 'N ANCHOR RCOUVREmENTS. 10) SEE 84K OF THIS S"t- FOR $NSTL TioN Or VVLKCM 116 ADHESIVE CAIJLK At FRAME SILL MUST COMPLY WITH SEALANT 11) APPL— AmvFACTURER'S RECOMMENDATIONS. p woOO BUCK A -4- ELEVATION VIEWED FROM EXTERIOR 12) WHERE WINDOW IS INSIALI.LD IN MASONRY OPENING vATm A STRVCIUAL � USE 110 SCREwS or Sufr*CN`T LENGTH TO ACHIEVE 1-3/8* HIM. EMBEDMENT. j3) WINDOW UNITS CAN of: wv.�EO TO OTMCA UNITS VS04 44J�w TV9C MULLION' SEE. W-LLION INSTALLATION SHEETS FOR RroViREMINTS, S INTERNATIONAL, JINC� FLORIDA EXTRUDER SANFORD, FLORIDA TALLATION META TITLE: .1 NS IL W1 ONE BY BUCK. WINDOW - SERIES 1000 & 2000 FixED,FLANGE. D BY: sy:21 I APFROYPU 01- DRAWN 200�2 JDATE: 10/2E/O I ISCALE:NTS bWrj.:FLCXO0i9 SHCET 1 01 2 PKWTI wC by OTmCRS CAULK BETWEEN WINDOW FIN & SHCATHINO INSTALLATION AmcmOR Is SCREW EXTERIOR fINISK by OTMERS �C"R CAULK IT OlHC2S VINDOV HEIGHT EXTERIOR PERIKIETER by CAULK _q OT McIts INSTALLATION ANCHOR 40 WOOD SCREW EXTERIOR nNism by OTHERS '-- GLAZING cSEE NOTC 6) CAULK DCTVCCN WINDOW Fitt SHCATMING Cm3cDmEN't IT OTHERS SECTION A -A MIN, DI<Mt -WOOD FRAMING by oymcks SMIN AS RCO*D. CENTRAL FLORLIDA B.O.AS, (SEE NOTES) qJFACTtMO NAME%. Irko I v Iva—,, �_4 �� 1/4' MAX e �_"` --�SMIM SPACE GLAZIW. (SCc mC T C 6) MCIGHT FIN TYPE VINDCV FRANC SM114 AS RCO'D. 1/4i MAX. (SC NOTES) WOOD FRAMING SVCK IT OTMCRS WINDOW WIDTH 1/4, MAX, SNlkt SPAtE WOOD FRAMING IT OTHERS JY OT"CRS EXTERIOR FIN TYPE PcRImCTER VINDOW rRAMC CAULK IT 07MCIts A J ELEVATION VIEWED FROM EXTERIOR P: PRODVCt TEC-40LOCT CORP.- 250 INSTALLATION AMCmOR 43 SCREW CH I) Smim AS REO'O. AT EACH INSTALLATION ANCHOR wilm LOAD BEARING SMIM. ". ALLOWABLE SHIM STACK TO BE 1/4-. 2).WINOOW FRANC MAI`Eks�: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENOMT 70 ACHEVE MIN. EMBEDMENT OF 1* INTO WOOD FRAME. 4) USE SILICONIZED ACRYILIC CAULK FOR PERIMETER sE&L ARoupo. ExTLRK>R OF WINDOW FRAME. 5) USE -SIUCONIZED ACRYLIC CAULK 9EN114D WINDOW FIN. 6) CLASS THICKNESS VAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CKAATS. SINGLE KIZINC IS SmOwN. INSULATING CLASS'ALSO OUALIFIED. 7) FLORIDA MRUOERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINFALSO APPLIES TO THE FLOtODA EXTRUDERS' 1500 AND 1000 SERIES PCTVRE WINDOW, 8) SPACE INSTALLATION ANCMOiS AT V MAX, FROW'CORNCRS AND MAX. 24- D.C. DESIGN PRESSURE CAPACITY OF INSTALL&TiONS, vvft�- ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AvAtLABLE SIZES UP TO 73' X 71' OR 63' X 05' OR 1 19' X 37-3/!' MAX. 9) WINDOW VNIT CAN 8C.MULLED TO ONER UNITS VSiNG ALUMINUM IVSE MULLION. SEE MULLION INSTALLAVON SHEETS FOR RECAEMENTS. PKWf. VOTE 250. LAKE MARY. r4MI04 3:716 I"I'04C .07 10-0395 fAX go? CAULK ICTVCCN VINCOV FLAMCC t VOOD hoCK CLINCACIC OR MA;DNRT OPENING IT PCIIJOCTER CAULx IT CITMCRS VImDOV FRANC HEAD WINDOW MCIGHT cAtCRH)R VINWW FRANC SILL I-CRIMCICR CA.%K 11 OTSCRS Exictiox FINISH IT OTHERS CAULK ICTVCCN VOOD JVCX L MASONRY OPENINC, IY OTHERS amc ly WOOD IUCK IT OIMCRS INSTALLATION ANCHOR 211j' D!A. TAPCON %HIM As tCO'D (,CC NOTCS) GA.AZING (TIP. SEC NOTCS) f— 1/4' MAX. SKI. SPAC_r INSTALLATION A&CHDR 3/16' DIA. TAPCON SWIM At RCO*VL (SCC tOTES3 MOTES, 1) SHIM AS RCO'D A' EA.�K INS*AJ.LA?ION ANC14OX WITH LOAD BEARING SHIM. mu. AL-.OWABLE SHIM STACA TO it 1/4*. 2) WINDOW four "TERLA�,: ALLMokwu ALLOT 6063. 3) 1/16- OIA. TAnOM INSTALLATION ANCHOR MUST PC Or SWICIENT LIN. TO A:mICVE WIN. LW!EDMENT OF 1-1/4* INTO MASONAY OR CONCRETE. PLACE TAP -CON ANCHORS V FROM COANCRS if 26* 0. C. MAX. ALL FACTORY APPLICD HOLES NO. DESIChAtED FDA TAPCON ANCAORS SKOVLD BE FILLED WITM IS SCREWS Or SUFFICIENT Ltm. TO PROVIDE WIN. 5/2 IN. EMBEDMENT INTO WOOD mg. 4) YMCA[ WINDOW IS INSTALLED IN MASONRY OPE14ING WITH A STRUCTURAL TWO BY BvC USE 110 SCREWS Or SUFFICIENT LENGTH TO' ACHIEVE I-31S' WIN. E WENT AT SAME SPACING STATED IN NOTE 3. 5) LOSE S"ONIM AC"LJC CVJLK 6-��KINO WINDOW F�ANGC AT HEAD. SILL JAMBS. 6) USE Sv.ICOm::O ACRY�IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW rL"E. 7) CLASS TmICXMESS MAY VARY PER Int REOutAEMENTS OF ASTU [1300 GLASS CHARTS. SINGLE OWING IS SHOWN, INSULATING CLASS IS ALSO OUALIFIED. 8) BUtLD DOWN AROUND CURAD PORT" Of WINDOW FRAME TO BE ENGINEERED By OThEPS, BUILD DOWN MUST Of Or SUfFIECIENT SACHoTA TO ADCOLIATELY TRANSFER LOO FROM WINDOW TO TME'STRUCTUR!, 9) FLORIDA. EXTRUDERS TOM SERIES OCSrACR WINDOW SHOWN. THIS PRINT ALSO APPLICS TO FLORIDA ExTRuDCRS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SmOw COMMON CONFIGURATIONS. a IS NOT INTENDED 10 LIMIT USE OP TmS PRODUCT TO Tmf.SE TWO CCNFiGvRAt0MS. THIS $MEET APPLIES TO ALL CONFIGURATIONS THAT CAM BE mmuFACTvRED FROM THE IODO. 1750, & 2000 SERIES DESIGNER FIXED wIMDOw FRAwwC SYSTEMS. I I) wwDow UNIT CAN PC PAULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE-MULLIOM INSTALLATION SHEETS FOR RCOUIREmENTS. 1/4- MAX, EXTERIOR ELEVATION SMIJ SPACE 114'. MAX S�lm SPACC ONC IT VA.OD SHIM AS NCO'D PuCK IT VmE�S I;SCC NOTES) viNoov rmAmc IN'-TALLAtj:M ANCHOR JAMI GLAZING (TIP SEE NOICS, CA"K ICTvrrN I"co lvCK � MAI Y ORCHIH, I )I o7mcks `C;tJNCtCR CAL&K CAULK ICT%;CCN vIMx-Iv 1`601-4c 0 SUCK CxTZRIOR CONCRCtr IT OTHCAS my OTHERS ON MASONRY OPENING VINDOV VIDIN ly OTHERS SECTION B-B A EXTERIOR EL;VATIO CAULK ICtVCCN VINDOV I'LAWU WOOD PAK 10 EXTRUDERQ INTERNATIONAL, INC L L 1-1/4- WIN. " I � SANFORD, FLORIDA CW9CDMEHT&xTaAL FLORIDA CONCRE, ONE IT VOOD MASONRY TITLZ:rLANGC INSTALLATION DETAIL CONCF--TC MCADCR VII By nCK CAULK ItIVECN MK IT OT.EAS — ME, By Q*mc Vmb SUCK & DESIGNr-R FIXED VINDOV IWO. 1750. & ZOCO SERIES PAUMT OPENING A- t A lf OTHER$ S17CTION j TiRAWN RY- 29 f APPROVO) 19y. IMSIALLAt:0N ANCHOR ONE IT SUCK Co ScRCw IT OTHER., CAULK SEMEN VIHC:V .IVILD OOVN IT OTwEA' (ALSO tau — to SILL) 1) SHIM AS AEO'D, AT Cgrf INSIALLATION ANCHOR WITH LOAD BEah4C SHIM. MAX. ALLOWABLE SMIW STACK TO BE 114-, P%Tvoov C0.)—\ 2) WINDOW FRAMC W&Ttltmv ALAnNUM AL -ICY 6063. 17 OTHERS In 3) IAPCOM WSTALLATICIN ANChCAS AT SILL MUST BE OF SUFFICIENT LIN, 10 AC-4ve F Cw9cpUr"47 LON. EveEMNY OF *,?0/4' INTO MASONRY OR CONCRr7E. 110 INSTALLATION S:REWS AT MW * JAM§S -vS, BE Of SuFAC01 LENGTH TO ACHIM 1-3/1 WN. EMBEDMENT INTO *OrjD Mw*4 AND BVLD DOWN WHERE RECIVIRED. CXTCRICR rtNI.M INSTALLATION AmCmCAS k XRfwS To U PLACE) 6 IN. FROM CORNERS 2A W. 1, OtACAS D.C. MAX. s) USE SP.ICWED ACRYLIC CAULK BEHIND WINDOW ILANCE At HEAD. SILL jAwtS. 5) USE SkPCOMZrO ACAYIUC CAULK FOR PfRoursER SEAL AV" EXTERIOR Or WINDOW FLAMM 1/4* WAX SHIM SP4�r 6) CLASS THICKNESS MAY VAAY PER Ttj REOVIREMENTS Or ASTU [1300 CLASS CHARTS, SINGLE OW04 IS SHOWN. 01SULATING CLASS -IS ALSO OUALLFIED.' 7) BUILD DOWN AROUND Cvk4D PORMm or WINDOW MAX 70 PC ENOwEERCO By O'KrkS. BUILD DOWN MW BE Or SVM01 STRENGTH TO ADEDUATELT TRANSFER LOAD FROM WINDOW TO THE r.RUCrVRE. 8) ROMA EXTRUDERS 1000 SZRICS DCSx;mCR wiNWw Sm&#N. INS PRINT ALSC PEA:MCICA CAULK APPLIES. To FLORIDA EXTIMERS 1750 $EWES A 2000 SERIES. ' 11 OTHERS J) CLCVAt*ms SHOW Cowwom CONFIGURATION& IT is NOT INTENDED TO ILW. USE Of 'HIM 'C0'V ;�TC-., THIS PRODUCT TO T.CSE TWO COr4AGuW.i0wS. THIS SMCIT APPLICS TO ALL CONFIGURATIONS THAT CAN BE mANuFACIvAC0 FkOw Tmr. 1000, 1750. A 2000 (SEC SERIES DESIGNER I= vr:MD0w FRAwv4 SYSItwS. 10) WINDOW my CAN ALSO Be WULLCD TO OTMCIt UNITS USING ALvhamvm lust .INDOV rRAmC MULUDNI. SEE WULI.ION iNSIALLATIO14 SHEETS FOR RCOutItEmENTS, HEAD WINDOW HEIGMT V;14,WV rgVtt ML PEXImCTCA IT OI.Cn Cx*fA!D* GLAZ;M6 OTP. SEE NOTES) SHIM AS Rc" I= No It S) CAULK SETVCEN VIM'. FLANGE & ONE ;I voop 1114K CAULK 1C%CCM VOOD D*..^K i "At".- OPENK A —A HAS", SUCK MEIGMT .1 /-' ww. SHIM SA':E EXTEPICIR ELEV,^TIC) SUCK VIDT-4 Tvo iY r;Axjmc ST QI.CRS MIN. CUSCOMCNI 1/4, MAX. SPIN SPACE CAV69 SEMEN IVO IT )LICK I, CCNC*EI[ of CIMCR: $4104 At RC010 ISCE NOTES) IN!TALL.!I.N ANCHOR v.,Npav mw< CAULK J11VIEN JAMS vINwv FL4f4c SUCK GLAZING 07P. SEE NOTC.,) 4 CONCRETE 04 FICRIMCTtR CAULK 07"CAI. IT OTHERS IINDOV vtVTM rxicinm nNism SECTION 8— by A A- PX7EPIC.: E:_PVAT10N L-11,.XENTRAL FLORMAL B.O.A.F.' INTERNAnONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA —ONE 31 VC00 JrLAtWACrMR NAME; lvcx, III OTHERS �7f I, 71TLE: FLANGE INSTALLATION DETAIL v/ FRAKE MILD M-N DESIGNER FIXED VINDC4 1'.'0:, 1750, L 2000 "CR:E^, #AMR FIU:# 11 11 1 . IM$I`A�.L-TION AM=;! DRAWN BY: III! APPROVED BY: 3/14' IA. IAnDM r t- IDATE:CB/12/02 I SCAU: N I S JDWC.; FLEX0034, P6t"43 P "UC? UP1416M, =W IN WI~P� L'S. WIT 13L -01.10tt, "IN, Wlt,, 04K to Miout fm at L-1.0" SMCLIMINC IT CMCRS III INSTALLAIIDN ANCHat SCqCv IT CxtCklCR rimism- 11I OTKCpts PCRImCTCA CAULK — IT DINCRS rjN.fR^KC KCADClk Mw WERIOR PCRIptCTCIli CAULK IT QTmCItS by DINERS 61 IFI21ALLATION—/ ANCHOR SCREV (TYPI By CT,(ERS 1, sk __J 1/4* PAIL it INSTALLANON sht. AMCMOR SCILCV it TF.7 CAULK ICAIND rim Tvo IT rwim, SMIM AS ItColt I I OTHER$ tVO IT WILD (SEC NOTES) o0vN IT OTNCRS CAULK If"INI FIN rim rlA.0 JAM) SMIM AS RCOID. NOTES, 1) SAIM AS REOD. ACj4[Nl 10 EACH iNSTALLA'10% ANCmOR *014 LOAD BEARWO Mc MWES) SMW. MAX, ALLOWASLE SMIM STACK TO U 1/4% CLAZING MP' 2) wiNDOw FWC U47LASAL: ALUUIKW AUOY 6063. - SCE NOTES) 7 r otm 3) USE SILICOMIZED ACRYLIC CAULx. BEHIND wvjDOw r.N At mCAD. SILL & 4wBS. Ewbol PACE 41 M S4LpCOmj:CD ACRYLIC CAULK FOR PCRrwCTCR SEAL MOUND EXTCRIOR Or WINDOW FRAME. __[14111 5) CLASS THICKNESS IJAY VARY PER IKE RCOIAltemENTS OF XSTM C1300 CLASS IF CHARTS. SINGLE OWING IS SHOWN. INSULATINC CLASS IS ALSO OUALIFtED. 6) ScACw ANCHORS At kCAD,.Su k 4Augs SHOULD at is URCwS or SurriCiCmt Um. TO PROODE WIN. 1 IN. Lm..CMBEDMCNT INTO wOOO FRAME. PLACE 13 scRrw ANCNoRs.6, rRom CORNCAS AND 24' D.C. MAX.. ExIcklot 7) kfto DOWN AROUND CURVED PRTION Or wiNDow rR"C To OC ENGINEERED BY Ex?CPlok rimilk OTHERS. BUILD DOWN MUST BE OF St)rl'CCgt STREMOM TO ADEOUATELY IT al'icits TRANSFER LOAD Mom wwDow To THE MvCTuRC. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER VVINDOW SHOW IMS PRINT ALSO PCPIMCICR CAI.%,K APPUES TO FLORIDA EiTRUDERS IM SEMES &.2000 SCRICS. —VIMMov v;r.p— IT - OTmCRS 9) CLEVATIONS SHOW COMMON COmir"RATIONS. It IS NOT WINDED 10 Limit List or Tma PRODUCT TO T,4CSC TWO CONACURATIONS. T?QS SHUT APPLIES 10 ALL CONfICURATIONS ?MAT CAN BE mAMjfACTvftCD rROW INC 1000. 1750, dc 2000 SERIES DESIONCA FIXED WIDOW FkAmINC SYSTCUS. SECTION B- 10) WWDC . mif UNIT CAN ALSO BE WVLLCD To OT"CR UNITS VSiNC ALUmjNVw TUBE MULLION. SEE MULLION INSTALLATION SMEns FOR REOViREMENTS. GL A ZING (ITP, SEC NOTES) -rim rRAmc SILL SJ41M AS ItCO'CL— (SEE mcuv X ___T L 11—f sw" INC( Tvq sy roAmjmG EXTERIOR E�EVATIQN CAULK scmiND rim A -a r SECTION- 2002 A --� 'EXTERIOR ELEVATIO FLORIDA EXTRUDERS INTERNATIONAL INC SANFORD, FLORIDA 71TLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES PRAWN BY:BB I APPROVED BY: .IDATr:02/14/02 ISCAA.E:NTS IDWG,: FLEX0037 ffl%ft.Kj 0% MOV I[CM&W r� rW %fli-1111— k1b. Wit M f,DM� 3ly.4 ,�C 00 @"�% ru wT M.1)44 M I CONCRETE OR SHI14 As Rc,O,D MASONRY OPENING 4SCE NOICS) IT OTHERS CAMK $CTVCCN DOOR I'LANGE & VOOD BUCK CAULK ICIVC"N PCRIHZIER vOOD DUCK L KAS,Y. OPCNItG CAII-K BY fRS IT DIM" OTH STUCCO IT. OTHER INSTALLATION ANCHOR as SCREV (Typ. vHCRC— TAPCDNS ARE NOY RCO'D-) SLID;NG GLASS DOOR FRAME SILL & .INSIALLAIIDN ANCHOR 2/16' DIA. IAPCON INSTAL' ' ATION ANCHOR ,g SCRE-1 (TYP, VMCAC ONE By VOOD TAP -.DNS ^At NOT RED'D-) SuCK 11 OTHERS 1 I/v MIN. Cm3EDKCNT SLIDING GLASS DOOR FRAME JAMB y SHIM SPACC I TEKDEaCO GLASS (TIP.) PERImrTER CAULK BY OTHERS —.0-- S.G.D, VIETH I/d. ..X, SKIM SPACE 1 1/4' MJN. rmaCDKENT ONC BY VOOD SVEK BY OTHCAS CAULK ICTVECN vOOD RuCK L IS.Y. OpemING By OTHERS SH,M AS REDID. 'c"SCE NOTES) INSTALLAT 10.4 ANCHOR 3/16' DIA, 1APCON CAULK ICIvCCN DOOR rLAmGE �.IDOD PVCK CONCRETE OR MASONRY OPENING By OTHERS INSTALLATION ANC)IC,-;t 3/W DIA. TAPCON MENG CLASS DOER NOOK STRIP 1-1/4' 1 MIN. Em.:EDMEN. CONCACTE OR KASONRT OPENING -7 By 07HERS CALLK CTvECN VOOD I,11cK & ' mA$'Y.,DPENING If O1MCRS A K WON RIP L VOOD SUCK C LA. ST&TVCEN ",,,�DNCI By VOOD , �1 JU K :21f OT KCR' . STUCCO IY'OTMCRS CRCD CLASS B 0. 4 AAMRAC71 SECTION 3� - M SODING GLASS DOOR J INTERLOCK MASTER Eux H-OOK STRILDETAI am MICIIIAL, ALLININUM — N I&WON IVC INSIALCA110M ANCKMS WST st or wricaNt ttmout To Ac-Icyc Pik Ew-bmC I V 1-114- INTO PASOPIRT 00 CONCRE7C. ON 4C mcmms. 3) ALTC"Tf JAKON INSTALLATION AMCNORS-rit t m wK in ALL rtAp 5 JACO. ANCHOR CHART ON PACX CIF IRIS 3MCC" 41 11 tME jt6ICQdZtD ACRTUIC CAL&K Kmlmo DOOR TLANGC At MCAf L A&K$& 6) u1c SILICONIND ACRTLIC CAmK rCA KRXTClt St-L A20AINO tATIRIOR Or*DC0L 7, IF ti,;Aj WM SIrt 11 NOT LISICD I" "410t CNARI. Log wITK NC4T. j I LARCCA SIZE"FOR-10c APPROPItIATC -OCSIGN f NJ 1 ru QCK; ZaromUSC CLDSCST IrPA:S DOOR $12t t COWIGLOIATION TO I PKCD CIPENNI. C. AjCMU, I Or POCK 112:? At SICVR ,pj �GLASS � THICKNESS PAT VARY PCA REQUIRCOICK' S Or A$fK-CI3N GLASS CMATS. m ALL rAcypsy APPLIED mmts PC? ocs-alco fC* TAPc0K ANCAx SHOL&D K rf�Lcf'vllm as SC v Cr SwrICICHT LE4114 IQ PROVIOG RIK $4, CNICONC.1 INTO VOOD Jtxc ,64,g IN JIG%.0 GLAZtD Cis IW.tkATjNG tLASS, 11? NIOR UNIT IS AMMD V%1#4 ICW"CD f AINt SCAM StALCIL IV J%P1f / SILL CMMC*S ARC 10 IC SCALED V:TR A SAALL Ac 11 ) SKIM AS RIQ�D. At CA. TCT Or tWALLA'SOM ANCP**" Ms. ALtOVAILE %HIM $I K To, IC 1 4' 1-1 ALL SMSTAL.LATIO. Amc-,CRS A47 PC MIC or M110:10" RLSISIANT NAT941ALS. is ) VMCC .1, e .p&CS,mt, ROvING pANCL AND 0, siCimitstmys rixED 0,AKL APPAQvCD f �111 At ISTIO D" ANCKOR C-41 04 Wr OF 1pdt SMECT A— . , —l— — 1. ALL"O. it 001 ALL CoRrIOLIRATIC04 j.IZICD AWVC ART %NOWN ON T-It bRAVING, MQVCV(A IMST ExTERIDR ELCVI-'!DN SCCTIONS t P400K STRIP X'.411. APPUT 10 INIIALL&TION Or A" APPROVED. COWIGUR-11ohl. I - Z.PANCL DOOR 1H3vN 11) INSTAL,.&< JAKCN IN CACm PAIN or r ACTORT &Pftj(D IN:TALLATIoN 04XES VKCSS NoTc . D or"CAVISt ON ANCRm CHART. SEC Wx OF IRIS %mCV. FLORIDA CX?IWCCjtl IWO StRICS SLIDING Q.ASS DOER IS SNOVIC ?KIS PR:KT kZO APftg$ TO ?m SCRICS AND WSCRICS. REV DESCRIPTION DATE 41 J-)' EXTRUDERS P T IL LIBERALLY APP, 1114 1. 11141.. SAW UK r L.- CAULKJW� UNDTSILI. OR SET SILL fiii BCD INSTALLATION ANCHCk TITLE: SLIDING GLASS DOOR p 3/16' DIA. TAPCON Or CONCRETE INSTALLATION WITH TA CONS SECTION A7A DRAWN By: B B APPROVED BY, =rLE=X00:2:1:j -DATE: 10/25/01 ISCALE: NTS I DWG 1: r EA 2002: svitc 3s, ca,driv. r,,w:A. 3t:44-w-sts-s : 3 . As ru .01-OZ5.03" '—wh 1, "awl t 1-ftle.1jon emoc-CCRING. iNc, SLIDING GLASS DOD;? FRAME HEAD I CmPEPED GLAS.S (TYP.) DOOR HEIGHT E4!ZDMENI A X:N:� A C, INSTALLATION ANCHOR DOOR VtDIM /4' MAX, &HIM SPACE - INSTALLATION AKMDR Tvo By VOOD to ScRCv swim As Rc'o'D as SCREW 1-1/3 MIN if OTHERS IwO V .101) SHEATHING ($CC NOICS) cM)cDMEmT Or DT)4CRS IT GimtRS CAULK DCIWCCN TvO ay VOOD SLIDING GLASS DOOR fL4NGE ly OTHERS DOOR rRkmc CAULX L,IvccN L SHEATHING JAM$ HOOK STiIP L SHEATHING SLIDING GLASS DOOR SHIM As Aco'D. HOOK STRIP I/v MAX. (SCE NOTES) SMIN SPACE INSTALLATION ANCHOR "IM.- me SCREV CmICDmENI CM$CDMENI TEMPERED CA -ASS z CAULK BETWEEN STUCCO IN- (TYP.) DOOR ruANGE OR SIDING t SHCAIMING $1 OTHERS SLIDING CLASS DOOR rRAKE SXCATHING PtRIMC'ICR EAD By O.TMCRs' CAULK IT SHEATHING OTHERS PERIMETER IT OTHERS CAULK BY TCMPCRED CLASS OTHERS STUCCO (T YP.) STUCCO OR SIDING* ICMPCRCD OR SIDING CLASS (TYP-) BY OTsCRS SLIDING CALASS DOOR INTERLOCK jL DOOR y -; . Z. ME I G14 I SECTION B-B HOOK �TRIP' DETAIL. lot4 VIP A 7 1) POOR RAICRIAL. ALUMINUM ALLOT W3. so INSTALLATION SCRCVS MST K W'UffjCIC.N7 L"TA TO ACHIEVE ASK tMOCOM * ENT or j_j/S..jMfO.VWo. lAprj)N_IypC #4jAjA!I-:N NlCpCtS At SILL M41 AC Of wric1cwt t"TH To ^c4cVC mix cMICbNC9' . ...... 1) INSTALLATION CHART am )AC% Or THIS SHEET LOU SILICONIZCD A"TLIC CAM, "No DOOR I`L�U =AD t L S) US( SLICOW!Zcs ACIMIC CNAK rOR PC*I'Cttk SEAL D.9XIcksol'or M , CHOY, USE ANCHOR CUIAPITITY.LISIED "-NCXI pr CWT mm SIZE IS HOT LISTED lwmoot -nol. ...... LARGCQ SIZE. fOR INC APP*"I4fC'X3TO" PRCSSUft 1, rat POCKC? WON SIZES USE CLOICST ITPASS Am SIZE a o6wriGutilmm to rlmlou mxfw� SLIDING GLASS. PLACE INSTALLATION ANCMQRk� IN rRoml cr w*c STRIP &I SHOWN. ' - � . DOOR, rRAHE 2 0 06ASS Tl-lC9MESS MAT VARY PER 'tC&A*C"CM'& Or AS7" com CcASS cxfA?$ SILL DCOR UMIT fS APPROVED USING TtMPCXCD,GLA4 C Q;AZCI OR* INSULAIXI.CCAS;L.... 91 14 'CL 0) J"l I'SILL CC*NCfS **C TO X SCALED-W"M A 4C9 X S.10 AS REIrt AT tA. SET Or INSTALLATION ANCPOS- M"L ALLOVA'LC SMI" 17 ,21. ALL INSTALLATION ANCKAS MUST IC "&CC Or CM-10" "S"'ANI "'SERIALS APPI'MO I Wjvtt4 PAE� AND 'Dr RCP*CSCMTS rIXC# PANCA V�C*C '.I. *CPRCStNIlS; LISTED ON ANCHOR C-1 ON 14" v '400 tHCET, 001 ALL COWIOURATIC)N3 LISTED AloVr ARE $I*- ON IMIS "AV)'-,.MMVt* SKSYN'""O" SECTIONS *�A*. Ill. & om STRIP DETAIL AP%T 70 INSTALLATION W A" AP01OAD ... TERIOR ELEVATION CWICAAATtDNL . . . ! . — I . 1: : EMBEDMENT E—X 0-LDRIDA LXTIVK* N= MICS &.10114 GLASS 0= Is S". ImIt PIUMI 'KSz AlwoIcs 70'. -1/4' MIN. S fjKLrDMR SMOVN am ScItIcS.Ams S� SERIES, A N DATE INI EXTRUDERS REV DESCRIPTIO LI)CRALI-T A Y FLORIDA.10'.1,14c" �SANFORD rrL., CAVLKP4G UNnDc Sh.L DOO OR SET SILL IN JCD INSTA'LLATION ANCHOR TITLE: SLIDING GLASS.. R* 3/16* DIA. IAPCON. OF- coNc RE 7C INSIALLATION"WITH * #8 0FROVED BY. SECTION' A DIRAWN, BY. 319 7 SHI I OF -W f6DRIDA. N'.6, —go r.1 .01 r I — 1000 P.V./DCSIGMCQ SILL (TTP�) 09 X 43�/4 SELr TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT ICTVCCH VTNwV FLANGES L KA.LMN r,EALAMT PLIV— VINDOV FLANGES 0 �-1110 X 3/4 SELF & 1000 S.N, TAPPING SMS HEAD (TYP-) SEALANT ICTVCEN V, , VINWV FLANGES SECTION A -A (1) L L MULLMN 1000 P.V,/DCSIGNER SILL (TYP.) 00 X 3/4 SEV TAPPING SMS I X 2 7/16 X 1/8 —1 / TUBE mvLLION SEALANT IETVEEN VMV FLANGES- L MULLION �—#S X 3/4 SCLF IDDO 1.1-1. TAPPING SMS HEAD (TYP.) SEALANT scTvm SECTION A -A (3 VINDOV FLANGES L MULLMN IDDI) P,V./DESIGNCR SEALANT VM vuwv FLAX SILL (TYP.) t, #9 X 3/4 SELF TAPPi4G SMS vo 11 T TUBE MULLION N--10 X 3/4 SELF TAPPING SmS IODD S.M. HEAD (TYP.) . SECTION A -A (5) 1000 P.V./DCSMNCR SILL (TYP.) /-X 3/4 scLr TOOSPING V4 I X 2 X 3/8 TUBE MULLION .,\-No X 3/4 SELF S.K. TAPPING SMS HEAD (TYP-) SECT10N A -A LZ) - 1000. PV./DCSIGNCR SILL <TYPI) 09 X 3/4 SELF TAPPING SM& I x 2 7/16 X r---4,n TTUBC MULLION APPLIES TO HEAD & SILL WHERE I' X 4' AUXILIARY PLA DETAIL 2* X 4' TUBE MULLIONS ARE USED ADDrTMK44 ANDOM, VMCX ItEOMED) SHEATHING WTALLATION ANCHOR 09 WOOD SCRry CTYP.) INSTALLAT113N CLIP TWO BY WOOD IBUCK BY OTHER 1000 P.V./DcSIGNcR SILL (TYP.> #8 x 3/4 SELF TAPPING SMS T2 X 4 X 3/9 TUBE MULLION N\"-00 X 3/4 SELF ..... —1000 S.K TA&INC SMS HEAD (TYP.) \-08 X 3/4 sELr TAPPING SMS SECTION A —A (4 1000 s.H. HEAD (TYP.> -1000 P.V�/DCSIGNER SILL (TYP.) SECTION A —A _U7 40 X.3/4 SELF TAPPING SMS x 4 X 3/9 FLOWD ,USE MULLI�� R NAX T A , "-09 X 3/4 SELF 1600 S., TAPPING SMS HEAD (TYP.) SECTION A -A (6 0 MULLIDN APP 'YES TO HEAD & SILL VAM V X X 2 7/14'. TVOE WVLUONS At DETAIL our— IWALLATION ANCIM zto woop. totcv �KIRIZ CLVI L1/8, MIR EMBEDMEN T, 11 , /9, NIX. INTERNATIONAL - IK .FLORIDA. EXTRUDERS.sgwoRD, noRmA TrrLE:SER.--.1000/1500 FIN SHEET I, OF!'2-.:.� .TR I PLE HOR I ZONTAL - MULL ION - SECT I ONS SEE OTHER SIDE'(SHEET '2 "OF 2),.',`FOR DESI�N PRE.SSUR� CAPACITIES DRAWN BY: MSH APPROVED-BY.-.— JDATE-2/6/02 ISCAU:NTS- .-IDWG.: IHMFINTR I I TYPC& MUWON TO CONCRM 0.44MB DETAIL SEALAmr SCTVCCN 1000 P.WDESIGNER (APPLIES TO JAMS VMERE I- X 4 V NDGV FLANGES SILL CTYP.). 2* X 4* TUSE MULL)ONS 'ARE USED) 16 MULLION 1000 P,V./DESIGNER SILL (TYP.) 08 X 3/4 SELF #9 X 3 4 SELF TAPPING SMS CONCRETE OR MASONRY TAPPING SMS BY OTHERS INSTALLATION M"R 2/16' DIA- I x 2 X 1/9 1 X 2 X 3/8 TAPCON SCRCV ANCHOR (rYP.) TUBE MULLION TUBE MULUD14 EXTERNAL NULUDN L IN 3 G- A S- 4 T#A8PFX' ONE BY -INSTALLATION CLIP Sc-�ANT IMCEN VIKDaV FL"CS MT?AL FW-RJDA B. O.,LF. VUCX BY OTHERS 61 MULLION HAMMACrUM 14AM: MULLION 09 X 3/4.SELF NO X 3/4 SELF MASM FM 1000 SA TAPPING SMS 160o S.N. TAPPING SMS HEAD CTYP.) HEAD (TYP.) SEALANT PCTVECN ' SECTION A —A (1 SFCTION A A (2) vueov mmas L Kfi-LMM 1000 P WJDESIGNER 1000 P V /DESIGNER 1000 P.w./DCSIGNER SILL �iYP,) SILL iiy'p.) SILL (TYP I X 3/4 SELF #9 X 3/4 SELF 88 X 3/4 SELF APPING SMS TAPPING SKS TAPPING SMS I X 2 7/16 X 1/8 1 X 2 7/16 X 3/9 2-X 4 X 3/9 4' TUBE MULLION MIN. TUBE MULLION TUBE MULLION -EMBEDMENT 7qF-wll /-- . /-. - SEALANT BETVCCH EN VtNDOV FLANGESiz SEALANT RETVC 'VINDOV FLANGE L KILLION L MULLICH VIrTAIL 11-1� 08' X 'V4* SELF 6 X 3/4 $ELF 1000 SA TAPPING SKS 1000 lA" TAPPING. SKS HEAD (TYP.) HEAD (TYP;Y SEALANT VEr-W ';F CTION A —A (3) SECTION A— VVINDOV 08 X 3/4 SELF L MULLION PV./DESIGNER TAPPING SMS r A A....... a 1000 PV/DESI ER SEALANT BETVCrN r- SILL ii4P-) VIM)CV FLANGES SILL (TYP.) 1000 SA MULLION HEAD (TYP-) rl EVAM X 3/4 S IELF #00 Xx 3/4 SELF TAPPING SMS I X 4 . X TAPPING SMS I X 4 X 3/8 SECTION A -A (2) MEWED —FROM. EXTERIOR TUBE MULLION TUBE MULLION urrmATIONAL, RiC. FLORIDA EXTR.UDER sAmip,,noim j2 -`�18 X 3/4 SELF #8 X 3/4 SELF TAPPING. SMS TAPPING SNS S-K 1000. SA B 2OC2 READ (TYP..) HEAD (TYP-) S8 TION A;--A'(5) CTl0W-',;A-A (6) ii-LUFA: Z�r_ml I uuu/ I v TRIPLE., , HoRizONTA-L 'MULLION. SECTIONS -- SEE OTHER SIDE (SHEET 'a:'OF;.2) FOR DESIGN,, PRESSURE CAPACITIES�`-:�,'L- 7'' DRAWN ky.'MSH - A.FpFtom-BY, .,-.:lHMFLGTR'- DAm2/6/U2— JkAMNTS-� lDwr-.: APPLIES TO HEAD & SILL WHERE I' X 4* 10DO PV./DESIGNER =0 P.W./DESIONER 2' X 4' TUBE MULLIONS ARE USED SILL -iiyp.) SILL (TYP.) AUXILIARY PLAT . . r TOR ADD . ITION AL MCQU; ' VW_4 ACMARM DETAIL 08 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SHEATHING I X 2 X 1/9 1 X 2 X 3/9 (D _0 TUBE HULLION TUBE MULLION INSTALLATION ANCHOR 18 VOOD -SEALANT IETVEEM SCREV (TYP.) JON w VINDOV FLANGES L MULLION 0 EXTERNAL MULLION INSTALLATION CLIP lLLLJ TVO BY VOOD BUqK BY OTHERS- 09 X'3/4 SECE?q_rjLU'L )WJW.& TAPPING M SEALANT ICTVCEN 08 X 3/4 SCLr vjNDOv rLAmcCS IODO S.K TAPPING.SMS MULLWN HEAD (TYP.) HEAD '(TYP.) XAMWACTUMM IiAla KA+ION SEALANT ICTVCCN SECTION A —A (2 vixwv rLAwcs $FCTION -A—A (1) MULLION 00 . 0 P V (DCSIGNER 10M P.VAESIGNCR :SILL ('T'�-) - KAST SILL (TYP.) 00 X 3/4 SELF 18 X 3/4 SELF 1000 PV./DESIGNER TAPPING SMS SILL iiYP-) TAPPING SMS I X 2 7/16 X 1/8 1 x 2 7/16 X 3 8 A r iTyp ILL *6 X . TUBE MULLION JAPPII TAPPING SMS a x 4 X:31/8 TUBE "ALION 1/8, MIN, ED N1 .1 k V X 2 7/16' TVSE')AVUJONS'ARE US TUBE KILLION 06 X 3/4 $ELF -Z SEALANT DETVEaE MBEDME I W FLANGES E E vINDNow FLANGES. noN MMLION n EVA VIEWED VINDOV rLANGC APPUES TO MDD & Slt.L-WKU- V X 2' L MULLION SEALANT JETVCEN FROM DMIOR 09 X 3/4 SELF is x 3/4 SELF 1000' S TAPPING SMS TAPPING SMS HEAD (TYP.) HEAD (TYP.) SEALANT BETVCCN SECTION �A-A (3) �SECTIQN A —A (4 VINDOV FLANCES L muLLION MORIL CUP, mo P.W./DCSIGNCR SEALANT BETVEEN (TYP-) VIN06V FLANGES. 1000 P.W./DESIGNER SILL (TYP.> * 09 X 3/4 SELr TAPPING SMS F v IFSILL &,K)LLION 48 X /4 S L APPING SMS X 4 X 1/8 T USE MULLI ON 99 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION -A-�� 1 X 4 X HEAD (TYP,) TUBE MULLION rT OPTT) I vr mm oacDmcMT A PYT T T pq INTERNATIONAL- INC ZAA: VlW, 1 wfumn 7 VA T=:-.SER.-- 100W1500 FIN SHEET.- I OF'.2�' 'W IN 'HOR SECTIONS IZONTAL MULL ION EE OTHER SIDE (SHEET'2 OF 2) FOR 'DES I GN , PRES SURE CAPACITIES PS X 3/4 #8 x 3/4 SCLr .TAPPING. SMIS TAPPING SMS 1000 'S 1000 SA w HEAD (TYP.) r 8.2W2 MRAWN BY: M SH APP#OVM w BY._ HEAD (TYP.) DWO.: 1HMFINTW SECTION A---A--M SE&ION A—A_U6 2/6/02 Sam NTS' SEA�,AN! IVIWEE?l wrNmy nmofs L r4l.LLION —1000 F.W./OESISNE; I SI1_L (TYP-) R i 1 9 X 314 SELF //-TAPPING VS x a x I/? 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SILL (TYP-) -a x 3/4 SELP --xG X 3/4 SELF TAPPING SMS I X 2 7116 X 3/8 TAppi"40 SMS TUBE MULLION L 1 1/4' MIN. SEAL&V BETVEEN vNiov %v= - L XV.L!CN \— *9 X 3/4 SELF SIK 7APPI.145, SMS D (T YP.) SECIlON _A -A (4 r-1.000 F.V,tDESIGNER S',L'_ (7YP.) OF X 3/4 SELF TAPPING SMS 4 X 3/8 \- 46 X 3/4 SELF S.H. � TAPPINC SMS �iEAD (-.YP.) ,51� �'Nl A=A.16).... we X 3/4 SELF TAPPING SMS S.H. HEAD ('YP., .SECTION A —A f7 LIM, FEB 1.5 ELEVATiO VIEWED FROM EXTERIOR TrrLE:SER, ..In-OLI/1500 FLANGE -SHEET .1 TIONS TWIN -HORIZONTAL MULLIOWSEC. SEE 07HER S.'BE ZSHEET. Or"'2_,' r'GR 1 DESIGN.,PRUSURE CAPACITIES., IODD P.V./DCSIGNER SILL. (TYP.) //.—#S X 3/4 SELF TAPPING SMS I x 2 x 1/9 BE MULLION -SEALANT IETVEEN v NDav rL ANGES- SEALANT. ICtVCEN'j I VINDOV FLANGES. \-48 X 3/4 SELF L MULLION \—,ODO S.M. ' TAPPING SMS HEAD (TYP.) SEALANT ICTVEEN VINDOV FLANGES SECTION A -A (1).- MULLION a1000 P V./DESIGNER 3/4 SELF NG Sms I . X 2 7/16 X 1/9 TTUBE MULLION SEALANT VINDOW L KA�Ll( #S X 3/4 SELF 1000 $A JAPPING SMS HEAD CTYP.) SEALANT JCTVCEN SECTION A —A Q VINDOV rLANGES L.KA.LION IDOO P.W./DCSIGNER SEALANT BCT% SILL (TYP.) VINDOW FLAN( L K&LION 08 X 3/4 SELF TAPPING SMS I x 4 x 1/8 072T`7�—V TTVBC MULLION 08 X 3/4 SELF -T4 PPING sms, HEAD (TYP.) - SECTION -A-A_M 1000 P.V,/DESIGNER AUXILIARY Pt SILL (TYP.) (rOt APPITMN4L ANCPM VKX ItCOUMCD) 18 X 3/4 SELF DETAIL TAPPING SMS I x 2 x in TUBE MULLION 0 i4WO BY VOOD CENTRAL .110-TUDA B4O,A4CK BY OTHER 08 X 3/4 SELF 1000 SK TAPPING SMS . hLAI�WA.CTLMR NAME: HEAD. (TYP.) SECTION A-4 (2 WTE-R L Fn�&-, APPUES TO HEAD & SILL WHERE I' X 4' & 2* X 4' TUBE MULLIONS ARE USED SHEATHING 1000 P.V./DCSIGNER SILL (TYP.) WTArt: t A 1000 P V./DE ER #8 X 3/4 SELF " j "" SIGt iTyp r TAPPING SMS SILL iiYP.) I X 2 7/16 X 3/9 A TUBE MULLION 06 X 3/4 SELF lV71 TAPPING SmS TUBE MULLION Z X 4.X 3/8 1 1/8, MIN. EMBEDMENT Ell)klQ SEALANT BETVEEN IAEWED FROM DaER" VINDOV FLANGE DETAIL APPLIES TO HEAD A qu- %NM 1 2! & I' X 2 7/1$*:TU9t:MUUJONS ARE VSED \�08 X 3/4 SELF \—I000 SA TAPPING SMS -=now HEAD (TYP.) SECTION A -A (4 ALLATION At*CR cilrp.) q 1000 P.V./DESIGNER mmz� CLIP SILL (TYP.) #8 X 3/4 SELF 0 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M. SECTION A -A (7) I X 4 X 3/8 TUBE MULLION HEAD (TYP.) INTERXATIONA.4*,INC FLORIDA EXTRUDERS SANFORD,_ no=.A 4 Trrlx: SER,. 1000/1500 FIN" SHEET i '.OF, 2. HORIZONTALMULLION SECTIONS SEE OTHER SIDE (SHEET 2, OF- 2�,. FOR 09 X 3/A SELF TAPPING SMS DESIGN PRESSURE C PA A CITIES -HEAD CTYP.) PQ2�:,, DRAYN BY:MSH Z==APPROVED B.Y. SECTION A -A (6) , �DATE:2/6/02 ISCALE:NTS "IDWC.; IHMFIN h loco P.W./oCSIGNER TYPiCAL mULWON TO CONCk:-T-. 0 JAM9 4 QETAIL-a !000 P,V./DCSIGNCR SILL (TYP.) (ArPUCS TO JAMB WHERE I * X A. S'l.L (Typ.) &- 2' X 4* %9Z MULLIONS A�;S VSEO _%A x 3/4 SELF 0.0 y 1/4 SCI F MS CONCRETE OR MA4ONRY TAPP:N0 S BY OTHERS -INSTALLATIGK ANC�CR 3/16' DIA. I )f p x i/8 Illy] x 3is TA?C0N S-.1CV ANCHOR 0YF.) KP-L:CN TwS, S.'iLLMN' EXT , EANAL' MULLMS INSTA-.LATIDN 4.7 SE lETVCEJ% A,-A,N' 1 ONC. BY WDCD—,--- I w,xWV FLAN L BV_A By. OTHER. L Kl;6LMN MTRAL FLORED.A. B.O. A. F. SCALANT IETVEE14� 3/4 is x 3/4 SZ�7 I I i \- 1--tLION -W: ss TAPP!14C' SMS KWNACTMER . NAM: vIMDC!wl F;.AW.1 'W L KF-1-1cill S-K KA 5 (TYP.) "CAD, (I yp-) SEALA-117 VV �WZEN SFCTION A -A (2) v I N ONV ANGE S SECTION . A -A 1 irA P.w./DESIGNER lco'. P.W.IDE."GNER XAS= ME SILL (TYP.) I SILL (TYP.) Oe X 3/4 SELF X 3/4 SELr 0,,0 P,V./DES!CJNLA TAPPING SMS N3 Sms I x 2 7/16 X 3/8 ill- (TYP.) T I x 2 7/16 X MULLION --4 1 1/4' HIN. TUBC'MUL.LION TUBE r se x V4 SELF EMBED?,ENT TAPPING Smi 2 X 4 x 3/8 S-,ALA41 BETVCEN TUBE MULLION wiNmv rLANCrS!Z 'SEALANT VET'VECN A .,Im=v FLANGE KILLION X 3/4 SELF \-og x 3/, SELP A TAPPING SMS S, &�t TAPPING SXS HEAD (TYP,) HEAD (TYP-) SlEALAN's JIMSEN SECTION A -A (3 SFCTION A -A (4 'VINDOW L W�LLZDN 1000 P.V./DES.GNER SEAL&,NT BETVECH 1000 P.If./DESIGNCR SILL (TYP.)' VINWW FLANGES FSILL (TYP.) - 1 6 X.3/4 SCLr 06 X 3/1 SELF L MULLICN /-Ri X 3/4 SW TAPPING SMS . vevio FROm EXTERIOR NG SMS I X 4 X 3 8 —A (7 TAPPING SMS S.H. SECTIQN A iul;L RULLMIN INMNATIONMw INC. L FLORIDA EXTRUDERS swom); FLORIDA 000/1,500 FLANGE SHEE. TAPP, I=: SER. I ink, SEC71ONS T. 4 OF 2 HORI UL- ..ZONTAL L SZE OTHER SD7- (SH E- -2) F'R E., Or' ru DESIGN PRESSURE CAPACITIES 08 X 3/4 SELF #9 x 3/4 SELF TAPPI14G SMS S. rfvp"�;G Sms loco- \—,.Coc S. - S.H. HEAD (TYF.) JDRAWN BY: MSH. HEAD (TYP,) 5: 2002. - 'L SrETrON A -A (6 1000 JAMB (TYP.) 1 x 2 x 1/8 Iwo SA TUBE MULLION JAMB (TYP,� I X 2 X 3/8 TUBE MULLION TWO BY VOOD LETAIL C BUCK BY I DUCK BY OTHERS 1 9 X 1/? SELF 08 X 1/2 SELF 1 1/9, MIN. TAPPING SKS TAPPING SMS EMBEDMENT N��SHEATHING A A 2 X 4 X 3/8 SEALANT BETWEEN VINDOV FRAME ALANT KTVCEN VIPMOV FRAME TU B C TUBE MULLION L INSTALLATION A NCHOR 08 VOOD VEIN! .16 MULLION A MULLION SCRcv �Typ.) #9 X 1-1/2 SELF 00 X 1-1/a SELF XTC RL, EXTERNAL MULLION TAPPING SMS TAPPING SMS NSTA INSTALLATION CLIP SECTION A-�A N �ECTIQN A -A (2) MULLION .LI 1000 S.H. X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. I X, Z 7/16 X 3/8 S 1000 si-c I 00 0 AM T jAmp (TYP.) 3 Y P APPLIES TO HEAD &* SILC -WHERE I" X 4* & 2* X 4' TUBE, MULLIONS ARE USED JAMB (TYP.> JAMB (TYP.) TUBE MULLION . APPLIES TO HEAD & SILL WHERE I*, X 2* I- X 2 7/16- TUBE MULLIONS ARE USED 18 X 1/2 SELF #9 X 1/2 SELF aS X 1/2 SELF TAPPIl IS X TAPPING SMS INSTALLATION AW�CR TAPPING SMS TAPPING SMS DETAIL '8 WOOD SCREV 4i (TYP) "T SILL CUP SEALANT ICrVECN SEALANT ICTVECN ��p 18 X I-I/Z*SCLr VIADOV FLANGES SEALANT BETVM VINDOV, FRAME TAPPING VINDOV FRAME 'MuLL104 SMS 16 MULLION EMBEDMENT MULLION #9 X -1-112 SELF S. #S,X 1-1/2 SELF. SECTION A -A $W-4THM TAPPING SMS TAPPING SMS DETAIL C SECTION. A '(3) SECTION c4). I X 4 X 1/8 1 X 4 X 3/8 AUXILIARY- PL&TE (FOR ADDITIONAL. ANCHORS' N RCO U I It C V) TU E 'N TUBE MULLION L TUBE ULLMN. .. . . . . . A A 1000 S IODO S.H� 1000 S-K # cd JAMB (tYP.) 8 (typ.� JAMB (TYP.) #8 SELr.TAPPING SMS (TYP.) DrTAIL R MULLION Lo #9 X 1/2 SELF 9 X #a x 1/2 SELF ELEVATIO TAPPI TAPPING SMS TAPPING SMS MEWED FROM EXTERIOR IMMNATIONAL, INC 'FLORIDA EXTRUDE11-1-1. SANFOO., nOFZA Trrlx: SER. 1000/150.0 FIN SHEET I OF 2 VERTICAL- MULLION SECTIONS....... SEALANT BETWEEN SEALANT DETVCCN VINDOV FRAME , I D MULLION VINDOV FRAME 1, MULLION SEE OTHER SIDE (SHEET 2-OF FOR 08 X 1;-1/2 SELF: 49 X,1!-1/2 SELF DESIGN -PRESSURE CAPACITI�S.'.- TAPPING SMS TAPPING - SMS , - - �: .:,-,,. DRAWN By. MSH APPROVED BY' SECTION A -A 5ECTIOW�-A L�) DAT9:2/6/02 IscAm: NTS' IDING.: 'IVMF-IN.- lorv. X 2 X 1/2 toon I X 2 X 3/9 ONE BY WOOD-- DETAIL C jAmz TYP.) T'J!--r MULLION L 3tXK BY OTHERS CONCRET7 OR MAZN; By. 8TH6S 'X I IIAI tdIN, ke X;!/2sSZLF #9 t/2 SELF EMBEDHENT T . =P NG M's TAPPING SM.i SEALANT lrTVST-N SEALANT. JETVCEN DIA, MULUZN a X 4 X 3/1 TAPICQN SCRrV-ANC6 OR a X 1-3/2 SELP MV.Ll3.N TAPP,.%'C- SXS !,ApP;N-Z S14S , .!NS-J-L'_ATION CL. 'ICC '0 EECTION.- —A !'l) ECTON A —A (2 A,!;7 )NCRE HEAD 'L!,*N TO iEAZ.r& SiLL: VKRE 'I"X 4 i X. 2 7/i6 X 6 �_ I X 1 7/16 x 3/6 1000 Z.'Ll- 2' X eE MULLIONS'AAE JsE^l. u '. TUBE. MULLION IOU, SA, IC-00 S' �c I TUBE MUO.LjOk JAMB (TYP.) JAM? CTfP.) JAM3 0)---7AII #e X !/2 SELF INSTALLATION ANCHOR S x /Z SLLr 4AM 9 X 1/2 SELF .19= TAPP'N�5 SUS 3 /11 S' DIA T A,0 C C44 A TAPPI.4,- SMS i TAPPING SMS V A, SCRZ\W ANCHOR YP.) S 'LL ILL CLIP.1 #a k 1-112 SELF SCAL;Wt V_-TV_rEN \L SCALANT DEC T 'VEEN VINMV FL*Wvc$ Nt— SEALMT IETVCEN TAPPING SMS VINDCV FLAtiGES VINDov rLAONG-ES L KLLION I P4, MIR EMBEDMENT I XULL ION I MULLION #8 x I-VE SELF TAPPING SMS. 49 -X I -1/2 SELF TAPPING'SMS Dc'TAIL C PRECAST SILL 9 'f� OTMC;S A-'.Iyl! IARY PlAT-F SEC110N A —A (S) _LrQTi0N A —A t'4) (rc-R_ ADWTICNAL ANCKIRS, V�mEN RECUIRED). I x A x 1/6 TUBE MULLION x 4 x 3/6 TUBE MULLION L B.0 _T 100^ CA JAMB (T;�.)' lam im. JAMB (TYP,) 09 X 112 SELF TAPPING SMS LAIN SCA t SET%.ICC4 V!NDOV rL"ES L MULLION we x I-V2 SELF A, PIP4 SXS_ SECTION A;�� A tA. SE.-F Win i tniq SMS (TYP rF'rAll R 09 x In SELF MEWED FROM EXTEMOR OMMAnONAL; INC FLORIDA EXTRUDE -S 71R - SANF-09D.- ftORIDA TrrLE: S E R, 1000/1500_`FFLANGE� SHEE.-T 1, 0 F 2 VERTICAL MULLILIN' SECTLONS SCALAMT�IETVEEN PLANGES SEF OTHER SIDE (SHEEV`2 DESIGN. PRESSUREI C4PACf-TiM:!� , X8 X 1-112 SCLI F DRAWN BY: M S P, 7F_ FEB 15 1CS APPROVD, BY.- ECTiON A —A (tl St iDATE:2/1 /02 1 ScALE: �4 T S D V G.: , V.11 F I Ro 1000 S-�J -1 /-1 x 2 x i/e MC !.H. JAV,9 (TYP., .1 TVBE ?V.LlS-N ;Ami CTYP.) tf N 1/2 SELF TAPZ?!r4 SMS I x 2 x 3/9 TUSZ 4UL;_l0h #9 X 1/2 S--L,- 4 X 3/6 TAPPING S.4i a xv, TUBE 'jj:L, M'N SEM-Am. 2CMEN ie V4NDOW FLAhaES rLANCt! 7" A .'-)/Z S---LF L �L_06 X i_;/1 SCLF TA?PIK C'rCT,'O,N A -A (I X 2 7/!6 X !.19 Y 7/16 X 3/e TO.BC KJLL',O.',' "I MN 103c S.M. I= S - H aTUBE KILL, JAM3 (TYP-) SCALA T JAME (TYP.) VIINDOV *8 x 1/2 SELF. 6 X 1/2 SELF TAPPING SMS TAPPING Sms SCA�Ar4T BETVCCM SCALmT JETVCEM WINI)CV rL.ANGES Vlhrov rLqiGES —V \—#9 X 1-1/2�SILF ,L L KUTOM TAPPING-SMS SE9,TIC)P4 A -A (.)TAPPING SX . S, k�TIQN'�-A' 4 I x 4 x I/e I X 4 X 3/0 TU3 . E MiLLION TUr(tj�l . �LION "zoo, � Aclr - Loco S.M. —1 1000 S.H. -I jAx, -Y,-.- J6.1? (TV13) 6 x 1/2 SELF 1/2 SELF 'a X TAPPrNG SMS TAPPING SMS 1. 5 11 V., p �i, - _6i;��,_ 1 S2 SEALANT DETVEZN SEALANT BETWEEN VINDOV FLANGES 4/ vjND3v -r- AmaES _V x8 x 1-1/2 S--L,- L MULLIW TAPFING SM. 48 X 1-112 SELF 'TAPPM SMS SECTiON A -A (5 SEQT;QN A -A "16), I .1 TYPICA.L vERil.AL TO HOR'2CNTA-L MULLION TO POLLIC.14 lx PULL ,=INTERNAL cL,si- AX DR.. P_X mil-L.(-,Yp,) s INSTAL- AtION ANC tCR IZTVEEN il� TAPCON' Fut4ES X8, X 1-1/2 SELF �CRCV MCLW—q c0p., TAPPINC SMS .VLLMQ 111-L CUP SECTION 6�A �'-Al VV 'MIX EMBEDMENT Lt, By MEqS ffj_A I AUXILMY- Cr"�A A3MjTlOKAL.AW_lQRS. WEN REQUIRED. 0, T V A.* A I w F 1APPI MN ELEVA7 I q�% I _, 0 �AEWEUM FROM EXTERICR t - INTERNATIONA1, INC FLORIDA EXTR UDERS. SA.NFdRD,:- nORMA T=:SER 1000/1500 FLANGE SHEET- 1, VER.TICAL MULLION.T.NTO HORIZONTAL' S E E OTHER' SIDL S �JEEtl 2.. -OF 2) ;,7OR DES 115N'.. OR' URE' 'CAP,AC..l,TlES.. FEEB 15:2GO2 DRAWN BY: MSH: APPROVED,,BY, DATE:2/6/02 ISCAMINTS IDWG.: . I VMHMFLG.. SEALANT $CTVCEM WINDOW FLANGES & MULLION I r 200 P.V./DESIGNER SILL (TYP.) ' 00 X 3/4 SELF 4 TAP ING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT ICTVCEN VINDCV MAN= 1, MULLION APPUES'TO HEA0 & SILL WHERE 1' X 4* & 2' X 4' TUSE MULLIONS ARE USEO AUXILMY Ria OETAIL 2000 P.V./DF-SIGNCR A3KTMW4 AMCH=. -VAEN ItCUM.2) SILL (TYPJ 00 X 3/4 SELF SHEATHING ING SMS TI X 2 7/16 X 3/. TUBE MULLIOH,:::J-7� INSTALLATION ANCHOR #0 VOOD \-06 X 3/4 SELF 09,X 3/4 SELF 1000 SR TAPPM SMS 1000 Sj.L TAPPINP SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V./DCSIGNCR SILL (TYP.) 5ECTION A—A__Ul SECTION A —A (2 -kS X 3/4 SELk TAPPING SMS , T2. X 4 X 3 TUBE MULLION FLOBD SEALANT 2"E cF'NT&kL WINDOV FLANGE KLLION SCR.EV (TYP.) EXTCANAL muLUON INSTALLATION CLIP TWO BY WOOD It, Iry BY -OTHERS MULLION'. APO TO MEAO k- SU WHERE V X 2' 2 7/14- TV8C NUUJONS AFT USI DETAIL NSt&LATION AMCFGR V= totcv ---=m CLP, LI ve'. MIN. EMIEDM I'lal KIM. \-#S X 3/4 SELF VALANT KtVam SEALANT pervccm VtNDOv FLANGES VINDOV FLANGCS TAPPING SKS & MULLION 1. MULLION I . \— 1000 Sit 2000 P.V�/1)CSIGN& 2000 PV./DESIONCR HEAD (TYP.) SRI (TYP.) SILL CiYP-7 Oe X 3/4 SELF 08 X 3/4 SELF SECTION A -A (5) TAPPING SmS TAPPING SMS I X 4 x 1/8 1 X 4 X 3/8 TUBE MULLION TUBE MULLION #8 x- i�4- SELF 08 X 3/4 SELF 1006, SA TAPPING SMS. TAPPING SMS 1004 S.M. WAD (TMi' HEAD (TYP.) I EB SECTION A -A (3 SECTION A -A (4) .7- FLORIDA- EXTRUDE" wrmNA'nON'k',,, 'Nc SANFORD, FLORIDA MU: StR, 2000 FIN SHEET I TWfl HORIZONTAL,MYLLION SECTIONS SEE OTHER S I DE ( SHEET 2. OF-1 2) � FOR DE�-IGN...PRESSURE-,,:CAPACITIESii-'��::.,,i )RAWN BY: MSH' APPROVED BY,:;' ;A :2/6/02 ISCAU!NTI.�* lt)lrr.!' 'PHMF'INTP TYPICAL MULUON TO CONCRETE'6 JAMS (APPLIES TO JAMB WHERE I - X 4'. OETAIL 2' X 4' TUBE MULUONS ARE USED) 2000 P WDESIGNER 2000 P.WDESIGNER SILL (im) SILL (TYP.) r I CONCRETE OR MASONRY #0 X 3/4 SELF NO X 3/4 SELF 2YOTHERS TAPPING SMS TAPPING SMS 7/16 X 1/8 INSTALLATION ANC�0 3/161 MA I x 2 /-1 X 2 7/16 X 3/9 TUBE MULLION - TUBE MULLION 7AfCON SCREV MOOR (ryPj EXTERNAL: MULLION ONE BY VOOD INSTALLATION CLIP BUCK BY OTHERS SEALANT ICtVECN SCALANT - KTVEEN viNtav rLANGEs VINOOV FLANW3 & KJLLICM 1, MJLLION KILLION 2= P-V./DESIGNER 18 X 3/4. SELF #8 X 3/4 SELF SILL (TYP.) TAPPING'SMS 2m SK TAPPING SMS MEAD (TYPJ MEAD CtYP.) #a 3/4 SELF SECTION A -A (1) StCTION A -A (2) TAPPING SMS, 2 X.4 X 3/9 TUBE MULLION O.A.F. FL'ORWA B SEALANT BCTVEEN .1/4' MIN. CENIRa VINDOW GE EMBEDMENT.::_ L KA.LMN L P"* T! X I 'P' T a i AP$ TAPP o� FnEo A ig'-X 3/4-SELF t A SEALWT IrTVM TAPPING Us., VtNDGV FLAMM KAI" p 2000 S.K.- 2000 P.V./DESIGNCR 2000 P,V./DCSIGNER HEAD cryn:: SILL (TYPJ SILL.(TYP.) 7�(5 00 X 3/4'SELF NO x 3/4 SELF SECTION A -A TAPPING SMS rl X 4 X'l/e I X 4 X 3/e- TAPPING SMS TUBE MULLION TUBE MULLION ELEVATIO MEWb M& bCtRIOR scALAw-svvak-'. RMWAnONAL, INC :VVMV FLANGES fL0RID4--EXTRVDEPS KLLMN - SANtORD. FLORMA Tmz: SER...-,2 'i-FLANGE SHEE L P" NO DETArL I OTA PPD INC 'A TRIPLE. LZONTAL MULLION-SCCII #8 X 3/4 SELF 08 X 3/4 SELF T PING SMS TAPPING SMS SA SEE OTHER SIDE (SHEEf- 2. OF -.2) FOR 2000 S.K T' HEAD (TYP.) DES ICiN':-PRESSURE.-�CAPACrTIES'---� MEAD.lmpo ..SECTION A#4 '(3). SEC116N'A-A �471 A-'- -7 4 _U4 DkWN BY. M SH - 2LI02 DATE: 2-1 -u? 2HMF-L-GTR---- - ,4.7 I X27/16X 1/9 2000 S.M. JAMS <TYP.) TUBE MULLION JAMS (TYP.) #8 2 1/2 SELF TAPPING SMS i x a 7/16 X 3/6 TUBE MULLION LETAIL -C rrPiCAL VERTICAL . TO HORIZONTAL MULLION TO MULLION 18 X 1/2 SELF TAPPING SMS tNSTALLATm INTERNAL CLIP IX OR 2X MULL 2 X 4 x 3/0 TUBE M(JLLION 'iZ SELF 2aao S.H. SEALANT I SEA VINCov, FLAM TAPPING $MS. J,�MB (TYPJ IX Q.R 2X. MULL v & - MuLLIM oIa X 1-1/2 SELF TAPPING SMS OETAIL #e X 1/2 SELF Imow .4m TAPPING SMS INSTALLATION ANCHOR SECTION A -A SFCTIO A-�A (2) -3/t6' 0tA. TAPa)M SOtEV AN04OR "J low__ .4m SELL CLIP x 4 X 3/8 I X 4 X I/e TU13E'MULLMN TUBE MULLION I t/41 KIK CTVMN-. /7.'7'=!#e! X t-1/2 SELF ;CALAKT 9 'SMS 2000 SA VINDOV TLANGES .TAPPING CKBC04EW JAMB (TYP.) YP.) L.. MULLION JAMI (T SECTION '\-PRCCA NY-- CrTHERS AUXILIARY 08 X t/2 SELF #6 th SELF (FOR'ADI)ITIONAL ANCWORS, VHEN REQUIRD) TAPPING sms TAPPING SMS U' 'T4 LAW 3crVcEN ;.I/ x UQCV FLANGES GES L X jAPP1 tj TY-P TP ......... /40 -G SCALAN CrVCEM cv zS VIKDO TAPPING SMS SEALANT,* JCTWED \-08 X 1 j/2 SELF VL=4DCV-fLANGES FLANGES l, MULLMN A A KAI" oe'x t-in SELF TAPPING SMS 0 SFCTION A -A (4) SECTION -A-A-11) #0 SELF TAPPING TIETAIL I -MEWED FROM OCTERIOR 0. Ep"AT�o A14 "fic 'FLOOD, FLORIDA EXTRUDERSTwom-Ropm -ET, 1V--13F,,- 2 mu:SER. -2000'FLANGE SHE 7ONTAL VERTI.CAL-.MULLION INTb H�OR I VID21 -S z-OF 8),�FORI` Al SEE OTHER JDE (SHEETt,Z. DESIGN -PRESSURE "'CAPAC IT41 ES-.!� i' 18 2k RAYN BY: JBH ...... . . ........ . /02..... jsCAIX:NTS. 1DW -,2VKRMFLG APPLIES TO HEkO & SILL wmERe i, x 4* & 2" X 4' TUBE MULLIONS ARE USEO PLATE WOR ADDITICKAL MOM. VWN 9MMO) QUAIL CENTRAL 6CTUaR NAW-1 SHEATHING MANUFA 0 0 SEALANT XTVCCN VINDOV rLANGCS INSTALLATION ANCHOR 08 WOOD I FUZ 4� L KJLLION SCREW (TYP.) 2000 P.W./DESIGNER 2000 7.VJDESIGNER SILL 4tyP.> SILL V YP.) #8 X 3/4 SELF 4�SELF EXTERNAL KILLION to X 3/ fm TAPPING SMS TAPPING SMS TWO BY VCOD ..STALLATION CLIP BUCK BY OTHER I X 2 7/16'X 1/0 1 X 2, 7/ ' 16 X 3/8 TUBE MULLION TUBE MULLION MULLION SCALA14T lCrV J, EE WINDOW FLAQNaqCS_ 'TAft I L muLLION cs 2000 P.V./DESIGN�R r A SILL (TYP.) - IS X 3/4 SELF 08 X 3/4 SELF L—A Io()Q Sjq. 'TAPPING SMS 1000 S.N. TAPPM SMS #8 X 3/4 SELF HEAD (TYP.) HEAD (TYPJ TAP PING SMS ��2 X 4.X,3/9 SQ: TiON A -A (1 SECT6 A -A .(2 TUBE MULLION, L 1 1/8, MIN EMSEDM SEALANT BETWEEN 'ViEWED' FROM C(TERIOR WINDOW FLANGE DETAIL APPLES TO HEAD. Ar.SILL M40C I' X 2' k 4 -X -2 7/1 G.-TUSE IAUUJQNS ARE V= SEALANT ICTVEEN SEALANT BETWEEN tl&4 MOOS vINDOV FLANGES NDOv FLANGES Vmv scptcv fl. MULLION, & KJLLION (TYPJ 2000 PV./DESIGNEA 2000 PW/DCSIGNER �MWIL CL7 SILL �iYl�.) - #8 X 3/4 SELF SILL '(TYP.) #8 Y 3/4 SELF r I TAPPING SMS 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M. SECTION A -A (5 I x 4 X 3/a HEAD (TYP.) I Vel Mix X 1/8 CMSCDMCNT TUBC MULLION TUBE MULLION 11MRNATIONAL, INC, FLORIDA EXTRUD.ER.S,... SANFORD, FLORIDA TrrLE: SER. 2000 FIN -.SHEET I OF .2 TWIN HORItONTAL MULLI 200 L .0 L P "DE T S A' A' SEE OTHER SIDE (SHEET, 2 OF .-FOR # T T p 8 X 3/4 SELF SO X 3/4 SELF DESIGN PRESSURE CA ACITIES':.,... TAPPING SMS TAPPING SMS mm 1000 S.H. 1000 S.M. E8 20 HEAD (TYP,) HEAD (TYP.) IDRkYN BY:MSH vEi)._ SECTION A -A (3) SECtION A -A (4) IDATE:2/6/02 [SCAU:NTS-,;-.jD.WG.:.' 2HMFINTW. TYPfCAL WULLJON TO coNcRcrE o ims (APPLIES TO JAMB WHERE I' X 4* DETAIL 2' X 4'. TUBE MULLIONS ARE USED) CONCRETE OR MASONRY 2000 P,V./DCSI . GNCR BY OTHERS 2000 PA4/DiSIGNER SrLL (TYP,) SILL (TYP.) INSTALLATION ANOCR 3/16' OIA TAPCON SCREV.MCHOR (TYPJ #6 x 3/4 SELF 06 X 3/4 SELF, !APPING SMS TAPPING SMS CxTmmAL MULLION r-t x a 7/16. X' t X 2 7/16 X 3/9 ONE BY VOODI INSTALLATION CL.IP :TUB C MULLION TUBE MULLION liQCK BY OTHERS. SEALANT ICTVCEN SCALOOrt BETvErNiz Wtml]13V FLANGES WENCOW FLANGES. a, MiLLMN MULLMN MULLION 2000 P.V./DESIGNER 'SILL (TYPJ 00 X 3/4 SELF #8 X 3/4 SELF #61. X 3/4 SELF TAPPING SMS 2000 SA TAPPING. SMS 2000 S.H. TAPPING SMS 2 X 4 X 3/0 HEAD <TYP.) HEAD (TYP-).. TUBE, MULLION SECTION A ---;A (1 SECT ION -A-A (2 SEALANT SMEEN L.1 1/4' MIN WINDOW FLANGE CMBEDMENT L MULLION A vjjiuAcTMR NAME: DETAIL B A F# -------- #9 X 3/4 SELF A SmwT BETWEEN TAPPING SMS WVQCIV "NGES KAIIM 2000 S.M. 2000 P V�lo IGNER HEAD (TYPJ 2000 P W./DEStGNER SILL CiVP.) SILL (iyp.) #8 X 3/4 SELF 4 SE SECTION A -A (5 08 X 3/ LF TAPPING SMS TAP I X 4 X L/a /-I X -4 X 3/8 ELEVATION . A TUBE MULLION TUBE MUL VIEWED FROM ..EXT01OR SEALANT BETWEEN FLORIDA EXTRUDERS VO4DO V FLANGE S 7 SAMOD, FLORMA MULLION OF-2- ThU: SER, 2000.FLANGE IL . "'LL TYPj* TW IN HOR I ZONTAL MULL �ow ;SE�TIONS TA X 'IN 3 #'a. X 3 TAPPIN( #6 X 3/4 SELF \_#9,X 3/4 SELF TAPPING SMS SEE OTHER SIDE (SHEET OF -2) FOR 2000 :,-TAPPING SMS . ..... T, 200a HEAD (TYP.) DESIGN.�PRESSURE, CAPAP,�- �ES� HEAD (T�P.) SEC11ON A�-A�W SECTION A -A 16RAIN MSH TAppli 7BY. D -244ZO2,, ATE, sc :_NTS ffd.? AUXILIARf P M A99(TXK4L AMOOM 00 9=00) CENTRAL FLORIDA B.O.A.F. mAnTAcr=.R NAmE: ?=4 0/9401 A#77?41Qr)eS SCALANt IMCEN LaSTER ME # vtNDQV FLANGCS s MULLION 1 200 P.VJDESIGNER 2000 PVJDESIGKR SILL (TYP.) SILL (TYP..) LL YP #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS SMS, t x 2 7/16 X 1/8 TUBE MULLION VTAPPINC I X 2 7/16 X 3/8 TUBE.. MULLION, SEALANT IMEEN , VINDOW rrLANGES MULLION . \-06 X 3/4 SELF 1000 SA TAPPING SKS HEAD (TYP.) SECTION A—A—ftil SEALANT BCTVEEN SEALANT ICTVCEN VINDOV FLANGES vtNDQV FLAKES MULLION MULLION 2000 P;.V./DESIGNER SILL <TyPJ —.8 X 3/4 SELF TAPPING Sms I X 4 X 1/8 TUBE MULLION _118 X.3/4 SELF S.M. . TAPPINC,.;MS, (TYP-) DETAIL APPLIES To HEAD & SILL. WHERE I* X 4* & 2' X 4' TUBE MULLIONS ARE ED SHEATHING INSTALLATION ANCHOR 48 WOOD =EV (TYP.) L �-,—EXTERNAL MULLION INSTALLATION CLIP MULLION A 2000 P.V./DES�GNER X 3/4 SELF SILL (TYP.) A cio0o =vt ISTAPPING SMS 08 X 3/4 HEAD (TYP.) TAPPING SMIS 2 x 4 X 3/6 TUBE MULLION SECTION A -A (2) 1 1/8' MIN. EMBEDMENT ELEVATION %iEWED FROM:CCTEWR SEALANT BETVCEN vImDQV FLANGE OETAIL APPLIES TO HEAO SILL - WHERE I' X 2* L KLLION I- X 2 7/14-1 TUBC-SWUJONS AAC USED SECTION A —A (5) 06 vmo Scxcv mmm 0.1)v 2000, P.V./DESIGNER 08 X 3/4 SELF SILL (TYPJ TAPPING SMS 08 X 3/4 SELF TAPPI14G SMS 1006 sx I x 4 X 3/0 HEAD (TYP.) 14 if TUBE MULLION #8 X 3/4 SELF T, PPING -SMS HEAD (TYP.) 3ECMN A —A (4) TWO BY WOOD BUCK BY.DTHER FLORIDA. EXTRUDERS-.. SANFORD— FLORIDA TMZ:SER. 2000 fIN SHEET. -I bNS� HORIZONTAL*MU.LLION.SECTI SEE OTHER SIDE (SHEET 2. OF. 2)' -FOR DESIGN PRESSURE.CAP AC I TIES, 8 20in . t*,:, - -I Ap QVEDI� DPAWN BY: MSH PR - _7 ISCALE:NTS JDVG.� �TTE:2/6/02 -2HMF I.N,:,, - SEALANT BCTVMN VINMV FLANGES & MULLION 2000 P v ' IDIESIGNER SILL (�i�YYP 9 X 3/4 SELF TAPPING SMS I X 2 7/16 Y LIS TUBE MULLION TYPICX MULLION TO CONCRCrE 0 JAMS APPLIES TO JAmS WHERE I' X 4' OETAIL 2' X 4' TUBE MULLIONS ARE USEO) SEALANT KTVaN VlNDOV. FLANGES CONCRETE OR MASONRY Mal" BY EITKSS .2000 P.V.IDESIGNCR I SILL (TYR) ,�—INSTALLAI`MN ANOM 3/16' CIA. I . TAPCCN SCREV ANCMPCR (TYPJ #S.X 3/4 SELF TAPPING SMS EiTERNAL KLLMN I X 2 7/16 X 3/8 ONE BY VOOD 247 ALLATMN CLIP TUBE MULLION BUO( BY. THERS *8 X 3/4-SELF NO X 3/4 SELF �,�.,TAPPING SMS S.M. -TAPPING SMS 000 S.K HEAD (TYPJ HEAD (TYPJ SECTION A -A (1) SECTION A -A (2) SEALANT BErVE04 VINUN FLANCE 4 MULLMN 0 Lop'.,, FLOI CENT]LkL Fai SCALANT VCTVCEN SE"T-BETVEEN, VINDOV FLANGES VENDOV. FLANCCS v MULLION 6,, KULLWN C 2000 PIV./DESIGNCR 2000 P.VJDESIGNER ZL YP-) SILL (TYP.) SILL (rYPj 08 X 3/4 SELF 00 X 3/4 SELF TAPPING SMS TAPPING SKS I X .41 X Ve /-I X 4 X 3/4 TUBE MULLION TUBE MULLION ' 0 IL I= if 70 =='E . . . \*,-Ne X 3/4 SELF -\\-.iG X V4 'SELF . ., : TAPPING SmS TAPPING SMS 2040 � S.K- 2000 SA HtAD'(TYPJ HEAD (TYPJ -SECTION A-L�3) St�!JON A -A (4) Ewa P.V./DESICNCR LION P SILL (rYPJ.- SILL Se X X /4, 3/4 SCLF A P Pr T TAPPING SMS X a.. X, 4 x 3/8 Ttnc,.MULLION 3 .1 1/4' MIN. EMBEDMENT. d A X M #S X 3/4 SELF L APPING T PING SMS .-A 2000 S.K 7,. HEAD (TYP.) SECTION A -A (5 'FLEVATIO V1 EWEO -'FROM aTMIOR FLORID EX. s MIWATIONAL INC A. TRUDER --SMaOF X, rLOPMA 7I=: SER. 2000�:FLANGE SHEF-,Ti,1. OF,,2 HORIZONTAL MuLLioN SECT N CC" SEE OTHER SIDE (SHEET72. OF OR DESIGN llPRESUREt�,CAPACl-T,IES qz-E!kV-i 2. . MSH A0090 otyi` 3. fi- 4r y 2000 SA JAMS (TYP.) 2000 �.H JAMS (TYP� TVO BY VOOD DETAIL iY T� Rs BUCK BY OTHERS 1 1/8' HIN. EMBEDMENT 2000 S.H. U X I X 2 7/16 X 1/8 j AND. (TYP.) I X e 7/16 X 3/1) ! TUBE MULLION L BC2 'L' Tvoc.muWam. 2 x 4 x 3/8 'N TUBE MULLION A. SHEATHING 8 x 2 SELF NA8441 A is x A SELF INSTALLATION ANCHOR 10 VMD TAPP Sms TAPPrNG:W SCRCV (TYP.) EXTERNAL MILLION. INS TALLATION CLIP 2000 SR , MULLION I T JAMB (TYP,) APPLIES -TO. HEAD &.SILL WHERE I* X 4' &.2' x,.4' Tuee WULLIONS ARE USED SEALANT ICTVC04 CAL.T J�T, SEALANT ICTWEEM N$:x 1/2 SELF APPLIESJO HEAO &. SILL WHERE I - X 2- VINDOV FRAME VINDaV FRAME TAPPING SMS I- X 2-7/16- TUBE MULLIONS ARE USED t MULLION MULLION .AMrl I Mao.. 449mm NO X 1-1/2 SELF' #9.X 1-1/2 SELF 4YP,. INSTALLATION ANCHOR TAPPING SMIS T . APPING SMS OETAIL OOD SCREV SECTI N A —A (1) SECTION A —A (2) ILL CLIP CENTRAL FWRMA B. -0 AS.- vcTvtEN -1/2 SELF 00 X..l WINDCV, FLAKES MANWACTUREA NAM: TAPPING SMS L- MULLION EMBEDMENT f IWTER M. DETAIL C voop, FRM94 AQXI�IARY7 PL6N-. I X 4 X 1/8 I'X'4'X 3/8 (FOR ADD&IIjkAi::ANCHORS,-.VKN REQUIRED) TUBE MULLION 'Twe MULLION .7. A.' K JAMS (TYP.), C #8 SELF, TAPPING Re x 1/2 SELF. Re x 1/2 Sw TAPPING SMS SMS yp.)... prTAIL a MULLION TAPPING Sms ELEVATIO VIEWED 4FROM. EXTERIOR A WnMA770NAL, INC FLORIDA!.'EXTRUDERS SA"QRD, F RrDA .L.0 Tnu: SER.'' 2000''FIN SHEET 1' 2 VER T I CAL'BUL Ll ON'.-S�C T I Qt4 J �#S SCALANT'ICTVCCN VINDOV FRAME SEALANT RETWEEN VIMWv FRAME SEE OTHER SIDE < SHEE.T 2 'OF -.2) ..'FOR L MULLION 16 MULLION DESIGN PRESSURE:-CAPACITIES- X_j'V2 SCLF.-:_ ITI/2 SELF TAPP ING, SMS I.. . ',TAPPING SMS , . '. f,!, . IDRAWN BY: MSH iPP OVED BY. SECTION 'Am&jj : SECTI N A —A (4) , IDATE:2/6/02 ISCAM NTS JDXG'.� 2VMFIN 90d I.K I 'x 2 7./16 x 1/8 2000 li-L I X 2 7/16 X 3/0 ONE JY VOM -DETAIL LA143 (TYP.) TUBE MULLION, JAMB CTYP.) TUBE MULLION BUCKBY OTHERS CONCRETE OR MAMYR Y By OTHERS 1 1/4' HIM. EMBnNEXT 4 #8 x L/2 SELF 'Ne x in .sw TAPPING..SKS TAPPING SMS IM:9iiLLATMq MOM 3/16' _ZA. :TAP(MN SOMV ANCHOR crypi WMAL NLILLJON ... INSTALLATION CLIP -4 )(1/8' SCACAMT KTVEEN sckj�tr xlrwciw - . ...TUtE MULLION. VINWV fLANGjCS V24M FLANGES L KILLION L MULLION M. sx, I"&W-LJON'To -CONCRETE 0 HEAD No x sw is X I-L/2 Sw JANJ CTYP.) PPUES, TO - HEAOAt'. SlLL AWERE I X TAPPING SKS TAPPING SMS %i mULUONS;Aj .4'.jUaE _S Ec-nON A —A (1) SECTION A-�-A_w #8 X L/2 -SMF 'PING sn INSTALLATION AMOM '3/16* DDL TAPCOI I X 4,X 3YO. I X 4 X. L/9 SCqCV AND= TUBE MULLION TUBE MULLION SILL CLIP 08 X I-L,?'SELF TAPPING, SMS 2000 S.M. 2ow SA ...... L MLILLION il, (TYPJ JAMB (TTP.) I L/4' MR _SEQn0N__A-ZA"(5)' DETAIL C CAST 4nal PRECAAST F 4LlXlU6=p.j is )c L/2 Sw #91.X 1/2 SELF 4 TAPPING SMS _qOR TAPPING' SKS ftVIMEW - a SEALANT wrvam VEALANT BCrVED( VINM rLANGES vacow A.M'GES L MUJ" L KAIM, #9 SaF rAOtNG 10 X I-L/2 SELF x itL/2 SELF sms:cryp.) DETAIL 2 MULLION TAPPING, SKS TAPPING SMS ELEVATIO S�QTIQN A —A (Z SECDON'k-4 VIEWED FROM E)(TEIRIOR. RIDA.' f: NAW MANUFACTin" . I �N ITrrLe: SEiZ 111117.7-1 UEc SHEET..,T-�M Vv� ER'l� SEUOTHER.-, S-j.bE4tHE�T4,.'2.,0F, '1.8 m L DESIGN POL.S.' su DRAWN BY. JBH Z. I .'—Yr `!j'.APp9ovm.vr..ujo Q_�_,� A�l '20DO SA I X 2 7/16 X I/e 2DOD SA 2 7/16 X 318 JAMB (TYP.) TUBE MULLMN JAMB CTYPI) T TUBE WXLIDN 20DO S.M. JAMB (TYP.) #9 X 1/2 SELF TAPPING SMS \L IDLANT KTVEEN VINWV rLA%U & )"LEN 108 X 1-1/2 SELF TAPPING SMS SECTI N-A=A I X 4 X 1/8 IFTUBE KLUDH ME lly W= BY UTH67S 2WO S.M. 1 3/4- XK L MUU JAMB (TYP.) 6a L EMBEEMENT 2- 98 X 1/2 SELF #9 X V 2 SELF TAPPING sms , :. .. ., I . .. . . . . - I . - ------ALTXfLJ-AMPiATEj TAPPINGI.SMS -qoR-iVDMnNAL,��, REQUIRM SCMANT KTVCEN' jCtVEVj vviwv rLAWCS L L WJLUCH VINWV FLANMS L MMLM: 8 X 1-1/2 SELF 0 X ITV2 SELF 09 sMr TAllplf�;Dm TAPPING SMS SMS ctyp.) TAPPING sms MKLWLUDN SECTION A —A (3) 'SEC'nON'A-�A (4) . . . . . . .... VlFWFn ronu rvTrft,bR A . 0 MANINACrURER. NAME: FLORI XTRUDERS--. TrrLF- ER'ICA MULLION,SE TH) MAMR ME r7 E SEE.'13THER. i S- 7. TO 2002 DESIGN PPt-S R, DUU DATM 2 DW� IS-1-7 -, - G4 T T 2 y M Fit -t EN IN, RIN PAC GE G EE. - G 14�A BMDER: PROMCT MODEL/BUTLDING: REVISION DATE: L _.:"c NEW LOAD: ao CARPENTER CONTRACTORS OF AME-TICAL, INC. 3900 AVE-4NUE- G. N.W. VVITNTERHAVEN, FLORIDA 33880 00 PT-1(900)959-8806 FAX (941) 294-7934- David Norris Engineering I Engineenling and Drafting Services Residential - Commercial Plans & Eng. - Inspections - Permitting - Specializing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Phone: (863) 299-1048 (863) 291-6202 Fax: (863) 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 meetinc, deflection criteria requirements. M, 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 roof plane. One procedure that may minimize the appearance.of noticeable deflection7 difference would be the instahation of 1h" = x 16" high APA CDX (or OSB) strongbacks staggered throughout the area of concern, phor 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 over)apped one bay (see detail below). In lieu of plywood strongbacks, 2 x 8 #2 Southem 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 strong ,backs should tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition toany 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 an,,, questions, please feel fre-e-to contact the Customer Service Department at Carpenter Contractors of America, Inc. (863) 294-6449. Sincerely-, David R. Norris, P.E. % �%V . 0 FL. PE# 32186 C' David Norris Engineering .0 10 .32 STATE OF 7=5 % % X/O Ax. %%%% llit till 11% /-/ — _r 7 6)-f— (MAX DEAD LOAD) TO WHOM IT MAY CONCERN ANSI/TPI 1-2002 under Section 6.2.1.2 requires that when the dead loads are applied on a projected horizontal basis, the effect of the pitch may be taken into account. For a top chord nominal dead load of 7 psf.15psf or 20psf the equivalent maximum weight of materials is shown below respectively according to roof pitch: Chord Pitch Max. Material weight (psf) FT -op 0.0 7psf 15psf 20psf 2.0 6.9 14.8 19.7 2.5 6.9 14.7 19.6 3.0 6.8 14.6 19.4 3.5 6.7 14.4 19.2 4.0 6.6 14.2 19.0 4.5 6.6 14.0 18.8 5.0 6.5 13.9 18.5 5.5 6.4 13.6 18.2 6.0 6.3 13.4 17.9 6.5 6.2 13.2 17.6 7.0 6.1 13.0 17.3 7.5 5.9 12.7 17.0 8.0 5.8 12.5 16.6 8.5 5.7 12.2 16.3 9.0 5.6 12.0 16.0 9.5 5.5 11.8 15.7 10.0 5.4 11.5 15.4 10.5 5.3 11.3 15.1 11.0 5.2 11.1 14.7 11.5 5.1 10.9 14.4 12.0 5.0 10.6 14.1 For a nominal bottom chord dead load of 10 psf, the maximum wieght of materials is shown below: Bottom Chord Pitch Max. Weight of materials 2 9.9 2.5 9.6 3 9.7 3.5 9.6 4 9.5 %�. 5 9.4 5 ", 9.2 5.5 9.1 6 8.9 Prior to fabrication, the building designer must approve that the maximum weight of materials have not been exceeded. This letter is only valid until September 30, 2006 Walter P. Finn P.E. 0 Gauqe H A L P 111 E 17' Alpille,Fligifiecied Products, I ahcs CIO,, 14, 33844 4C ,N11 Design Crit: TPI-2002(STD)/FBC 'Vt 7. 20-09L&O QTY FL/ - /11 - I - /R/ - Scale =.25"JFt. Wave CqJRT=1.00(1.25)/10(0) ,I TO -WARNING" HSSF 5 ,RQ(OUJIRE CITNEMENCARE IN FARPICATIOW, OT,IMG. SHIPPING. INSTALLING AND BRAC ON ONE T SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSIT TUTE'"'B, TC LL REF R081--48357 DATE 1,0/19/05 RFFE TO 1 -03 TO I TO FIG a N C:J iE RPRI; 0 , 0 OF R 10 DR.. SUITE 200, MADISON. Ill 53719) AND WTCA (WOOD TRUSS COUNCIL Of A.ERCICA.0630 Ell INDIC THESE FUNCTIONS UHL SS THERNISF 7 TIC DL MADISON, WE 51719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING - SMALL HAVE A PROPERLY ATTA CHED 2 39 DRW HCOSROBI 05292313 TOP CHORD SMALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD R '1 0 CEIL JOG TO BC DL **114PORTANT-FoRNISM A COPY OF ToIS DESIGN TO THE INSTALLATItt. COTITRACIOR, AtPINE ENGINEERED 15 AN" 1A,1L "' """' I "' S! Gll�� OF Tat BIC LL HC-ENG DR/DR Raj LH, RESPONSIBLE FOR ANY UJV(AI1UH INC. SIIA1 1, RANCH IlJrRoM 0 .1 ALTO PRODUCTS, I IT 'IF TRUSSES IPIJ�S 10 CONFORMARCE Wo IPI; 09 FADPICAl fill. r. SH:F1 [Noll. VILI 11 STATE OF R CII ON I IT A' 11 F PH-1 �11!VIS (It NOS ("AV l"M of S Jr.. Sr F, 1: P , I I I" IP1 . MPFN -!P % .401 T01 LD. S E Q 14 63532 -SN (IORNFI,A7F1 I "I'll " 11/1" , R P1,1111111 VIP oQARIOV'S 'lqA rA.IFS TO EACH WE .11 1 IT I - ANY 111SPEC11011 OF PLAITS -ILf' TOO ev (I) still I pi PEI; �Rfff% At 1), It'll 211,32 SE( 3 A SE At OUR FAC FROM TO It " ", ", I ' To" ""'OR I 1 14, 11 '1'X"F` "ME T. . R11Po.1I11I'11L1I'f111",.N Of I """O..... It OR N IMF S I A IT ITS SPACING JR -AD 1 EF R081CSO] �, L $1' 2 BUILDING IIFSIGHFR PfR AVISI 3 WA43 e December 12, 2002 A Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code. Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 1) 100 mph fastest -mile wind speed. 2) Residential construction. 3) Enclosed building. 4) Maximum wind dead load shall not exceed 60% of total dead load. do meet the wind loading requirements of the 2001 Florida Building Code for: 1) Up to 120 mph 3-second gust wind speed 2) Residential construction. 3) Exposure B. If you have any questions or if I can be of further assistance, please call me. ALP I HE Alpine F 'itgirieved ProdudS, Inc. l I 'ily, I ail es C -L 33844 INSTALLING AND OR ACING. WARNING.. TRUSSES REOUTRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. 3 CST I UT 0 1 *6 COMPONENT SAFETY INFORMAY�Ok 1. PUBLISHED By IPt (TPRUS 5 PL�T INSTITUTE. 56 PETER To 8 '03 (B L TC ME I ' A - "'0 .. ERR F R. O'ONOFRIO OR.. SUITE ZOO 0 W A WOOD ]RUSS COU"C:1.01 A ,ON � .. ..... AN CA A "C To PERFORMING C -1 C ED, HQISO . HE 53719) TY PH C S III THESE FUN 1 0 IINLISI ()TH1 RVI�11 I I;'AIL Top C LD SHALL 14AVE PROPER(Y AT I ACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED 00 RIGID CETI[MG. IHP0RIANr** FURN(Sl� A COPY OF THIS OESJ TO I'll ?ON C,00TWTOP 1,LITOE F14GINEERFU pp(II)kjCIS. INC. Sjj�jt NI)l Mf RE PONSiBIF IIIP D(IIATt011 ."I;" ]HIS Ukll';14, .1v FAIt1JRE 10 RUILD 114E IRUSS IN CUIMORWINCE wIfH IPI: OR IASW�TIOG. ItAHIIII�G. M41-IN(l. 111SIAILING A APACING uF IAU�S(3 , 1) 1 ommL BE I'- ALPINE I,fll. Al I IC"." ", 'm III e 1, APPLI 11 F_ 00 1 MAT`1E Of 70/111/1 (II,111S , V; "I" I; P. N. F, APE ii 601 PL�7�� I E-01 'III IT, A00, 11 Is I UPWIS1 0", PLC N FIT OFAIIN 1.1 1. 0 t - II X SA' ANI IRSFEC190" Of PL&IES Quawin P" III IER I A flX51811111Y SOIUJ I fO9 III( JAUSS MRAWIN6 INnICATrS AC((PfAK4J (11 FFOF[Si1nIIA( rnG(NFFP.J1I6 PESF I R rampotani DFS,16. 511-11 I.f SkI1111111 I,, "I'D U,51 OF "ts 1:0.1PON(NT TOP Aflf IIIJ11011IG IS IflE OF 1111 PIT( 0 IN r, OFSIAHEP PER ANSIJIPI I SFC WAVANINAWR REF R081--48357 F —W HCUSR081 05112A63 . . ........ . . ........... STATF OF HC-ENG JREF- R081CSDIAD -1 ANCIJORAGI_-'j AND RESTRAINT OF-' LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. I COMPRESSION WEBS, --TO PREVENT THIS BEFORE AND AFTER FAILURE, ANCHOR BUCKLING. D—R- —REST�RAIN 1HE 1ATERAL BRACING! CONTINUOUS LATERAL BRACING (CLB) MAINTAINS SPACING. BUT PERMITS LATERAL, BUCKLING OF ALL WEB MEMBERS AT THE SAME TIME. nphPINY'. pr)p TRIIIISFIS FICT . 2 _&�[cHQ A F By BUILD SIGNER _R_� INq DE (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). I [ISE METHOD SHOWN IN FIG. 2, 3A & 3B. OR ANOTHER STRUCTURALLY SOUND METHOD SPECIFIED BY PROFESSIONAL, ENGINEER Of? ARCHITECT. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB WHEN ANCHORAGE IS NOT AVAILABLE AS S14OWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR MEMBERS ARE 2X4'3, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOT70M 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. "3 A FIG. "lt EXAMPLE TRUSSES DIAU-NAL —BRAgE RESTRAINT (DBR) WITHIN -!�HL UNIT (4A & 38) SHEATHING ANCHORAGE ( BY BUILDING DESIGNER) INTO SOLID END < APPROX. WALL -- RESTRAINS LATERAL 45�— BRACING, THEREBY PREVENTING WEB RUCKIING. CLB C11B COMPRESSION WEB CEILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT COMPRESSION WEB. SLOPING OR VERTR OR WEB NEEDING BRACING FIG. 313 2X4 #3 OR STUD GRADE DEIR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVAI-S TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d (0.162"X3.5") COMMON NAILS. —WAPNING- TRUSSES PEOUIRE EXTREME CAPE IN FABRICATING, HANDLING, SHIPPING, INSTALLING *AND BRACING. REFER Tn H[R--91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI ( TPUFS PLATE INSTITTIIE, 583 D'ONOFRIO DP_ SUITL eOO, MADISON, W1. 53719) FOP SAFETY PRACTICES PRIOR If] PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEPLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAu- HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT.- FURNISH A COPY (IF THIS DESIGN TO THE INSTALLATION 10NTPACTOP. ALP114E ENGINEERED PRODUCTS, INC. SHALL NET BE PESPONSIBLE FOP ANY DEVIATION FPOM THIS G, TIES GNj ANY FAIII)PE TO pillf,il THE IPUSZE- H B I I IN CONFORMANCE WIT TPI; OP FA P CAT N ALPINE iJWiDL[NG, f:HIFF'11113, flISTAtf-1116 AtIr. PrA-ING [If- Tpul"�F- PF�IGN CONFOPHS WITH ow�liom4i- til,flGil -F'Cl IFIf,'01011 PUBLISHED FIV 11-IC APPLICABLE I'Povismii- or No A14D TFI.' AT I'VIE 1,1111NEC-10P. , IPF, H"14� (IF -(fGA If FOP AMEr.jCA Er A111) �Af[P A �OCIATJUW ,%��TW A-513 6PI(I GAL',' STEEL E,<EpT 110-ri 4r,r'L'Y Coljllfj�TEP' T9 EACH I'Aff Of IRUS", AND, 11111 - F.�f n I tirrhsF ti-ir-AlEff !.Ill lfll� PF�1614. Fn',Illflli ':F)tlllFCI(IPS PFF' ALPINE ENGINEER170 rRODUCTS, INC. IIPZ;115C,� ;0' A - I Hf -,IAI 1114 1141-- PFWIil4l� itI0I(,jt - j(-Frj,)Ip , (Ir Pprjff� � intIAL POMPANO BEACH, FLORIDA (116114CEPINF, F-C-6-111-1131LIT, 7,111 rl-, ill;? Tiff, 11`11— FII;!lIIIIf1`fT DF-1611 -,IIF3,drl TfIL D I UIT"1311, 11 , VI , -I-,E (IF III;-, ( (Ilif-11111, ill FOP "th i"'PTI011 14" P111, 11111'i I" lik Of' THE B11ILL11i PER �JK'Iilv'! e, 11V t No.22839 IOVw Q�,00%TATE OF THIS DRAWING REPLACES DRAWING 137 REF BRACE RESTRAINT DA'rE 06/25/99 DRWG BRCLBANC0699 -ENG I<GF//IKAR P5 . I A 11 9 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 common nails and for 0.128" x 3.0" pneumatic nails. FL/-/11-/E/-/- "WARNING" TRUSSES REOUIRIF EXTREME CARE IN fABRICAIJON, HANDLING. SHIPPING, INSIAI.I.ING AND BRACING. REF ER to RCSI 1.03 (SO ILOIAG COMPONENT SIFFIY INFORMATION). PUBLISHED By TP9 (TRUSS PFATJ I.S71JUIE, 583 G-OXOF 0 . U TIC 2 - I "" AND RICA (WOOD TRUSS CnUNCIL OF AMERICA. 6300 ENTERPRISE (N. MAGISO:I W�JR 3751, lol"Al"I""ORC TICE"P R TO PIERFOR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICAY(O. I%J0 At PA A TOP CROP 0 SH ILL HAVE PROPERTY ATTACKU 5 C I UN REFS NO BOTTOM CROWD SHALL HAVE A PROPERLY ATTACHED RIGID CETILIRA —IMPORfANG 1UP.IS" A COPi OF 1111� OESIGN 10 THE (IISTAktATION CONTRACTOR. �IPIRF (.11"E"PE" 1111"111111 1111 IN' 11111 11111 0111614� All IAILHIII "I I'll I ALP I NE T.US, (" Comnol.�N--f 'S tt'". R11;1111H�l 'I"o - I IIAII"G OF 'D (I H'H: 11 A I "n �' I, S "I "I I IF "', 0, 't' I E. I, t I I , I ITS I IF 0 0 "1 " Ell I & 11 AND Ifl. At r I III: R, A '1 0 , A..". RH I "1 14 - I') I C, 'WIT 0-,; , "'110 I :, "I IT, F, ;1,, 1 .11, 11.111, All 1"1"F 'I , 1, if I I.. (IF P,A , (HI 11FItH 81 111 5111:'Ip 8 F PER AtA41flf X A' II'VI I E , ON Alphic Engineewl Noduct-;, Inc. "IAIGINGS�14N IT( AIF� Af(I'VIAH011 Q] PP1I((SSI0HA( FrInG 1 11" sot t IF I FOR IRE "I IIH SUIIAGILIIY AND HSF OF [HIS CGHPOR(III filP ANY RUIIOING IS IFIE Of IIIIE Haines City, 14, 33844 101rNit;tIre rill ANSI/41`1 I %fC, STAIF OF REF R081--48357 05108CGL _�R(38 - 1 ---- --------- --- A.5 2 JREF- R081CAFAD (AS4 02) 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. I 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 ON THIS 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. 06 (A2) 34" MIN IIN 34' MIN (S) 3 X 8 W�- 2X4 # 3 SO. PINE WEB ONLY. Customer Specific Details - IAI� it 5cale =.3125"/Ft. PLT TYP. Wave TPI np-ion Crit: TPI-AO2 7.02.05 OTY: FL/ -..WARNING** TRUSSES REQUI:f EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACE ' G - TC LL PSF REF R081-- 48357 REF R U, I MG CON ONENT SAFE:YAMIONFORMATI(ON). PUS I ISHCO BY TPI ITAUSS PLATE INSTITUTE. 503. A *% ' 0 1 TCA WOOD TRUSS COUNC AHCOICA. 63 0 ENTER " " % 'DIST W01PS375 THE UMCT�tilff tf a N:1 0 OHOFTOORCS1."31TE02OLD :. ATCD. DL M III IOR 141A TO WPERFORMING SE F TIMENW( TC PSF DATE 03/28/05 R S I G S UM SS ISE I 0, CHORD SMALL HAVE PROPER R P A A T LY ATTACHIFI) STRUCTURAL PANELS AND got T 0" CHORD SMALL HAVE A tV ATTACHED 0 R IGID ClItING. BC DL PSF DRW HcusRO81 05087468 —IMPORTANT" A cop, or 1,1% OESJC�N 10 Tit INSrAtI,%TIo" COMTOAC(OR� AIPINC (NGIMURFO AMY FAILUQ( 30 Sillin IMF -ENG JWC/JWC F G P AH� OL 11 lAll"N '"" "IS DESIC"; JUG STATE OF BC LL PSF HC P%G`r�' AORKAIING. H NO Agile A:�, or IMAsscs Lit CE ."M : 0.1 ;01 % G C A L I ilO At A) 11 T Ll' I Itir PSF SEON - 52836 G ...... .... i 'r A. , V PRay . SIOUS Of IlOs (M� H 1) 1 RA.IH,;1 IIPA' . ...... COONECTO FkATFS ARE H91f (if 76/18/166A (W.M/S/Vj A511t A653 GRADE 40/60 1.. k!H.5) OIL V. Still . P TOT. LD. I"I"FrAffs 1 0 0 f AS4-02 1950 Mailey Drive it; 010,911.1 1 f A"" 'U"'OH'il, F �A ANY BUILDING "MM't. SPACING 24. 0" JREF - R081CSDTAD I laines City, 11, 33944 nogill[MG DESIGI]CP PER AHSIjlPJ I SCC, 2. Y ANY INSPECITOM O� Pt�IE' 101, "WED ' ( I IN X AT 1 1102 SfC.3. SEAI, DUR . FAC I Alt S IRO EACH fl,(E Of IR11- All U l,$S 'iMil O(SIGH. POSIll- I(It if f � I � Ploducts, 11C. F ""_r , PF FF55ION't _il"F(PI11r, Pf OM�Jjjfj I , 0, C6 OR pir TRO5S C(OWOMENI TUT< nUC DRIPPAOrn rRnm rnmpllTFR INPIIT (I OAOS & DIMENSIONS1 SUBMITTCO BY IRW,�) M�K- �AZ)n - UZ) TRUSSES BUILT PER THIS DETAIL DESIGNED TO HE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 FT MEAN HGT, ASCE 7 98. ENC. OR PART. ENC BLDG. LOCATED ANYWHERE IN ROOF. CAT 11. EXP 8 OR C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2- O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED 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 L 2L MINIMUM ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCOL 15.0 PSF TCOL 15.0 PSF TCDL 20.0 PSF BCOL 10.0 PSF BCOL 10.0 PSF BCDL 10.0 PSF BCOL 10.0 PSF TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF DURJAC. 1.25 DURJAC. 1.33 DURJAC. 1.25 DUR.FAC. 1.25 PLT TYP. Wave TPI-2002 Design Criteria: TPI(STD) 0CE-1A "%U T Y 0 FL/-/I/-/E/-/- ..wAR NING-:1TRESSES REOUIRE EXTREME CARE IN FABRICATION. HANDIING. SHIPPING, INSTALLING AND ORACING. FEE E IT To 0 C 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED By FRI (TIUSS PLATE 111T """ ' TC L L 20.0 PSF O'ONOF 0 DR.. TE 100 111". 11 131111 *111 "C� 1.011. INUll COUNCIL OF AMERICA. 6300 ENTERIRliE"L.. MADIST .1 537SIU)i R joy P C s PFORMING THESE FUNCTIONS. UNfl,FSS OTHERWISE INDICATED. ED S�'Ill 'A TICE 'P'D. TO P, PANELS AND BOTTOM CHORD SHALL HAVE A PROPER(Y ATTACHED TC DL 7.0 PSF TOP CHO�D $HALL HAVE PROPERLY ATT4CWCO STRUCIURAI. RIGID CEItING. 0 BC DL 10.0 PSF **IMPORTANT** rupufs" A copy OF Tois DESIGN To IN' fIlSfAIL�lInIf CORIPA(VOR. ALPINE ENGINEERED ATPNS5 AL P I N E LPINE PRODUCES. IN(. SHACI NO[ HE RFSPONSIPI C FOR ANY DEVIATION FNOM ]HIS DESIGN; 6.1 F.IIuNf To OulfV 1"r "A'"'I ING- SNIPPING. J:SIALLlNG &UP-L�1:14G Of TPUISFS STA-rF OF BC LL 0.0 PSF __::I 19 CONFORMANCE WIT14 IP N't ES FIE Sp f I IT Co P I Pp IC I n 5 s 0 0 1 cc 9 f,) A 0 A PlIff 1 6 HF0 .5 lIE PN- 51 N (11 -0 4 TI -4 1 11 t� t P " " , D m (A HE " ARF MAO( 'IF 20118116GA 1.. 11 ""0 IN, ",1, 'Al 11211 1 In CS I OF tl �C 1-01'. LD. 37.0 PSF A. "I's 1.0A-2. FS A 1: F 7 SS �40. HL 01HIPW III', DESIGN, l'ift" P I T I P I� III o No N C'5 5"Alt Of, PER kff"fK Al ol IVII 2002 SEC 3� SfIt )A T.Is .. ...... Alphic I-,ngineeted Ilrodticts, III C" Ilaines City, FL 33844 A fil INSPECTION (IF PLAITS F0iI,OWFn By (1) ' AWj,:r,IflIIjcAIES,N,-EPT,- -C (IT, PROF FSS Pf"GINOF P. ING PESPOOS(fill ITY SOLELY F(W. THE TRUSS COMPONENT P 5 ITA:l I LIT AN 5 0 S OFORENJ FOP ANY BUILDING IS IMF R1.WOfiS(66IY Of IKE DOUI(IOING OAESIGKfR PERSURSI/IPI I S((C)-"2f DUR.FAC. SPACING 1.25 24.0" REF R081--48357_ DATE 03/28/05 DRW HCUSROBI 05087492 HC-ENG SEON - 24952 JREF- R081CSDTAD kAZ10 - V4 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 S17F ACING T OR L BRACE SCAB BRA F 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 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 x SCAB BRACING APPLY SCAB(S) TO WIDE FA NO MORE THAN (1) SCAB PE ATTACH WITH IOD OR 126X9 NAILS AT 6* O.C. BRACE I 60% OF WEB MEMBER LENGTH CE )LT TYP. Wave TPI Design Crit: TPI-2002 7 . 0 2 . 0 5 0 T Y FL/-11/-/E/-/- Scale =.25"/Ft. -WARN ING':, TR US SES DFOUT RE EXTREME CARE 10 TARR I CATION. HANOI ING. SHIPPING. INSTALLING PLATE AND RRACINGN3 IN TITUTE 5 T C L L 30.0 PSF REF R081 --48357 Rff C 920toD '06 COMPONENT SAFE;IANN1. PUFUISHED BY TPI (TRUSS To IT '13 R ' i I DR.. OTT' 7' '3719 ME A o 1111 U.CIL OF AMERICA. 6300 E MUM IT E L. ME 537S19) FOR SAFETY "A"TC" ' I OF TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWI SC :":,A".. TC DL 15.0 PSF ' i DATE 03/28/05 MAOIST TIP CHORD SMALL HAVE PROPERLY ATTACHED XUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED .2 RIG to CC I CrUG. : - BC DL 10.0 PSF DRW I'��.�.—��.--,-.-....,-.-,�"..I HCUSR081 05087483 1.1111 . . .. . ..... X -IMPORTANT- fU,"Il" A Ca:1 OF.THLF1 DI%1H I I'll INST1111TION CONTRACTOR. .tP:.( ENGINEERED FFU, B IS 00 51 IF TO AN Y OfVIAI ION 0913H ]NIS DESIGN: ANY FAIL URI I"Fei'llo THE 1. OF BC LL 0.0 PSF HC-ENG ALP I IF FPOOl) TS. INC, , "At L t T�U ISMI" C.111MID MARIE WITH IPI: OR FIOPICAI IfNi. IIAHO( IMF, S.11PI.I. ING A FOR ACIHG 0 1 0 *. S-TATF . .... .... . . RMS W I IN Ap rt I CAST I PRO V 15 111115 Nf TIFFS IN A I t 0.1 L OE I ON SP El. 9 Y A' &P A) AMO I P I . Lp,. Ii GRADE 10/60 5 TV. S'Ekt, A"F P � 1 11 11 - IS 0, TOT A D 55.0 PSF SEON 52927 0 PLATES ARE HADE OF 2(1�1(406 1.. ./H C.40cl SGA SIM W I TLAIFS tqcfTfu I'm THIS ofs;r'". M: P ORIFIEIM.S 0160A TR 1,1111 IACI 01 "I'll AND. "I'S S;I:o PC A., ..,p ", IF "A", " , . , I j .. FIE I IF IF, 5 1 A 11 E 0 OF f OWED I a AN x A 1 11 002 1, 5 It . j�AL --- --- C F. PRAWING TFIAICATES ACCFPVAftCF OF PPO(ISS104AI f0lGiNfERITIS, �FSPOJISWIITY SIT El f f`FO I OF RUSS ON,Q!H'I OUR . F A C . 1.33 AS8 -02 Alpine Engineeied Prodncti, Inc. Haines City, FL, 33844 OF$IC.N $110 0. [FIE 51)[TAOIJ IT( AMD USE Or JUIS COMPONFRT TOP AM� BUILDING IS THE Of THE Oil It 0 ING IYES101fli PER �IISI/IPI I Sit, �. SPAC ING 24.0 JREF R081CSDTAD I (WA6 - 02) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 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 2-160 NAILS OR 3 GUN NAILS NCONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-160 NAILS OR 4 GUN NAILS. 5 TO 7 3-16D NAILS OR 4 GUN NAILS (TYP) 2X4 SP #3 RIDGE I BOARD CRIPPLE ... 3-0- OC. MAX ( A (TYP) TRUSSES BELOW @ 24" OC. 3-16D TOENAILS OR 4 GUN NAILS MAX CRIPPLE SPACING 3-0-0 2-16D NAILS OR 3 GUN NAILS (TYP) THIS DWG PREPARED FROM COMPUILK INFUI (LUAU�> & ViMtflZ'IUPI�1) �UDMI I ICU C'' lmu— NOTE: EDGE DISTANCES. END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. 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. 4X2 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 SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH A 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 4-160 OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN MGT. ASCE 7-98, PART. ENC. BLDG. LOCATED ANYWHERE IN ROOF. CAT if. EXP. C, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 3-160 NAILS W=7'12(5.5'@45) PLT TYP. Wave TPI-2 02 Desic- r-it—ia: TPI(STD) —WARRINV RJEOUJIMPE EXTREME CARE IN FABRICATION. HANOI. ING, SHIPPING, INSTALLING ANO BAACING�( C:ITRUSSE5 3 REFER TO 6 1 03 (RU LO 6 COM BRENT SAFETY INFORMATION). PUBLISHED By TPE (TRUSS PLATE INST(T U" 0 'ONGfRIO DR.. SUITE 200. MAOISON. WE 53719) ANO WTCA (WOOO TRUSS COO ME RICA. 6300 ENTERPR.;E I CVC�LNOF MA 19) FOR SAFETY PRACTICES PRIOR TO PERFORMING IMES 6 FOR 1 0 S . UNLESS OTHERWISE INOICATE BIS'%O'T'.'A'l' TO P CH WAVE PROPERLY ATIACHEO STRUCTURAL PANELS ANT) BOTTOM CHORE) SNAIL HAVE A PROPERLY ATI.CHEB 0161 a CEIL ING IPIIRTA N T** FURNISH A COPY Or THIS OES16" 10 THE IRSTAI(AT(O" CnNTRACTOR. AIPINC FRGI.lfP10 "!.1 1.1 IA.19.1 TO .'111. 1-1 "Or - "� I . SIT, C or at rEspo", 1,— 11,1 IR .N 6'. A L I EC " SHIPPING. INSIXI I ING f HRACING OF TROSSES � ALP I NE fRUSS IN CON[ a RMARC ME ITT Ol GR A . OTSIGN COO(ORMS WITH AP;ILI(CAG I or HUS IN, jOHAt DESIGN SvE, BY ArgpA� ANnV7p.j.,,, �t I" IF PROV1510"(1 I �Pp "M 5 'U � ( 'H . RECTOR F�AjfSAAR%MAOEUlJF 70/181,116G ."/S ; L I A 16 1 IF, F 11 60 1. 1 G I CR 1 1, 1, r A t 0 t A 4� 1 '10 N PFR DRAW(MCS 160t. I lfP -PlEIS200 TO C. A I SEC - "I'll, Of pvqrFSsIOsL�i r 6int Ep I MG f Ir"H I %'y THE Elfit Alpiiie h7giticered Products, Inc. 0 SIG WN, T I 'E 1)F rhis' C014PORENI"FOP 60:014 IS RISPOOS'Efiltily Of OSZ �s Do IlainesCity, Fl, 33944 F" . . a 1 0 EST 1fR�'Al.lsfIBTr:II U I ING 0 GRIP 10 T Y : 0 FL/-/I/-IE/-/-.- 40, TC LL 16.0 PSF % TC DL 15.0 PSF .22839 No N )z BC DL 0.0 PSF STATE OF A 8C LL TOT.LD. 0.0 31 PSF PSF C* .0 DURJAC. 1.25 SPACING 24.0" REF R081--48357 ---- -------- DATE 03/28/05 DRW HCUSR081 05087463 11C-ENG SEON 24891 WA6-02 JREF- ROGICSDTAD (WA13 02) (-)GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GABLE STUDS. PLATES MAY BE IX4 FOR 1'6" STUDS. (--) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. DIAGONAL WEDS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (--) GABLE STUDS REQUIRE REIFORCING MEMBER. BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF 0.131'X3" TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED. FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS I NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO T HE FLOOR 9 ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D NAILS AT EACH ENO. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 160 NAILS @ 8" D.C. STAGGERED 4' +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. ++ (4)-0.131"X3.0" NAILS (TOE -NAILED). +PLATE AS REOUIRED ON APPROPRIATE DRAWING. R-7 7 -7 LADDER W/ _j STEPS @ 24" O.C. TRUSSES @ 24" O.C. I'D" MAX OH INCLUDES FACIA 2X4 REINFORCING ROTIOM 2X6 2X8 MEMBER - ji ALLEAW�_ RENFORCING MEMBER + F_ A" ++ TOP OR'BOTTOM CHORD OF GABLE TRUSS. Note: All Plates Are 2X4 Except As Shown. THIS DRWG. REPLACES DRWG. 876 719 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 130 MPH WIND. 30.00 FT MEAN MGT. EXPOSURE B,ENCLOSED BLDG, ASCE 7-98. CAT 11 SEE APPROPRIATE ALPINE DRAWING FOR LUMBER.PLATES AND OTHER DATA NOT SHOWN HERE. * STUD MUST BE ATTACHED TO TOP AND BOT. CHORDS ONLY GABLE STUD SPACING MAX.LENGTH 2X4 SO. PINE #3 24* D.C. 3' 11* 2X4 50. PINE #3 16" D.C. 4'- 5' 2X4 SO. PINE #3 12" O.C. 4' 10" ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL REINFORCING MEMBER SPACING MAX.LENGTH 2X4 SO. PINE #3 24" D.C. 51- 11" 2X4 SO. PINE #3 16" D.C. 7'- 3' 2X4 SO. PINE #3 12" D.C. 81- 0. 2X6 SO. PINE #2 N 24" D.C. 10'- 3" 2X6 SO. PINE #2 N 16" O.C. 111- 8" 2X6 SO. PINE #2 N 12" O.C. 12'- 10" ALTERNATE LOAD CASES TCLL 20.0 PSF TCDL 7.0 PSF BCDL 10.0 PSF TOT.LD. 37.0 PSF DURJAC. 1.25 TCLL TCOL BCOL TOT.LD. OUR . FAC 30.0 PSF TCLL 20.0 PSF 15.0 PSF TCOL 15.0 PSF 10.0 PSF BCOL 10.0 PSF 55.0 PSF TOT.LD. 45.0 PSF 1.33 DURJAC. 1.25 PLYWOOD SHEATHING) GABLE STUD SPACING. 4 0 24" O.0 MAX. SEE ABOVE SPAN REQUIRED OF GABLE O.H. PLT TYP. Wave TPI-2002 design Criteria: TPI(STO) WARNING** TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDC ING. SHIPPING. INSTALLING A1!T0IFUTEC.1R5GR3 REF E I To 8CST 1 03 (Ott Ito I MG C OMPON EMT SAffTV INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INS D'OX1OfRIO DR.. SUITE 700 MAOI1OX1, WE 51119, AND WTC1 IND. INN11 '011-Cli 01 A141111A. 11. MADISON. WE $37 1 9) FOR 54 IT Y I RAC TICE 5 1 . I DO I. P, IF OTTMING 1., 5, F UNCTIONS. UNLESS OTHERWISE 'llo, CA , 0 TOP CHORD SMAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL "AVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** rtipomff A COPY OF THIS DESIGN TO TWF INSTALLATION caviil�cinit. AIPINE FNGIMEERfn DI A.1 PCIIAI 1.. -1. 11 OII�GW:A" 'A.%IAP1(AIIR( To Bullo 15HE I, I "I W NO G A P I I F R1Fl";"PU.'4j-6�'1FABR 1 6. A t 5 1 1 G. HSI 0 8 TING of TRUIS", 7 OISIGH 4: mropmS Willi APPLICABLE PP.OVISjQNS OF NOS 4HAflONAL DESIGN SPEC. Ely As&PA) ABU TFI. AT PI E C 11 INN I OR IIAII MADE OF I Gplol 10/60 (W. fjH.Sj 1;AL1. SITE(, APPLY Ct ARE I AT'S FA . 0 pjj� IT A E f 1 1% AND, If E 70, . E 0 A a 0 1141S DESIGN. FUSIIIOM PER PRAWINCS 1604 1 A'Y 'FCPIATES l(R(OWEP Of (IT SOACI BE PIP AflNfX ART U IT 1 2 rAUSEAlL ON INTS N PE 0 0 1 002 Sf:� I OR THE Alpine f7 DRAWING INUI AT(S Al,,CEPIAIICV OF PPOIrSStONAL FUCINFERING RESPOIlilelli I I S9tE Y ' I SS ."ONE"T mgmecied llroduc(s, Inc. DESIGN SHOWNC IN[ �UITABKIIV AND USE Ol, 1111S COMPONENT FOR ANY 9011DING 15 111F PESPONSIREIlTv Of IWE Hames City, 171, 33844 RUI(ll[nG OuSiGNEP PER AHST/IPI I SEC. P. 11 TCLL 20.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF TOT.LD. 50.0 PSF DURJAC. 1.25 SPECIAL GABLE END TRUSS Q T FL/-/I/-/E/-/- Scale =.3125"/Ft.. TC LL 20.0 PSF REF R081--48357 TC DL 7.0 PSF DATE 03/28/05 2839 - ---------- - BC DL 10.0 PSF DRW HCUSR081 05087458 - _----------- BC LL 0 0 P SF HC -ENG TOT.LD. 37.0 FSF SEON 24104 JREF- R08ICSUTAD TWTq nwa PPFPARFn FROM COMPUTFR INPUT (LOADS & DIMENSIONS) SU6MITTtU BY IRUbb M�R- WAI/ UZ 130 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=-5.0 PSF, WIND BCDL=5.0 PSF. FOR VERTICAL WEBS NO MORE THAN 4'0": WI.SX3 FOR VERTICAL WEBS GREATER THAN 4'0": W2X4. SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. 2X4 OR GREATER CHORDS. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" D.C.. OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 44 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCOL 15.0 PSF TCOL 15.0 PSF TCDL 20.0 PSF BCOL. 10.0 PSF BCDL 10.0 PSF BCOL 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 DURJAC. 1.25 DURJAC. 1.33 DURJAC. 1.25 DURJAC. 1.25 FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-160 NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 160 NAILS @ 8" D.C. STAGGERED 4" ALT. GABLE SHAPES: BRACING DEFINITIONS: NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. (A) (1) 2X4 SP #3 "L- BRACE. ATTACH WITH 0.128-X3- NAILS @ 2- OC. IN END ZONES; 4" OC. BETWEEN ZONES. (8) (2) 2X4 SP #3 -L- BRACES. ATTACH EACH WITH 0.128-X3- NAILS @ 3- OC. IN END ZONES: 6" OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N -L- BRACE. ATTACH WITH 0.128-X3- NAILS @ 2- OC. IN END ZONES: 4" OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N -L- BRACES. ATTACH EACH WITH 0.128-X3- NAILS @ 3- OC. IN END ZONES: 6" OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP #3 DEF[EC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 STUD TION NO "L" BRACE "L" BRACI "L' BRACE 'L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (0) TYPE (C) TYPE (D) 24' L/240 3'10" 7'7" 9- 6' 12' 3" 14' 0" 24' L/120 4- 5- 7'7" 10' 3" 12' 3" 14' 0" 16" L/240 4' 4" 9'2" 10,11" 14' 0" 14' 0" 16" L1120 5' 6" 9'3" 12' 8" 14' 0" 14' 0" OVERHANG DETAIL + + LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" D.C. 1-0-0 + (TYP) INCLUDES �� MAX FASCIA Note: All Plates Are 2X4 Except As Shown. (Customer Sj)ecific Details - GABLE) PLT TYP. Wave TPI-2002 Design Criteria: TPI(STD) WARNING-;, TRUSSES REGUIRE EXTREME CARE IN FABRICATION. HAND1.1110, SHIPPING. INSTALLING AND SPACING. REFER TO TIC 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED By TPI (TRUSS PIATE INSTITUTE. 583 0' ' ROFRIO DR.. SUITE 200. MADISON, W1 53719) AND WT(A (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE Lft. MAGI ... 1 3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. To P ' L HAVE PROPERLY ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHfO RIGID CE 11 ING. INSTALI.ATION COMTRACTOR, ALPINE ENGIREFIFO -IMPORTANT- IIJVNISM A COPY 01 THIS DESIGN 10 THE P�R(WU(TS.001"C'R'10At1' 'ROT SPIPEwo"Sle J�rffIAFAIkultc 10 BUli@ 'M( A P ... . ..... 1 1, " FOR IS N , ACING Of IRLI�S(S L I N E I USS N Off.) ARC I Oil : IT r 190 1 CA I I MG. 11'NU( IMC. 1111 HP I M(G)F $:Gh!l 1 ALL OR DESIGN C-f-HS -IfF Appt ICAet[ PPOVISION� �F TOF)S (HATIUHA( VESIGN SPfC. FIT AF&PA) AND TPI. f'jPIM( C NM *P:;' I IF EC'O' P""' A" 11118 11 All I 'IF F I OF IRII I o M ,MY ('"SIPOF(II09 01'EtAIII 12c"I"el FOI �111E� A3 1) . .... .. TV,2 "A S'A' Is Alpine 1--riginecied Producls, Inc. UP-ING ACCfrIAMCF �11 111�,fFSSinllAt FNGINFCP.IHG PESPONS1811 [TV 50ift V FOP THE IRIJ$S C011PONE"' DESIGN SP1,1V.. THE �UTIABILlf� ARD USE OF rtils ratlrom(Ai rILR ANY SislIDING 15 IMF RF�PONSFFPI IV OF IRE Ilailles ('ity, FL, 33844 8j) 1, 0 11, G E S ICIIIA PEP, A.SIjIPI I SFC. 12 N �.228N 1 STATE OF REFER TO TABLE FOR BRACING REOUIREMENTS. Over Continuous Support U=125 PLF FL/-/I/-/E/-/- Scale =.375"/Ft. TC LL 20.0 PSF REF - R081--48357 - - ----------- I...--- TC DL 7.0 PSF DATE 03/28/05 BC DL 10.0 PSF DRW IICUSR081 05087488 BC LL PSF HC-ENG TOT.LD. 37.0 PSF SEON ----- ----- 24860 OUR . FAC . 1-- 1-- 1 - --------- 1 .25 WA 17 - 02 - ----- - I. -------"-----.''-..- SPACING 24.0" JREF- R081CSDTAD (69601 5U5 / 1917A Al) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :WI, W2, W3, W9 2x4 SP #3: (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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. M(Bl) _= PLT TYP. Wave\R 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 8, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressu�e. (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. Deflection meets L/360 live and L/240 total load. 5 X 5=— 2X4 111 5 X 5—= 2 X4 111 4 7,4�— R=1377 U=256 W=B" AL P I N E Alpine El i6acered Products, I I "o Min ley Dti�e I fain", C�ijy, J;j, 33844 19-0-0 10-8-0 J— 5-2-0 —1 4-10-0 Over 2 Supports R=1310 U��278 7-3-3 9-4-0 1 (69601-51,15 It 1917A Al) Oesign Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 1 0 T Y FL/-/l/-/E/-/- Scale =.1875"/Ft. 'WARNING— TRUSSES REQUIRE FXTPEM1 CAPE 10 FABRICATION. HANDLING. SHIPPING. INSTALLING APO BRACING, REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED 8, TPI (TROSS PIAIC INS 1, 11111. 583 if HERICA. 6300 FIT RPR IF 0.0 or 10 OR . SUITE 20, IIIIIN - .1 13111, AND TCA '.UG. IRUII 1. lit Of A MADISON. W 1 5 37 1 11 E I , P RACY]CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.. 'Bir '�'" T C TIC L L DL 20.0 7.0 PSF PSF REF R081 - - 6019 DATE 10/ 18/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND GOTYOM CHORD $11ALL NAVE A PROPERLY ATTACHED RIGID Critiff G. 111PORTANT—FlIP.N[S11 A COPY Of THIS O(SIGN TO THE I"S7ALAATIP" C007RACtOR� ALPINE F1141"EFRIO pp(,00,15. INC I HAI, I Hof BE RESPRIISIO(E FOR Arl DEVIATION FP'It' INIS O*SIGR; "y F.ILURf TO RVII0 IMF IF ,,, IN ONI"R II1P11 .111, 111; UP FISPICAIING. HA?I0t1"V,. SHIPPING. IRSI�Lf IFIG 9 BRACING OF IPUl51% OF 5 , 13. CON FORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL O(JIGN SPEC. BY AFAPA) AND TPI. A[PITIF COH"ECIOR PLAJE5 ARE MADE Of 2G/16116liA 1" 1411 G, ID1 O11B (14. VfF.S) GALV, STErt. APPI1 '!�'AILB'�' PI AIII 11 EACH I All III I'll A"" �N.fl) UP THIS IT1,11". P1111,11). 11, BRANIB'S 14.A 1. I PTA"!" L' :',".I 'f A, f I', 1 0 2�0�tj, 41(104 THIS DO, T ON 1 011( r 0 A �f I:r� IN n I ' Air I %r,(rPIAtIcF Of PAOIfSSIONAI 101;I IT (FRING P(SPII IF SIDI I fly f I �R THE I P USS C "O'n " I DE116" SHUNII THE 1911-11.11Y AND IISE OF THIS CU11FIIIIiIII IOA ANY BUILDING 15 1111 RESPONSIBILIly OT IIIF SUIT DING OCSIGILFR PI:. A"51/1P( 1 5EI 2. 13- No. 22 .0 SIA E '01 44t; 0 Lon% .... ......... 0 AL t 26 0 C BC TOT DUR SPAC 0 L LL . LP JAC . ING 10.0 0.0 37.0 1.25 24 . 0 PSF PSF PSF DRW HCUSR081 05291054 HC-ENG E C / W_ PF' SEON- ----- F R OM JREF- 19904 - 14 1 B —------- ISREO81_Z2O (69601-5U5 / 1917A ( ) - A2) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, 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 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5 X 5=_ 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 6, wind TC DL�4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (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 9 material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total*load. 2X4M 6X6=- 4 X 6 2X4 III I— 4A4= e A 4 "1 3X8 (B I) =- 1 0-0 17-0-0 14-8-0 —1-3-2-0-1 R=1380 U=257 W=8" T TYP /ALP\1fIE--j gillecred I'loducts, I Or 0 Malley olive Ilaines0tv.1'L 33844 34-10-0 Over 2 Supports R=1311 U=281 (69601-5U5 / 1917A ( ) - A2) 7-3 3 9-4-0 Design Crit: TPI-2002(STD)/FBC 7 . 2 0 9 18 0 T Y FL/-/I/-/E/-/- Scale =.1875"/Ft. ,-WARNING* USSES REOUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. C:'IR "I"I IAIIII 1:1. MAT.O.I. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 583 11.111"".101112.110580:1 W 7 9 WATCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 FNIERPR:;EA 1.11 0 U Y P I E 0:.. I " I I A. MAD IST Wf 5371S I FOR SAFE I RACTIC(S P OR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INC CAIEO' TOP CHORD SMALL AVE PROPERTY A r TACHE 0 ST:t1JCTUA AL P ATE L S AND BOTTOM CHORD SHALL HAVE A PROPFALY ATTACHED RIGID CEILING. IHP0RTA11Tr1IRRI5H A �nl`y OF 7NtS PESIGH TO THE IRSIAkIA7TnH CONTRACTOR. ENGI"EFNFI) R OU'lS. Inc. SHALL NOT of "IfSPO"SIBIE FOR Any a(viA1104 $PON lifis OESIGN: '11tIlRE 10 811110 INC P U IT, SS In j:U"FQnM�WC( Willi JPI; OR FAORICATIRG. HAND1.11141. 5111PPIIIG. ["STALL I "'C lil" 0, 11'05S(S O�U 'S WI;4 MAPFI. ICA[Itf I`PnVISKIN� Of NO$ (NAIIQ"k OFS16" SPEC. 8v AlArA) 41) Tpi . Atpluf S, 11" ". I I ' 5 11 IkI/'1161, I r, AFT 41)1(,0 IN. GAEV. SPIEAFL,6S AFPL f7 PI A I fl. SC " R1. f 11 C 11' 1 Al F r 111 '01 tlles's 'AID NI AE SS 1.1 1, 1 0 1 q ON INIS O(SIG". POSITION PER 11 W 11 1 601, IP F; IS L A 0 1. S 1011 IMIC 11 6 1 4 11 S::�L BE I IPJI' 'P'l "!f I f %r no( 10 1: : 12YOO201�C Y I'll? THE 401 'A(CFP11'F Of "PDT 0 5510 A "I, M" 5 DFSII1.ft%HOV,H flit SlolSlLlrl 1,111) USE Uf Till-. CUINIONENT TOP AHf SUICUIN6 IS TIIE RESPONSIAll I[, OF 114, RUI(DING O(SlrR(F FIR ANSi/IPI I SIC, 2. -14 %%.T% r % STATE 0 r Oct 2 TC T C B C B C TOT. DUR L L D L D L L L LD. FAC 20 . 0 7.0 10.0 0.0 37 .0 1 . 2 PSF PSF PSF PSF PSF REF R081 - - 6020 DATE 10/18/05 DRW HCUSR081 05291055 I K-ENG EC/WPF SE011 - 19926 F R 014 IIEB SPAC ING 24 . 0 --- - - JREF- 1SREO81 Z20 (69601-5U5 It 1917A ( ) A3) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :145, 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 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. 5 X 5—= 2 y 11111 5 X 5�- 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 TIC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (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. Deflection meets L/360 live and L/240 total load. 4X4�_ 5X5=— --, 6 2 X4 111 4 Xb_� 4+ A `+— 3X8 (B 1 1-0-0 1 1. -=— 2-P 15-0-0 1 18-8-0 R=1377 U=258 W-8" PLT TYP. Wave\R LP I NE Alpiiie F111-Rincelcd Vroducts, I ",I) N11TIC5 Dti", 11.1mes(,ityjL 33844 34-10-0 Over 2 Supports 2X4111 1 7-3-3 9-4-0 1 R=1310 U-283 (69601-5U5 / 1917A A3) Design Crit: TPI-2002(STD)/FBC 7. 8 OTY: FL/-/I/-/E/-/- Scale =.1875"/Ft. A.WA 111116-:1 TOUSSES R(OUIRE E%TPEMF CARE 19 FASO [CATION. HAND( ING. SHIPPING. INSTALCING APO BRACING. N, 11, 1114"IS IIATI .11111101. 1.3 tv% , . �r. TC LL 20.0 PSF REF R081- - 6021 DATE 10 [18 / 05 C S C LM. "'Iq) AND WTC (W:DD TO. , N D! '..IN I)'Q. IT 20D "�.Cfos"OPOM OUNCIA, OF AMIEFECI.,11 SWIM111 0 , N W A '::",L .A ISO* FOR SAFETY PRACTICES 11110F. 'TO PERFORMING 10 EST FUNC I I on S M., , SS , HO IS, NAT :0 TC DL 7.0 PSF TCARID ,.P PROPERLY ATTACHED SIRMC7URAI. PANELS AND BOTTOM CHORD SMALL HAVE A PROPfRLY A C J RIGID CEILING No. BC DL 10.0 PSF DRW HCUSR081 05291056 HC-ENG EC/WPF —IMPORTANT—FUFNISH A COPY OF THIS OFSIGN IIIIA1111ION CO TPACTOP. AtPl.E F11r,11-fMO I S To SCII IT I F . 0 I. "a] "Se,11 To '"EAT F I F I III PROOOCIS. INC. SHAL BE 1 .1 , , I( SIR' I TOP AN V L r, I, A81. .1 IT Pu"', NANO I 11111,111IG I % SI'Al E BC LL 0.0 FSF TRUSS IN CONFO MA CE .111, IPI: OR 1ABRICAIIN6. 1111111111� 11%,, 1 r"', .. NO I Pill H ra M A6 I iACY"ll, I tl , L" .�OMM 1I(Ot"PC`�"171MAl!F HA 11.%11411 , ll,,i *' TOT Lo 37.0 PSF SEQ14 199 14 i Alf S 19 E , '00. O%:j � S I P I S 1 0': j,)M Pr ' " S ' 0 "'.IN I';)' I ArO r�CE OF 1 '0 �1. I- W IM S IMSPECIIII. .1 PC',,, I LOWEO OV (1) Sliltl PC I'll A."' y 11 'A' "M -(on M .. OUR FAC 1.25 FROM ME B ��Hy I INDIC"(S 'W'"'Cr Of 11POFISSJOHAI f0fillIFIRIN11 P(SPIMISIO11 lit SOCEIV Ftil' THE TpljsS cOHrqM( I . . - F:R�111111. VF S I GO SHO - IK SEJII�Ll I AnO CJSF III JOIS CIMIPORENt FOR ANV 613101110 IS IMF RESPONS18(tily OF (ME I NG 24 0 JREF ISRE081 Z20 I ot, , IG'[' F, HSI 1 1, 7 1 .11 1. O�cs I A % 15 0( L SPAC . (69601-5U5 / 1917A ( ) - A4) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W5, 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2X4 III 5 X5 =_ 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. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. 4X4�_ 5 X 5=— 3X8_= 2 2X4 III X4 AIII 6 (A) W2 W5 W7 W9 4X4�_ 5H�_ 3X8(B1) =- 5x5m 4X6�— 2X4111 1-0-0 13-0-0 21-10-0 V1380 U�262 W=8' PLT ALPINE I\Ipfue 1: 1 lailleeled Products, 1950 MaTICY Dli-e I b iries City, F I � 33844 if! 567 34-10-0 Over 2 Supports R-1311 U=285 1 6-10-3 9-4-0 1 (69601-51-15 / 1917A - A4) Design Crit: TPI-2002(STD)/FBC 7.2 09jao9V""** QTY FL/-/I/-/E/-/- Scale =.1875"/Ft. -WARN ING*:, TRUSSES UREQUI RE EXIR( ME CARE IN FARR I CATION. HANDLING. SH IF PING. INSTALLING AND SPACING. 1111, 11 TIC I D1 1. 1 111 HIS COMPONENT 1,lk1111 1101OH.A11.11). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. 583 U - ON OF R I. ON . 5 LITT, DO . MADISON. WI 53719) AND WTC. (WOOD 1RU55 COUNCIL Of AMERICA. 6300 (11TIRPRISE LN. HAD [SON. NY 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATIACHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERIV ATTACHED No.22 TC TC LL OL 20 7 0 0 PSF PSF REF R081 - - 6022 DATE 10/18/05 DRW HCUSR081 05291057 RIGID CEII.111G� MPORTANT**FUPRfSR A Copy of THIS OFSJG" 10 T40 INSTALLATIflil CONIP1011, AtPtNF F"rIKFFREQ IR SjI.L t .11 t 0 E pr� P(MY SIDLE FOR ANY IIfVI't10111HF INIZIls E S 'i'l ANY f11l,,'l"r'(1 'U"O (HE I ", I.I! P .5 N FOR"A"CE Willi rpt. 0. F.HPI.:ATIN1. NUI I;' S r :Rs�.Llkc , 8 LIN, 0, I.Ulsfs. "I'll" Hill' "'F', I.I.C."N ILA" I 111111111A FIATf 0'R`A'W'jH6S 1'�T'A'Z I �:'l PEI' H,4[x FP11 ?OOZ SE�r,l,,P THF TAtI51,1(,q0N ""I" .V IIISP(Ll WE lHill?"TTS ArrfPj/,IILl CRrIIJFfAlUG RFSPO� CIFSIG. SHOWN THE 5-1111.91i'll, V (J�f 01 IH(, C."ll(INE"I I" �ffi BU;1,1311`6 is ilic RESPONSIPIl IlY of III( 11111011"G tlr,JGNfR Fill I S(1— 2 16 0 STA JAI 0 R OCL 26 05 BC BC TOT DUR SPAC DL L L . LI) . . FAC . I NG 10.0 0.0 37.0 1.25 24 . 0 PSF PSF 11 SF 11C - ENG SEQN- FROM JREF- EC/WPF 19906 MEB 1SREO81_Z2() (69601-5U5 / 1917A A5) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7, W9 2x4 SP #2 N: 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. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. S X 5 _= 2X4 III Right end vertical not exposed to wind pressure. (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. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. 3XEI� 5X5� 4X,1� 2 X4 10 6 [ ( Z7A) W5 W ZZ77 XW Z9 4X4�— 5 X 3X6 (131) �- 4X4�_ 6X6�_ 2X491 1-0-0 J— 23-10-0 R=1380 U�268 W=8" TYP. Wave\R I _-__ N\ —_ /,A L P I NI E Alpi(ie Illpillecled Illoducts, 1 lQ50 I'lal ley D[ I"', floines City, 11 33844 4-10-0 Over 2 Supports R=1311 U=281 (69601 5U5 / 1917A ( ) - A5) 5 10-3 9-4-0 1 Design Crit: TPI-2002(STD)/FBC 7 . 2 0 9 UWNM�p�_ OTY FL/-/l/-/E/-/- Scale =.1875"/Ft. ..WA It %ING-- TRUSSES REOUIRE E"PEME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REF R 70 LICIT 1 -03 (BUILDING COMPONENT SAFETY INFORMATION). PUTHIJIffa By TPI (]RUSS PLATE INSTIRIURE, I'll O'OEOFRIO OR.. SUITE 2110, MADISON. WE 53719) AND MICA (WOOD TRUSS COUNC:LN0 AN JR(ICA.0630 POWER �P I ;"".. FOR SAFETY PRACTICES PRIOR 10 PERFORMING T IT , I PC ' E 15; 1 P A'ta. MAD [SON, WI $3719) ES U 1 0 S, ON IS THE I'll TOP CHOP 0 SNAIL HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A ITACHEO A A .P % No.2 TC TC LL DIL 20.0 7.0 PSF PSF REF R081 - - 6023 DATE 10/ 18/05 RIGID CEIt ING. 114POR T ANT**FUPPISH A rOPT OF IRIS IFIIGN TOD1111,111.51AL ItION A111.1 101GIN11"D IF I I N E" UP C N I ' MIS ART FAII.U'E 10 BUILD IRE 'PUBLIC .. .. "A' 4" 'TO RUH U. IT 7 In 6 & BRACING Of 19115SES— US I ., 1 11 ITT 11P 1AH11CAIING. HAHDIfIjG. SII:PPINBE5;GVS ALI R I I CON, I ."G. A"'A' Uf,�J(.N %NFOIRCS WJIH APP( KAR; IPINF P /60 (11. KYH.S) GAII SI(Ek, A P TO C-RECIOR P(AMFS ARE MADE Of t' PIAIFS TO E-C' FACE Of TPHSS roNA011i4is IIFSII;N. "SIT1011 FIR DRIWINr1r, 16" AN ,AN( IffiPECTIO" Of PLATES FP4 LfO By 0) S"'A I PIV tHRF XIA"it'i 11 4 "'1' OF-j"', t"oi( �rrs Ar,-1 PPOff%s'O"',k I f'rIftfFRIRG P IF, 11511.1: 111011SO'1111"OOR "" I�%' I OESIGN S.Otfll. 11H SUIrABILIly 'I'll HIT Of THIS COMPOWIf TOP �HY BUILDING 15 1111, PES"HIS11— "1 (11 111f LIHILDING OFSIGNER VER AUST11PI I SL(_ 2. 17 STA o Oct 26 '05 BC 8C 10T.LD. DUR SPACING OL LL . FAC . 10.0 0.0 37.0 1.25 24 PSF PSF PSF . 0 DRW HCUSR081 05291058 HC - E NG EC/WPF SEON 19895 FROM ME B JREF - 1SREO8I_Z2O (69601-bUt) / 1911A AU) Top chord 2x4 SP #2 N Bot chord 2x4 SP #-2 N Webs 2x4 SP #3 (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) 5cab 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. — A — 3X8 (131 ) =- 5 X8 �— 2 X4 III 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 fL 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. (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. Deflection meets L/360 live and L/240 total load. 5X5�— 4X4=— 3XEI�- 1 4-10-3 9-4-0 4X4�— 4X,1�— e)k4 III 1-0-0 9-.0-0 —1— 25-10-0 34-10-0 Over 2 Supports 11�1380 U=273 W=8" (69601-5U5 / 1917A - A6) :ILT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.2 .0! "WARNING** TRUSSES R(qUlRf EXTREME CARE 10 FABRICATION, HANDLING. SHIPPING. INSTALLING )ING SRACI NG' R r 1111 TO 8 '51 '�-' LOU, 10 1 -G 1E-P OPE.1 1A1ITl 11110FRIATI(I.I. P11.111.1. .1 EPI 111101 PLATE INSTITUTE. .. I, NET . ON . 1" '00 If 0 PQ 1 11719, A"O NIIA 1.11011 MISS 1OW-1:1.0 -E11CA..61OU I-TIRII-SE'Llf, ,P UP I ER ... I A .0 7 K�TVICES 1 0 P I ING NEST It) T 0 S. U." SS THE IIII MAOISDRI III 537519U) FOR S�FEAVTA TO P CHORO I.All All PROPERLY AITACHEU STRUCTURAL PANELS .11 ..11.. 1.00 5.AIE All A P.OPI.Il AITACHI. ..... ..... ING. — IMPORTANT—fUP"ES" A COPY OF Tl:jSF0EFSI1,4 TOUTIA, 1"57AItATION COMTPACTnR. WINE EN.I.FER(O ALPIIjE PRO UCrS. 111C S. AL I Ill I OF RCS PO H 5 a 1, 0 _Y cyl�llllff fP,(,M THIS CHSIGN: ANY FAILURE 10 PUILO IIIF ROSS IN C000VIANCE WMI IPI: OF fAE!PKAIIRI�. P-Of I"r-, S141PPI"G, IfISTALI INU A SPACING OF tRU571- n I , I G if I: o H r op. I Is If I I I I Ar F I I c � n L F P R 0 V I S (o If S Of N U 5 IN k I 10 N A I Of S I ON P 11: . 8 1 Af A P A) �00 I P I . t P I I, CII.NfC;0P P(�f' 11 Of 1) k Z 0 110 / 16 CA I W . 11, 1' ) A S I H � 6 53 (!1! A Of 4 0 / 6 U III. K/H.S I A PP ( Y � I G P 1:"GA:�,V, �lf 41L(SA�'�Fojr ipuss ,Fw. ljljjf',� OIIIFPWISE LO(AIFU ON Ill S III ". OSi If R OR I� Wl.s VIO� Z ;,H o ", PL.IIS I I'LL IIWFA By I I 1 -111-1 1 fit 'Ell IIII10 I I, 1 -11 111 1 "007 '0 1 SEl 1," 11-11 Alpine FIleiticeied Producis, Ifn;UoA�j " "I. INGII.Alf S A"(f Ffmo,E of Ppof I S� mm I I";THEFRING PCSICINS1111i fly SOIAI I foP IlIr YRIM (IMPOKIIr ,1-50 Malley Dlwc DF11GH IlIF SUIIAPItill 1111) USE 'If 11115 (0141-011(;Il FOR Ally 6111101116 IS Illf E(SVIINS176Y (If ]HE flainesCit),F1, 33944 611111'ING DE5114kfP PER A"5IjIPI I �(C 2 1:1, Cati ri�ite of Authorizatim # 567 — R=1311 U=277 QTY FL/-/l/-/E/-/- Scale =.1875"/Ft. TC LL 20.0 PSF REF RO81-- 6024 TC DL 7.0 PSF DATE 10/18/05 f No. 22 EIC DL 10.0 PSF DRW NCUSR081 05291059 BC LL 0.0 PSF IIC-ENG EC/WPF sTA IF %ft I OT. LD 37.0 P F SEON - 19917 on% DUR . FAC . 1.25 FROM HE B ocL 2 SPACING 24.0" JREF- 1SRE081Z20 (69601 5U5 / 1917A ( ) - A7G) Top chord 2x6 SP #2 N :T1 2x4 SP #2 N: Bot chord 2x4 SP 2400f-2.OE :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 :W11 2x4 SP #2 N: :Lt Slider 2x4 SP #3: BLOCK LENGTH � 3.000' (A) or scab bracing may be used in lieu of CLB bracing. substitute (I scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to �e same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L1240 total load. 6 r_ 5X1( 4X6 (C5) =- 6X 12 �* 8 X 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. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 6d 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. #1 hip supports 7 0 0 jacks with no webs. 8 X8�_ 5 X 6 X W� b�iul / �_ 2X4 Ul 4X4�_ �)Jlvl I — OAO� 14 A 4 111 1-0-0 I — 7-0.-0 J— 27-10-0 R=2733 U=535 W=8" P . 18 [ -- - -- ALP I \NE----J 7 Alpine 11 " lieried Products, 11 'W") r.,ey Drive 11sines City, 11, -13844 7 34-10-0 Over 2 Supports R=2840 U=539 3-10-3 + 9-4-0 (69601-5US / 1917A - A7G) ave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 1 aaff.'3*4_%W� 0 T Y FL/ -/I/ -/El -I - Scale =.1875"/Ft, WARNING— TPUSSES REQUIRE EXTRE14C CARE IN FABRICAI(ON. HANDLING. SHIPPIN6. INSTALLING AND eRACING. R To ' C'S' D' (OU" 0 S."T' 'N'D HATTORI. DO L11111 D, " I (TRUSS PLATE INSTITUTE, 583 7 E'ON.,.ID THY.. SO,,, Do 11 D 11 111 AND WR , A ( WOOD TROUSS COONCII. Of AMERICA, 6300 ENTERPRISE I.N. AO[SON, W1 53719) FOR 5 4EATYISRA TICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ENOICATED, P I ACHED STRUCTURAL PANELS AND 8011044 CHORD SMALL "AVE A PROPERLY ATTACHED POP CHORD SHALL HAVE PROPERLY ATIC 1610 CEILING. It. W .06' , E N . N TC TC BC L L DL DL 20.0 7.0 10.0 PSF PSF PSF REF R081-- 6025 DATE 10/18/05 DRW HCUSR081 0529IC5A —IMPORTANT—roamisH A c.PY of I"IS DEST,," fq THE I-SI-CIATT-if CONTRACTOR ALDINE ENGTNEFRFO AT ,,,,,OUCIS. 14L. SHAt( NaT RE RESPO"S E FAILURE (0 9111tU THE TRUSS IN —.10R-0 -IT- l"l: 6R�Clmi; of IPUSSES t,liff �T,Ps 1( PLF PP'li[5104, Ot NDS 1-1-Al DiSi'l S"f'7. ef AF&FI) AND TPI. 1.111.sl DALY STE(I AIPL I I C1 OF IPOSS A.O. M E 0. -'F 0 IF$, Illis 1)(Stril. POSITION PER ORAWINGS 160A I ""D "' (1) '"A -F ED IF Alit I"SPECTIOW 0I tt'i if P A:,F p, lESSI04A;'F. IPC ,p 1,4r, I'USSACO.1'00H T"P USE 131 T141" l(l' A., UITOING 15 IHC RESPUNS[011 Ify (If fill '-�f I An, it I I f AND R "'R 'N""Pl 1 sfr.. 1. 19 STA 0 '0 % C Oc t, 26 A BC TOT DUR SPACING LL LI). FAC 0.0 37.0 1 .25 24 . 0 PSF PSF HC-ENG SEON- F R ON JREF- FC/WPF 19957 MEB 1SREO81_Z2O (69601-51.15 / 1917A ( ) - A8) Top chord 2x4 SP 11,2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, 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 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PLT TYP. Wa 4 4X6 (R) III 120 mph wind, 15.45 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11. EXP 8, wind TC DL=4.2 psf, wind BC 01-15.0 psf. Right end vertical not exposed to wind pressure. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. 2X4 III W� 5X5� 5 X 8 4X4�— Z X 4 111 1 -0- 1;2 -5 -1 1 17-10-12 13-9-0 15, ALP I NE Alpine I` cc 'W'r 4,,,i-ed I !IJ � C' D] I I "i lies CAN,, i L .33844 54�7 31-7-12 Over 2 Supports R=1369 U=255 W=3.5- R=1087 U-219 1 4 0-3 + 9-4-0 (69601-5U5 / 1917A - A8) Design Crit: TPI-2002 (STD) /FBC 7.2 91 OTY Scale =.1875"/Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALIING AND BRACING. N CS, I MOT LIT IN I CIMP�.l 0 T SAT, P I ...... .. A" "SET 563 '!'..IN .80R., OIT I A.. CA W 0 IRGIS C UK.L'O' AMERICA. 6300 1" 1 '0 E '. M IT . I " Is" ""'WR."� I T U 0 TONS U Lf OT FEINTS I MADISONT VI 53159) FOR %FE' ' IPSOAC'TWICES PRIOR TO PERFORMING THESE FUNCT A SS H E N.;CATl, TOP CHORD $HALL HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED .... A No. 22 TC TC LL OL 20.0 7.0 PSF PSF REF R081 - - 6026 DATE 10/18/05 DRW 05291050 RIGID CEILING. —IMPORTANT"FoIR.15H A COPY Of Tlfl� nFSIGU TO THE INSTACIA7WN CnKTRACTOv AIPIKE FN11.FFRf0 PROOOCIN. IRC� OF, A " ""A""' 15 E �N%I�ILUREG in �11:"PJNU 1r'NS;ALt B AC N OrO"FU?S:"( 4CE 1 1, r IROSS IN CO""It"' I U S N or O� DESIGN I-OW"'Is .1114 IPPI 1118t( FlIevl5f 10"AL O(SIGH SPEC. By AfXPA) 140 FRI. Alplat % C(jNnE(I1jP. Pt,�IES ARE HAVE Of 211/161,6GA (M.JJ�A�tlfj A6— �,P�nf 40/60 111. K/14,51 SIFF1 . M1111,Y P k 1, 1 F S 10 E, C 11 F �'E OF IR U SS A.O. MLISS "IN Jr OCAHO P IIII� OrSIGN, P0S;TJ$0J FIR DRAWINGS 160 1 IN, I.Spf(III)m Of P(�I(S 101'(14101 01 (1) �J"Il 11 A SE1,I 11H ju or VPOFI�5111NAI 4 11 1 i P PP" I H I I I I I SO( [I I TOP "If IRIIS, URA�1116 INOICATTS AWI I r T.1 , 514 N Tj�( �u I, A RISPO.SIOI. .11 0. 10 / ': "I A,, C 7 FIR A.,,8:1 20 SWE UP ��%. I a AIL Oc t. 26 US B C GC TOT. 01-IR SPAC D L LL LD FAC I NG 10.0 0.0 37.0 1.25 24.0" PSF PSF PSF I-IC-ENG SEQI4 F R OM M JREF ISRE081 EC/WPF 19918 E B Z20 (69601-5U5 / 1917A A9) ITop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs Zx4 SP #3 :W4, W6, W7, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLO 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 4X6 (R) 01 120 mph wind, 15.40 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. (A) IX4 #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 g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 2X4 III 4X4�_ 5X5� 4X8�— 5X5�_ 2X4111 1-0-1;2 5-1 L 17-10-12 J— 13-9-0 P. Wa ALP I N E Alpine Ifigilleeled Ploduc(s, If ,(I marlev Ddv, I lEilIC5 CIIV, k 31844 1-7-12 Over 2 Supports R=1369 U=253 W13.5' R=1087 U=216 T 4 0-3 + 9-4-0 (69601-5U5 / 1917A - A9) Desiqn Crit: TPI-2002(STD)/FBC 7. 20.091bggt� OTY: 1 FLZ-/l/-/E/-/- Scale =.1875"/F "WARKING-:1 TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING. SHIPPING. INSTALL ING AND BRACING. G, 1.1.11111I 1AIrT1 1.10RHATIONI. PUBLISHED By TP( (TRUSS PLATE INSTITUTE, 583 SO." DO, MADISON. Wf 53719) AND WTCA (WOOD TRUSS COUNCIL Of MFRICA. 6300 ENTERPRISE L". MADISON. Wl 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMIRG THESE (UNCTIONS, UNLESS OTHERWISE INDICATED. TOP 111:0 1HAIL All 111OP1.1.1 ATTACHED STRUCTURAL PANCIS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED At I No.22 TC TC LL DL 20.0 7.0 PSF PSF REF R081 - - 6027 DATE 10/18/05 DRW HCUSR081 0529IC50 I G , 0 , III. G. -*1MF`0RTANT**FLfQf1ISH A COPY OF III($ DESIGN TO THE INSIALT(Oft CONTRACTOR. ALPI BE I1P..Sll(.,1,1UPCAl11 GIIIA�Ill A .1OE, Q IIU��111)111.11 I I R 1 3 -ES :(;.; Al I IA I ll�j I IT IRUISES. nf� ............. I I, P',, I R, ON Or %11 11 I'l"I. 1Pr` :�ITIIIIA') TPI. A(PI" I 16 t r n I) P I EC I 1 LONIO(TIO1 PifIrl ART ll�Ot OF G 'Of "`1160 (W. VIIII.S) 61111, IIEFI.. 1.PP I Q'T V IT I C '. , Or 'PU S M 0 fEw 0 111, 13 "'. TO UP I A S'PIOC,* 17P, 1 A 11, 11 11 Of I�Eri AM"(X 0. 11 tD I OF I'll 2002 (INDICATES ACCkPIA4Cr Of rfIPlOjSI8jj ]I, Sor(l j R fill IRAISS STA '0. , -, 0, . t 0 4�&j ' 8C B C TOT. OUR OL L L LD. FAC . 10.0 0.0 37.0 1.25 PSF PSF PSF IIC-ENG EC/WPF SEON - 19909 F R 0H I A E 13 SHIIOK� FO( SUIIABIL III A110 "IF f IHIS CQlH`U"fFII IOR �Hl BOIEUINI; II 111T RESPO1.5101tilf Or IOC V151.1NIR IF, �#Slflpl 1 511: 7. 21 Ocl, 26 05 SPAC ING 24 . 0" JREF - 1SRE081 Z20 (69601-5U5 / 1917A ( ) - A10) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W7, W8, 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 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5 X 5 �_ 4 X 6 (R) /// 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 OL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. 1 4-0 3 9 4-0 t 2X4 III 4X4� 5X8� 5 X 8�— 4 X 4_� 2 X4 III 1-0-12, 4 -3 - 12—>j 1 - 15-9-12 J— 4 - 2 - 0 J— 11-8-0 —1 31-7-12 Over 2 Supports i R=1467 U-257 W-4.938" R=993 U=199 (69601 5US / 1917A AIO) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 0 . 0 9 1 OTY I FL/-/I/-/E/-/- Scale =.1875"/Ft. "WARIItNG*:j TRUSSES U(OU'jRE CXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. C I I DMIO001111 SAFETY .11I...A1011), PUBLISHED BY IF[ (TRUSS PLATE INSTITUTE. 583 RLITL ID'D 1 13 "A EW 11 IF 11 I*U11 I AMERICA. 1101 ETETIRI 1: '0" R a I ".,1 :1 .1 U, FEWS .::Sl,l I., TO MAO ISOM. WE S3719) FOR 1�1�'T(V)'P'R"�CTIC S PRIOR"% 'PIRFOXEIG AU 5E a LEE SS F I CA "'B: TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERTY ATTACHED RIGID CEILING r E N : No. 22 TC L L TC DL 8 C D L 20.0 7.0 10.0 PSF PSF PSF REF R081 - - 6028 DATE 10/18/05 DRW HCUS11081 0529105E ALP I HE Alphie El iticeied ProdILICIS, I 11110RA.11111 IWO Marley Dii�e IIajneE;G(y,FL 33844 ... IMPORTANT—rimoisH A COPY Of THIS oFsir.a Fn 111F I"STALIATIO11 CONTRACTOR. AIPIRE fNrIHEFRFO I UP 111, 01 1�1"; AT , .10E%FA'11 I'll I PO I I'll PRODUCES. INC. S"t" " of RESPONSID" "It, S C ", IPU-'� IN CONEott"ANcr .11.1 IF]; 04 W I " 8 NG 0' 11.01SES OESJCR CONfORFIS WITH APPLICAAIJ J`RqVISION� (11 NOS (MfT11jNA( 11fSIGH SPEC. RY AF&PA) Ann Tel. AIFINE .01 1.1IF11451.A E..11111�1 A�I. IFA.1'1.1�. I.. I'll". IEO.�L' - 11 1 Alle, I F 1 0. fit f I "y 0 Ott It( Of pt, I D t�011 I I TEO 'H?F �E' 0 1" '0' Of PLATE A $E�t 13. HIs S 1) " - ." 1" 11 ANY I"S"t"11ON . 1r.;:".0 "!: I!,011111,11, f?"'ICAIFS A'. tj I, I I ('W Tiff TPUSS COMPOUF111 IH:5:1ft 5H'I'v '.R ANY .'E't'vm; " ML P.11 F, I'G E1IG.(R PER A./ P:11� 5": 22 * i ! I % SI'AT OF 'n 0 OCL BC LL TOT LO OUR . FAC . SPAC I [IG 0.0 37.0 1.25 24 PSF P SF . 0" HC-ENG SEON - F R Oil EC/WPF 19896 MEB JREF ISRE081 Z20 (byoul-nun / nfl/A k ) - Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, W8, 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 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. I T 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 8, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (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. Deflection meets L/360 live and L/240 total load. 5 X 5 5 X 8=— A V A 4111 2X4 HI 4X4�_ 4X4�— 5H�— 5X5�_ 4X4M 1 0 -or 6 - 3 - 12 ---3-J 13-9-12 9-8-0 —1 31-7-12 Over 2 Supports R=1588 U268 W=4.938" R=876 U=181 (69601-5U5 / 1917A ( ) All) T 4-0-3 + 9 4-0 PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.2 0 1 OTY FL/-/I/-/E/-/- Scale =.1875"/Ft. --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAND( ING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 46UILUING COMPONENT SAFET I I NFORMATC1.1.1, Pl.'L�111411. 11 I�PFI ITIUSIAPIA�IIGINITTITUT E' 58' TC LL 20.0 PSF REF R081 - - 6029 U. CHIDE N to 0 - SUITE � Do A ..... I .... I ANO A I . C C., AME N 1 0 K , IT RE I L N .A.IS... IR531191 top S�17TO A I'Itl It .1 1. "ICIC14.1, THIN FONCTIONS, UNLIECS'06THERWISE INOIC5AIEO. TC OL 7.0 PSF DATE 10/ 18/05 I P C I P I P R M Top RD SMALL HAVE PROPERLY ATTACHED $TR(ICIURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RTGICHCEILI MG. .22 *'IMPORTANT' A COP 0 11111 OISIF.N In III' I"I'AII-ITION COSIRACIFIR. At P I HE 1, 1 11 1 BC DL .1 0.0 PSF DRW HCUSR061 0529IC5G Z"'"'SH PY wr N A a I : , — S I T 11 , 11IM41.111 TOP ANI 11"Ol 11111 PIIIGN� ANY FAILURE 10 HUlto INC "20"`;I-C. I PIIAI`11� ." ": 0 'A ", IN - ST F BC LL 0.0 PSF HC ENG FC/WPF ALI' I N\E_j IP S, W I 1". 9 C 111. 1 Il 8 A I �!. 111MOL141, SHIPPING. INSIAltiNG 9 BRACING 01 IRUIII5, ...... 0:15 161C41CONFOP 4S tit III APPL ICARI-C PROVISIONS OF NO% (HAT IONAC PC SIGN SPEC. BY ArArAt AND IP I At P I Toi- L D 37.0 PSF SE014 19920 C 0 1 11� PI"I'll AlICHADIR OF lo I GIA.1'Inl6i."11. I . STEEL, . APPI. I PC A IF I A 'A I 1 0 ON III PCs G". PRI.L.G1 1101 1 ------- I I C C 7 SS AHO. 0 It'll' N,4, I"SPECI[ON OF PIAICS 111CLOH[l) By 0) SHAII IIL PCR AIINIY A3 (IF fPII 2OD2 SfC,1 A $(At .14 'HIS Ali)hic I- , I)fered Produds, I1A.BNA'IIC1,N6S 1110.111111 11(rp mf Of eva, :IS 1 "6,1111 IN 1111, IPIFAF I.P THE IPk11I CO.P.1111.1 DUR FAC 1.25 FROM MEB s J�, WE') 1, 0 , ItI I I Made) Dfi,e _ I I W . IMF U 8 11 AND I r 1, 1 OMPONFRI FOR ANY 8OT(OING 15 THE P.FSPONSIRILIIY Of IfIf ines City, FL 33844 9011OING OCSIGNEP PEP. ANSI/IPT I SEC. ?, 00, 2' SPAC ING 24.0" JREF ISREO81 Z20 FLC 11 23 1 tifiggeSfAuthodgatio" # 567 (69601-5U5 / 1917A ( ) - Al2) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W7, W9, WI1 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 4 06 (R) III 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 OL=5.0 psf. Right end vertical not exposed to wind pressure. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. t �_� 2X4 11 M�— 08�_ 4XB�_ 5 X 5�_ 2 X4 III 1-0-12 10-9-12 2-5-0 14-2-12 — 1— 7-4-0 J— 7-8-0 P. Wave A L P I N E �--jj AII)iiie Emi qeeled Products, h , ,,Mar1e.ybri,,e [fairies 01v, F1, 33844 —31-7-12 Over 2 Supports R=1930 U=289 W=8" (69601 51.15 / 1917A ( ) - Al2) R=530 U=180 1 4 0-3 + 9-4-0 1 Design Crit: TPI-2002(STD)/FBC 7 2 0 9 0 T Y FL/-/l/-/E/-/- Scale =.1875"/Ft. -WA KING'*,TPUSSES FEOUr:E EXTREME CARE IN FABRICATION. MAROLING, SHIPPING, INSTALLING AND BRACING. R TC, LL 20.0 PSF REF R081 6030 A Ef E., TO TICS 03 (BUT LO 1 6 COMPONENT SAFETY INWORMATIONT. PUBLISHED BY TEE (TRUSS PLATE INSTITUTE. 581 .. AND TCA TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.N. .0 1411" DATE 10/18/05 1). OXIDE 111�1%1(10. 14ADII(ol. 1171111 (WOOD 1 1 53 R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. EOF.,S.:I(W01 ", TC DL 7.0 PSF TOP CHO I C SMALL 11111 PROPERLY AIIA�Iff. 11P.CIUNAl PANELS ..IT foffl. CHORD SMALL All A PROPERLY AT ACII Q f No.2 DRW HCUSR081 0529106E I" NG, RIGID C:O BC DL 10.0 PSF IMPORT ANT—ropnistl A COPY OF iolS DESIGN In THE INSTALLATION CONTRACTOR. Alplifir ENGINEERED PROOL11:11. it, 'PON"D, I OR D"".: Any rAI(UPE iii qV(io ior "I'Ll No, 11 Or STAT BC LL 0.0 PSF HC-ENG EC/WPF A., A A G. BRAC JAIJ-9-o IRV'S ` "In R"'. I I", 1, 0 I'A"'. Of -0. 25 I'll A-LIC18:1 —1viRlo"s Or UOS NA , JOH't 16 S, /M 0 1 P:No! I S I'll, nF 111;q 1 11—. F F, Aj A H a OFIFIL C I Oil PI 10(S APE HAPL (If Vilq11(, t (W.H/S/F) Sim A6111 `R PF 401(0 Ki Oqy. STErt. Arpi,,, ;0 I . Como IOTAD. 37 .0 PSF SEON 19911 Pt.,i,s in C.cH r,(r or iPtss A on, O.;�i , S ojtoP!lIS F I nrAlill (oJAIVIS PESIGo., PER DRAWINGS 1601 7� ` ........ *. I'll - PLIIFS Fort 11 11 Hrl, " I'll, An." ij OF "l, mo, "r A SEAL ON lol� .1-1:21111., :�A,`F, "" , I Or 1111. 0 MAI 01 IJON�Jeil Ill 1,111EIV TOP lot )ROSS CO.POHFHF OTIONAL DURJAC. 1.25 F ROM MLB OfSI6N6SEOVfiP 1011 SUIT"ILII, All " VS1 0 , "'IS , 011PONEIll FOR ANI OUILDINI, 15 Flit RESPONSIP" Fly OF lilt w AnIII)ING Prp AHsilipi I Sir 24 0(: t 26 05 SPAC I NG 24 . 0" JREF- ISRE081,,._Z20 (b9tyUj-bUb / IVI/A k A.LJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) sicab 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 4X6 (R) III 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. (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 9 material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L1240 total load. 2X4 III 4X4� 6XEI� 5XEI�_ M�- 2X4111 1 -0-12, 10-9-12 1 - 14-2-12 -1- 4-5-0 -1- 7-4-0 J- 5-8-0 I PLT ALPINE Alpine F I lLxineered Products, 1 11450 Mark) Dii,,,! 1J,,Lneq0tN.1T 33&44 -31-7-12 Over 2 Supports 11�1930 U-289 W�V (69601 51,15 / 1917A ( ) - A13) R=530 U=180 1 4-0-3 9-4-0 7 0 0 9 1 0 T Y FL/-/l/-/E/-/- Scale =.1875"/Ft. Design Crit: TPI -2002(STO)/FBC "WARN I NG;SI TRUSSES REOUIRE EXIREH( CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. U'S "I, " . TF. R PLAII.I.ITI T,;I,','. VAX 0. 1 ", I -- V-1 TC LL 20.0 PSF REF R081- - 6031 .... I. . (."I' IN CD . ........ IT 1 00 G C U. I' UFNI. N-. So III ' G 11 1 FRO 5 1 1 U.CIL ME 11 C A 6 0 N ... ;I,", UNIESS OINERWISE I No 'C* E N TC DIL 7.0 PSF DATE 10/18/05 0 F 6 UNCTION$. MA [SON. WE S37 9) TO S�FETPOA'TICES FRIT'R TO PERAORMENO THESE In A I TOO CHOR0 SHALLIHAVE PROPERLY ARITACHED SYRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIACIIID No No. RIGID CEIIING� BC DIL 10.0 PSF DRW HCUSR081 0529106F 11C ENG EC/WPF A COPY q1 THIS nfsio TO IHC (ftSTALtA1Iq1( (ORYRACTnA. AIPINE F%r,%HFFRFG 11AIIIII "OH I' 1111;G";A In U(tO 114E BC L L 0.0 PSF FROO!Wls. IN( 114 "nT BE PES�ONSMF 1111 1"1 1 IN SH;', I ... 111; �F P , G I'll I G. HST G CING OF IRUSS�11. SI-ATE OF S 1P11S 11 111"11 HA�Cl NIIH S fill AM IC1101 E IMISIO.S 0 "I" PI'- "I "I'll 'In "I PSF SEON 19907 HI is 11PL) Cnh" CTOR PL� 1 0 H, C, """ NO. U. Is, "T'Hpw E ;nG11, A I N P A VRAWIH�S J60A Z 0 TOT LD 37.0 InCt OWED WNAL DURJAC. 1 25 FROM H F B 100f(:�l A' CFPI�1111 Of P 111F�11( 11" 1 I� LR 11 1 1 D"Irm s"O N I Hr 'JI fflili Ily 1.. .11, OF .11 C1,1111111"I 1,,n A", Is Of 'HE It. I SIC. 2 Ift t 6 SPAC I NG 24.0" JR.FF ISRE061_Z20 U R G DES11.6fl, R it IN (69601-5U5 / 1917A ( ) - A14) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, 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. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 4 H05 10=_ 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 fL from roof edge, CAT 11, LXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. 2X4 III IX4�— 6H�— 5 X 8�— 4X4_� 2 X4 III 1 0 1 2� 10-9-12 �P- I — 14-2-12 J— 6-5-0 J— 7-4-0 J— 3-8-0 J T TYP. 20 Gauge H ALPIIIE LP\ Alpi ne F1 inecied Products, I IWO Ma% ley 01i'le nail"`* Cft,, 11, 33844 F1_ ',,Ii -,It,! .—n tion 6 —31-7-12 Over 2 Supports R=1930 U�-279 W=8" R=530 U=180 1 4-0-3 + 9-4 -0 (69601-5115 / 1917A - A14) ave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 L&dff9't 7"%Mv., 0 T Y FL/-/l/-/E/-/- Scale =.1875"/Ft. —WARN I KG':I TNUSSFS REDO I RE (I THEME CARE IN F�Bfi I CAT 100. HARD( ING. SHIPPING. INSTALLING AND BRACING. 58 ..... TC LL 20.0 PSF REV R081-- 6032 1111" 10 1 B, COMPONENT SAIIII 1.1 ... Ali..). 1.1111111[l) Ell TP. ITRO11 PiAll INSTITUTE 1 C A I)() '0 1, OF AMERICA. 63 0 ENTERPIL I L.. DATE 10/18/05 0 BE E. G. L", "'. . 0 '9' T' (W ' " A I F (I HOT G F f FM(RFMC: M U te 0 A IST WI 537'19) FOR 1;1E* " A IWCE"'- RAN% "IN T�-"' CT 0 5 N SS IMERWISE INDICATED. 1 10 0 TC DL 7.0 PSF 100 (1101�1) SMALL HAVE PROPERLY ARITCACHEO'SPTRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED P No. 2 DRW HCUSR081 05_29106G RIGID CEILING. BC DL 10.0 PSF —IMPORFANT—fts-Is" A cnPv 01 TFIIS nf,11,11 90 TMF FNSI�UAIIOH (n"TRACTOn. F"I"IN'Faco PRnOUYAS. I"(:, SOA:AHWOT BE RE-1 "In" Ift ". DEVIATION FROH IMI� DESIGN. ANI 'I'URE '0 01,110 ILE APACIIII, 'If 111USI(I. SIA F 8C LL 0.0 PSF HC - E NG EC/WPF tPI155 IN I.IINInAMAN( I f" IPI ; 1JR IAHRIC�11;96. -HOL1116. 6KIIIII 1.1; 11 DESIGN C91CIUQUIS 91111 APPtICAALF PPOVISION, (IF nn� (MATICINAk DESIGN SPEC. BY AFIPA) 0 TPI .1.11HE "PL f p Lo I TOT L U. ----- 37.0 - PSF SEQN 19924 QnKlIft LOR PLAIfS APF I§Ao( Of 20�jflij"A 1;PAUF,40!6Oj(vI, STEEL, , 110. 1 0 ER VP AWiNGS 160� Z. .... P L � rC 5 In [I' U I A' L OF IPtISS /,MO. 11"i F " 11111 W , Q I 0 nil 111 5 ()IS POST AIII 1"1111110" 11 ILAIIS F011011111 11 (11 "I'll 11 1111 111"11 Al "1 11 11 1 1 ( 1. A IIAI N iml o. 1) - -------- 0 A ING IM)KAJF� ACCUIANCt Of `P0FF5SIUWAt 111C,114CER(Ur, PF',Vnll�ifll[IIZ S010 � F(IF IM( TPU55 r0In`OUF`( Iq At DUR FAC . 1.25 FROM MEB DFSI(; OWN. IIIE SolfAeltily MD nSj of IMIS CIINPUNFNT ION A14Y OUI(TIn(j J� lItt ftt�l'(IMSiRil Ile LP IMF M SM 91)JI01MG V(SIC.HFF LIP AH�TIIPI I Sf�_ �. 26 Oct 26 '05 SPACING 24 . 0 JREV - 1SREO8I_Z2O (69601-5U5 / 1917A ( ) - A15) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7 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" gunnails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 2X4 111 5 4X6 (R) /// 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. (A) IX4 #3 HEM FIR or better continuous lateral bracing to be equally spaced. A.ttach with (2) 8d Box or Gun (O.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 2X4 III 4X4� 5XI3� 5X8� 2X4 III 1 0-12. 10-9-12 1 — 11-9-12 —1— 4-10-0 —1— 15-0-0 PLT TYP. Wa A A /1. T I I \1 LP I HE --�7j Alpine E-,tip-ine.eied ProdttdS, Ill 1150 klarlev Dii— ines Cily, FL .13944 Tj . 4 567 —31-7-12 Over 2 Supports R=1926 U=315 W�-8* (69601 5U5 / 1917A ( ) - A15) Desiqn Crit: TPI-2002(STD)/FBC 7 . 'WARN ING-:, TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOI ING. SHIPPING. INSTAI(IRG AND BRACING. 11111 TO OC R1 IBUICBM CO.1.011 - T FE11 %,.j1,.SC1 0 .1 TOE II.USS PIATE 1.1111.11,;,113 IF *ONB, R I" ", . SO ", DO. "A" I 'ON. 91 " 7 1 9 1 AND WE CA W 0 T S OUNCIL Of AMERICA. 6300 ENTERPR IN "AV ISO". WE 537 19 1 1 OR SAFE TY PRACTICES PRIOR TO PERF(OTHING THESE FUNCTIONS. UNIESS OTHERWISE tROICAIED. I (IF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAII HAVE A PROPERLY ATTACHED RIGID CEILING. 11 IMPORTA"T—iOrnisii copy Or TOl< DCSjrN TO (HF ["�TALtAlInH CORIRA�IOP. ACPINE En,,I"(rF,,0 O1Oo"C:1.,o1ll1 11�11:,LWNIF "" 'H, 011 IRIS U111G14; 1111 'AlILIP1 III BUILD -111 " US , IF A C if l Bpi G '"111P.116. 10SIML1111 1 1-1 , of "I'll' of IGN (�ON(ORHS . " I A I P A) "I) I �"r AlPlU1 S WliH APPAICABIF PROY1,51ON5 Of 110� INATjfl"�( Hk1IG El: . IT CON"ECIOR PLAIFS APT FIADF or 20114ilC.GA ASIH A(;S3 GPADC 40/" W. A"'' C ( IT I I I I A PI AIF, S 10 1 41-11 FACE Or IRUSS ADD. klnrrS� ojirpwj�E JOA( 1111 14 S .11 ., IOIII�.'H R OP W'jfill IFOA 1 ANY INSPECTION OF PLATES FOILOWIO Of (1) SHAII BE FER AH"FX A3 of iPTI 204)� SE" I. I SfAt 11.1 (1111 n A INC INDICAIFS A�CFPTAOCE Or PROFFSSI(lWAI (N��INEERING 145PONSI011 try SlItell lop I'll MISS COHP011f"I G7sw (,H �H 0 111 F I' :1p:lY ARCO U?SE 01 1111S CONPONfHT FOR ANY BUILDING IS THE PISPOIISI�-f 01 liff I %r Rriiom ;:WE'.IGMCV PfPS011101113 R--531 U=182 0 9 OTY: V No. 220 SlAt to Orl 26 05 + 9-4-0 FL/-/I/-IE/-/- Scale =.1875"/Ft. TC LL TC DL BC OIL BC LL 1 OT. I-D . DUR . F AC . 20.0 7.0 10.0 0.0 37.0 1.25 PSF PSF PSF PSF PSF REF R081-- 6033 DATE 10/18/05 DRW HICLISR081 0529106H IIC-ENG SEON- F R 011 JREF- EC/WPF 19897 HEB ISRE081 Z20 SPAC I NG 24 . 0 (69601-5U5 / 1917A ( ) - A16) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W7 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. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. T 1 11 5 4 2X4 III 5 X 5�- 5XEI�- 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, noL located within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) IX4 #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. Deflection meets L/360 live and L/240 total load. 2X4 III 4XIO� 5N� 5X5� 2X4111 1 0-12 9-9-12 —1— 8-10-0 —1— 13-0-0 !.or: 31-7-12 Over 2 Supports R=1259 U=256 W=5.75' PLT TYP. Wave\R ALPHIE 7 /�Ipillc E "gil)eeled Ploducts, 11 "t. Nllllc� Dme 1hillesCit"'14- 33844 (69601-51,15 / 1917A ( ) - A16) Ra�1200 U=233 + 9-4 0 Design Crit: TPI-2002(STD)/FBC 7.2 09 OTY FL/-/l/-/E/-/- Scale =.1875"/Ft. 'WARNIKG" TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REVE , TO 8 CST 1 03 UILD ING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (IRUSS PLATE INST I IDTI, III T C L L 20.0 PSF REF R081-- 6034 DATE 10/18/05 D of 0 on . M N N 'on RE SO ITE,820'. AD .... I "' AND ITCA (WOOD MISI COUNCIL Of MERICA. 6300 ER1E;",NE;,"N. H A DISOR FIT 537 91 10. 1 Alt I A�17111";l I OR TO , ERE GFU4 I N THESE FUNCTIONS. UNLESS OTHERWISE .00ATrU. I P CHO�O SHALLIHAVE PROPIRLYY P11TACHED'STRUCTURAL P ANTIS AGNO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. imrORTAUl —111-IS1 A COPY OF THIS nESICN TO THr (NSTALIAtION CONTRACTOR. (Plot Furllff(Rco �10001 F�. TO- �k HOF Of RESPONS1811 fVv 4"1 nF�l ` 1( 11 'Pl!" A.' I A111111 TO .1111D 1141 H , IR05i In C111110P.11.111:1, Will, fill: Op J�UPIC�Jlnr.. I!, , :'P'P1HG":'4*"1�1.IL hf; OVA,1.1; (Sir. CONFIWFIS Hill, rl`111 I'AHt(, PPOIMOA� (1i fit), (UATIVII ! —IGN Sr(r. tiv Afrr,�� k4l lPt. E ALVIN( CONNECTOR PJAFES ARE 11AUE Of 20/181166- (W M 1651 ;H,�Uf U1,160 V ;, LV, SIT t "Pt, S �Hj�',,I:SAIL IS I (!,W . F', i JUGAPC Fk.ICS 10 FK11 (A'[ Of MISS AND 11ol I N A DRAWINGS I rl� I A C oil ;�M� lH5PtCIjoH 01 PkAlfS FOE1OWEO BY ON C. 5 At IF; I MA-1; 10111CAIES I'Cf�7Wf 01 PPAIF 1,SION/4 ( "1;1911 11 IF WNS111f, I T� SK" I I'llp THE TPUSS COM11001-Il No.22 'IAI E OF S'IAI E OF TC D L B C D L BC L. L TOT L D DUR I- A(- . 7.0 10.0 0.0 1 7 .0 1.25 PSF PSF PSF PSF DRW HCUSR081 0529IC61 HC-ENG FC/WPF SEQN - 19899 FROM 14EB DESIGN SHOWN �t:"j At") .SE 0, 1",_, C'H_NE", 1.3H IS "U R(SPO.W1. — of 1U( 111) It 0 or, OF Sl GFIFF I A I I P SUL, P. 28 Oc 1. 26 05 ---- — ------- SPAC 114G 24 . 0" JREI -REO81 Z20 1 '1 (69601-5U5 / 1917A ( ) A17) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. T 1-11 5 3 5 x 5:—:� 4X4�— 4X4=— 5 X 5�- 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. Deflection meets L/360 live and L/240 total load. 2X4 IN MO� 5X5� 5X8� e A 4 111 1-0-12 7-9-.12 —1— 12-10-0 11-0-0 31-7-12 Over 2 Supports I R=1201 U=234 R=1259 U=256 W=5.75" (69601-5U5 / 1917A - A17) )LT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.20.0918, —WARNING.. TRUSSES REOU[pf EXTREME CARE IN FABRICATION. HANDI. ING, SHIPPING. INSTALLING AND BRACING REFER TO SCSI ON(RT SAFETY INFORMATION). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. 5e3 ILOING CWP SE tn. IT 'OKOFRIO ON , I S 03 (SO K. "1 537191 AND WICA (NO :RUSS COUNC:tNOV AM PICA, 6300 ENTERPRI E UITC 200 MAOISO E P OR T PE OP.j:O IT C 5 A MADISON. W[ 5 37 1 9) FOR SAFETY PRAC TIC S P I a AT G EST FUN T 0 . UNLESS OTHEAW15F. INDIC TFO: T Op CHORD SHALL HAVE PROP E PLY ATTACHED STRUCTU"L PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R 610 CEIIIN A* IMPORTANT—,opIlISR A CnPf If 1S,fflfSIGH TOUToF INSTAILATION CONTRACTOR. FAIALPINE r"6I"FrPfO PR ODUC I I . 1 41, SIW I No I BE P I S� I a A.1 I, IIA"T'I'OH 1;11111N;�Pl I It I � 1"; N1141, 11 1 o 'D to — ----- rAoSS I" (J''o ORHA4LE WI to TPI: r �Pp It I I in, . S I IN, . HSI f, I P.GIVITIVI ALP I HE 11 APP I( It DR., "I'll OLSIGH 'PtWilol . H L A I I FPoVISIoNS of WrS (MA110"AL FoFSIGU SPEC. SV AF&PA) AND IPI. "P. A6Sj G Or -ic " - , -, '. , IF IT . I A L..'-, i ,, , I S X P I ; o; :. , I I r Cf. F I I To( 11 1. Alto 1j, I R PaAWINGS 1- 7 IAI�1"U:� ."A"'P11"I A 0. 11 - " 1; Z, AN, Io1Pt<1IoH Of '.A IFOIL A $E At 014 � Is 126IM0 PIMIUCtS, Alpiiie E WICAIFS IIP�A IF I I I I":;IPI I "O."M I, � lop INE T�USS I "' " ' " R N 1950 Nta,ky 011- 1 GN S1100". I fit SO I I IN I I I V AN 115F Of 1111S 10HPONEIII fOP AN( 13011DIIIG 15 [HE PE51'0"511111111 Of IoF Haines C.ity: FL 338 4.1 ln�:IIILI)Ifo; Ol.SIGN(R PER &HSI/IPIII STEC), 7. 29 Oct No. 22 A + 9-4-0 FL/-/I/-/E/-/- Scale =.1875"/Ft. TC LL TC OL BC DL BC LL TOT. LI) . DUR . FAC . 20.0 7.0 10.0 0.0 3 7 . 0 1.25 PSF PSF PSF PSF PSF REF R081-- 6035 DATE 10/18/05 DRW HCUSR061 0529106J I-IC-ENG EC/WPF SEQN- 19922 F R 011 11L B SPAC 114G 24. 0 JREF- 1SI1,[081-..Z20 (69601 5U5 / 1917A ( ) - A18) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 4M 5 X8_� 4X4M 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 OL�4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 5 x 5 =_ 5 X 8 �_ 2 X 41�-� 2X4 19 4X4�_ 5X`5�_ 4Ab�_ bxb�_ — ,3Xb �Al) � 1-0-12 5-9-12 J— 16-10-0 —1— 9-0-0 31-7-12 Over 2 Supports R=1259 U=260 W=5.75- (69601 5U5 It 1917A - A18) PLT TYP. Wave\R np-ion Crit: TPI-2002(STD)/FBC 7.20 09 ..WARNING" TRUSSES REOUIRE EXTREME CARE IN FAGPJC�IION. HANOLING. SHIPPING. INSTALLING APO SPACING. PUBLISHED By TPI jT9USS PLATE INSTITUTE. SAT BETE IT 10 6CS1 1-03 (BUIJOIRr COMPORIEWT SAFETY INFORMATION ). *090FRIO MADISON. 91 53719) AND WICA (WOOD TRUSS CO MCIL Of AMFR,1CA.,6)O,0NEATtR ;"N. 0 OR.. SUITE 200, MAOISO*. WE S3719) FOR SAFETY PRACTICES PA 1 00 To P F RF ORMING IM ESE TOXIC 1 1005 "NJ 55 THE SE 1:01CATro, TOP CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED AIGTO CEItING. 1I`4P0RTANT**rOFNISIf A 1OP( OF I�IS CONY"�CTO- ALPINE FN-I-FFP(91 t "I) I el Ff 1P.) "S I Sit 1 1) DES "'BE TO 110"I, AL P 111 E IN P,: �(CIIING. IIANVI TO OF 1011�IS 0 "'F, O� .1q 5 P G. IT I 1 0 PPI"[S(011', OF IIDS (fiAIiO"AL OrSIGH 5PV. 13Y AFAPAJ �Al- IPI. 'N I'S "I"' �P PtIC"'I r 5!VI AS'- 1611 GOE 10/60 IW. K/14-51 `L V ,OIiIIFCfOR PIAIFS ARE KAOE OF si(ft. 11-I'L I 7POSS �,Q. ri PFR UP I I "(;S 16% 1 'Em 4114 ". I 1jeffe(l PlOdUCtS, �01 M at kv DI t". PLIIES fllt(llco ef If) ",_P" OF 'R.'s CO 11 I SMOWM III( S-JIVARII III 'NO IISC (IF jills fCHC %Ri eUIEUVIG IS IIIE PES"I"ISI-1- 'IF FIT III, 11nows City, FL 338,14 Ff. -LiQn 7 PEP �HSIJTPf I SIC, 7 30 Oc t, —#50 + 9-4-0 R=1201 U=236 W=8" QTY FL/- / 1 E / - / - Scale =.1875"/Ft. N No. 2 F I Ot $101 . VAL 2b TC TC BC BC TOT DUR SPACING LL DL DL LL . LD . . FAC . 20.0 7.0 10.0 0.0 37.0 I . 24.0" PSF PSF PSF PSF PSF REF R081-- 6036 DATE 10/18/05 DRW HCUSR081 0529106K 11C-RIG EC/WPF S10H - 19901 OH HE B JPEF- ISRE081_Z20 (69601 SU5 / 1917A ( ) - A19G) Top chord 2x6 SP 2400f-2.OE :T1 2x4 SP #2 N: :T4 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N :82 2x4 SP 2400f-2.OE: :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 :W2 I W4 2x4 SP #2 N: :Rt Wedge 2x4 SP #3: #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 6 : 8X 1 2�- 4 X 4 —� 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 rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Left side jacks have 0-0-0 setback with 0 0-0 cant and 1-2-5 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-2-5 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0 0 overhang. 8X8�— 6x I O�F 4X4 III 4X 1 O�— HIU14�— 111 U 14 4X16 (b3) =— 1-0-12 ft-- 1— 3 - 9 - 12 —1 0-10-0 7-0-0 31-7-12 Over 2 Supports R=2977 U=251 W=5.75" + 9-4-0 R=2647 U=303 W�8* (69601-5U5 / 1917A A19G) PLT TYP. 20 Gauge HS ave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0. 0 9 1 SAWNN—m "'WARNING" TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING. SHIPPING. INSTALLING AND GRACING. t" r CST I PETER To IT ol 1.01 ITUS CO.:..E-ISSA1ET1A1NIT AILW0:) PIT LISHfO By FEE (TRUSS PLA3TCOICNSTC1T1PJTE. 563 IT 'ON., R to C... , U LEE 2 Coo AD , WE 37 1 1 1 0 WRICA 0; TRUSS COUNCIL Of AMERICA. G 0 N If RISE Lit, V�V 14 fCfS PH INDICATED. ADISO , 111 S3719) FOR S4MTY'POA'T TO PERT RHIN(; THESE F NCTION5. UNLESS OTHERWISE to, C A C ION UN I PA G I AND U C MORO SHAtt HAVE PROPERLY ATTACHED STRUC7 A RE S BOTTOM NOR() SHALL HAVE A PROPERLY ATTACHED RIGID CFII ING, I No.2281 .G�POT IVIS OESII;H Iq THF INSTALIATIO" CONTPACTOR. AtPINE ENGINEERED ANT—FuRWISH A COPY OF R I V`I BE "(SPONSIO, 11" 11 111;GR INE lip, P P G, St I it, PR 11 IS. 10( SII�L TV 1%o S D: 11P I EY 111 I'.'G' AF All �'Ol RES 111111 Jpr, I CAPE 1: PRO J I S I 111i I 'If NOS (IT Al 1014 AL Of. 5 EC N 1 0 ill. P I IR 'TATE� 7 A L P SP S *% t GH BY �f Ar,, 0 IF, I ,;INEOE CTIIF, INS I;P 10C 4D16O (W- K/`-SI rVLv, SIEFI— "PrE. y 0 (1k .41 .111, 1, 11 A' I n ON Tfll� OF51:;Y1. F1 119�W.RGS 160, 1. _Hl X �'J V 7,051FI(Ill P no 11, 1.1p,11111.11 "Ill., r ill 1 0 N E rip ........ I P () N Al. �P"A'WJNG ENDII:'AIE'S —Is, CIHl-JNl Alpine F-1119illeffcd P-dUcts, 111.11 .1 'f IV, 950 Ik IrN Icy I-)& � OF S I G. S 10.11 � I.E 5.11 I,lnit I I I AII!l IISI 411 Cn"PONLIN) TOP Affi Poll DING IS 1114 R0VN!1SI8II I IV [if INC. I laiows 4 'it FL 13844 Oil I , U IN 4; DESIGNER FER ANSI/IFI 1 5 r 1 2 31 OTY:1 FL/-/l/-/E/-/- Scale =.1875"/Ft. TC LL 20.0 PSF REF R081-- 6037 DATE 10/18/05 TC DL 7.0 PSF ORW uCUSR081_05291C6L BC DL 10.0 PSF HC-ENG SEON EC/WPF 19949 13C LL 0.0 PSF TOT . LD . 37.0 PSF LIU[ FA C. 1 25 F ROL I 111LB SPAC I NG 24 . 0 JREF- 1SRE081Z20 ( 69601-51.15 / 1917A ( ) - G1 ) Top chord 2x4 SP #2 N :T1 2x4 SP 240Ff-2.OE: Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W3 2x6 SP #2 N: :145 2x4 SP #1 Dense: :W7 2x4 SP 12 N: :Rt Slider 2x4 SP #3: BLOCK LENG H - 2.000' SPECIAL LOADS - --(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 56 PLF at 0.00 to 56 PLF at 39.42 BIC From 74 PLF at 0.00 to 74 PLF at 0.51 BC From 20 PLF at 0.51 to 20 PLF at 8.06 BC From 675 PLF at 8.06 to 675 PLF at 20.06 BC From 564 PLF at 20.06 to 564 PLF at 39.42 BC 2852 LB Conc. Load at 7.06 8C 1634 LB Conc. Load at 34.73 (B) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (O.128*x3*,min.)nails @ 6" OC. (A) (2) #3 or better scab braces. Same size & 80% length of web member. Attach one to each face w/IOd Box or Gun (0.128"x3",min.)nails @ 6" OC. 2 COMPLETE TRUSSES REQUIRED E�� - Nailing Schedule: (IOd-Box-orGun- (0. 128"x3" -.min. )_n a i Is) Top Chord: I Row @ 4.00" o.c. Bot Chord: 1 Row @ 3.25" 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 4.50 ft from roof edge, CAT 11, EXP 8, wind TC OL-4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. SS07 12 (R ) \\\ 2X4 III 6XB-� 4 X 4 J A L C- SS 13 19 IN: -12-10-0 ;J 13-7-0 13-6-0 12-4-0 i< 26-4-4 12-7-4 �j5?8 i < - 39-5-0 Over 3 Supports R�-3 U=180 W�8' R=17246 U=3629 W=4' (69601-5U5 / 1917A ( ) - G1) PLT TYP. 18 Gauge HS ave\R Design Crit: TPI-2002(STD)/FBC 7 . 2- . 0! WARNING *:, "U ... 5 NEQUIRE EXTREME CAR E IN FABRICATION. HANDLING. SHIPPING. INSIA1,1ING AND BRACING. ""' C -0 ITT j I B 1 .1 1 DIMPO.1111 lArcyy .111BIMIATION). PUBLISHED By TPE (TRUSS PLATE INSTITUTE. 583 IT ' DR OF "DOOR 11111 I.B. MADISON. NI 53719) AND wIcA (WOOD TRUSS COUNC:1UOF AM RICA. 6300 ENTERPRISE ". MADIST WE S37S19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE TUNIC 1 0 S N�IlESS OTHERWISE INDICATED I OR CHO�n $HAILL HAVE P99PERLY ALI ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALP I [IF ,klpille I-Hilgitieeiv.d Ptoducts, 1950M i1r) Drive IhinesCity,FL 33844 IMPORTANT-fuRmiso -*If OF THIS nFSjGN TO ITT (USfA(TATION CONTPACTOR ..PIKE Eff"INEfREO E 7VE PRODUCT". INC. SHAT E SFNN�JUII FOP. Alif O(VIATION FROM THIS BFSIGN: ANY FAPILNRE 10 BUILD 71 5 1( IRI!SS IN (ONlnPHANC( WITH TPI: UP. ilFrOICITIM-1. "�NOCINC, SNIPPING. IUSTAt(INC & 8 `(ING Of 'PAU," OT, S (GO CON I NRU4S N I 111 AP F I, I CAR L I PP'l V I S 1 (111 j IN An � IN A 1114 At UC5f!;N SPEC. Of �F%PA� Alin 1p( 'M 6"l A 4 , (H " , , S C116411TIO N - N 1 "1 , A I Gil Nr U661IGM, II,1 GAL( , 11 I IT , ICH I IR S. I L UlINNV15f LNC�10 NQ HITS I S . rN S I T I I) U P P f 10 S P E I I 11) 11 11 f P I A I C S 1 0 1 1 (��! f 0 0 Y i I I , 1, , I I I, ( P t H F X �, "I P)l 2.02 Irc.1 A SEAT ON IIIIS 1, Au., �, FP F ,:IN,: "'N' F Orl'sSlINIAl ITY SI)lEtY fUP Illf TRUSS COHPINIII:�rl N:!::N INE'SH Ali I NO "SE Of jllll� (.IMVfINjII( FOR 1.11Y 81111.111116 15 IN! I 11'11�1611 11" (11 6"llujur, IN-sICHilt PER AnSifm I S(I 2. 32-- 7 8X 10 (E I ) =- I + 9-4-00-11-11 T R=8574 U-1805 W=11.314" QTY: FL/-/I/-/E/-/- Scale =.1875"/Ft. TC LL 20.0 PSF REF R081- - 6038 TC DL 7.0 PSF DATE 10/22/05 IF No. 2 BC DL 10.0 PSF ORW HCUSR061 05295CYli SjAj, F BC LL 0.0 PSF HC-ENG OR/DR (l�uj 011 T01 LD . 37 .0 PSF SE0 2 0 0 62 $i fj P, D IJ R F A C 1.25 FROII JI 11 Oct, 26 '05 SPAC I I-IG 2,1 . 0 JREr- ISRE081Z20 -5U5 / 1917A 81) (69601 Top chord 2x4 SP #2 N BoL chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5 X 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. Deflection meets L/360 live and L/240 total load. 2X4H1 5XB�- 3'-- + 9-4-0 11 2 X 4 Ill I'll 4A4= 4A1+I 3X8 (131) 1-0-0 12-8-0 15-4-0 R=1374 U=273 W=8" PLT TYP. Wave\R // \V ALPINE 7 Alpitic Uinginceled ProducLs, In I q5( , I Nlarl,) Drive II'mescit"R PqI4 34-8-0 Over 2 Supports (69601-5U5 / 1917A ( ) - BI) Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 12P.MVt P *WARNING* EXTREME CARE IN FABRICATION. HANofm. s"jPPrRG. INSTALLING ANO 8PACING. I W C:ITRUSSES URIOUIRE 1 16 to NO COMPONFNT SAFETY INFO NATION). PUII By TPI (TRUSS PLATE (KSTITUTE. 583 Of AMERICA. 6300 ENTERPRISE IN 6N ON IT S I E 200, MAU IION , .1 5 31 1 9 ) "a .1 C A tIMMYO TRUSS COUNCIL . 4ADISON 111 53719) FOR SAFETY PRACTICES PRIOR TO FERFOPHING THESE FIIRCIIONS. UNLESS 07IMPIESE INOICALEG. , top CNO'O '"At HAII 1ROP1.11 A I IACIVIO 1T.O11URA1 PANELS ik.0 FICTION 11fiNt. Stiml HA" A N.,IRT1 TTAC f No. 228 11.11) CEILING. A IIIPY Or THIS FICSIGH TO THE I "IKLIATIrR CIMIRACYOR. AIPTNF ENGIREFRrO rR INC. 11,11 DIIIIN: A. I,IH 1111 W BVIII) I"' STA�V j,U,S IN Onpe I, NlN Tj OR 11 1. . A ., G 1111111"G. 11111111,�NG ItUl :.r OF 11US111. .0' 8' : Go , N It No IN DESIGN Co"I IIPM, Ill APPI frIPLE 1ROY[SwNs 1" .1" (W104" Of I IT S EC . Or A Ii I A P 4olfie V./4.S) G�LY, STECL. API'L tom, Com"friop. PIT �11,5 APF WOE (IF 21)/IS/16GA (W.HjNjl� I AST, A6S3 rnioE (W. I�OA PIAPI TO (�CN (,%C,( OF TPUSS AND 111ILESS 11,E (nChlfl) (14 fHI I HHS.,RG, S;:fl�:lfj CV N, 11 ", IL"'I'll "I""" I., A N I ml, 1�11,0 P TIG 14 rA FS A 111. OR 111, 0, C 11 OfSIGR INC II.IiiiAll Ill NF) US( lil, III(S Ce.110KNI fill, of HUILAIING Is THE (IF I '05 011110ING OCSIGurp Pro H1ljIFI I If' 2 33- ot, L 26 R=1305 U=263 1 3-4-3 0TY:1 FL/-/I/-/E/-/- Scale =.1875"/Ft. TC LL 20.0 PSF REF R081-- 6039 10/18/05 TC DL 7.0 PSF —DATE DRW HCUSR081 05291C7A BC DL 10.0 PSF 11C-ENG FC/WPF BC LL 0.0 PSF TOT . LD . 3!, 0 PSF SE1JN - 19921 DUP . FAC . 1 .25 F ROM HE B SPAC 1116 24 . 0" JREF- iSREO81__Z2O (69601 5U5 / 1917A ( ) - 82) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Hust be properly attached to the bottom chord. 5 X 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. Deflection meets L/360 live and L/240 total load. 5 X 4X4=_ 5 X 8=_ 2 X 4 [it 4X8m 4X4= e A 4 111 3X8 (B 1 1-0-0 10-8-0 19-4-0 J— 4-8-0 -8-0 Over 2 Supports R=1374 U=275 W:78- (69601-5U5 / 1917A PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 . WARK1NG;,,TNUSS(S REQUIRE EXTREME CARE IN FABRICATION. HANOtING. SHIPPING. INSTAILING AND BRACING- REFE IT TO 6 -03 jT;Uj(DIMG COMPQMC%T SAFETY INFORMATION). PtHIJISH[D BY TPI IT USS PLA;E,INST 583 R 0 .0 SO Ift. A ISO . .1 131I�l A.. K. N.01 MSI COUPICIC of AMERIC A 6 0 ff I RRI;S,",.. ",:TE "OZOVOW01"53 FDA S A" Toy PRHACIICES PRIOR TO PERFOR. ING THE SE I U NC,.B., .A.1 U.1111 01HERWISF INDICATED. TIP INDIO 14A11 All P10PIN11 WIC.111 1MCTUF[A1 P,II.I11 AND NITO. MR. 1.11 .-IE A PROIE1111 ATIAIKO D C "'. RG. --1MP0RTANT*1FIJPMjSN A III INIS OESIM TO THY INST111,011111 CONTRACTOR. A(PINE FOGINFERFO PRODUCTS. INC. SHILI NIII 11; CI IN, 1 11*11 Ns , It BE " ON; IN U.,. N I UIIH I P" --------,/ALP 114E 'Ile, 1AGP HANOI ".. SHIPPING. IIISTAILfNG 0 , ING Of MISSIS j MUSS I "'OPH"CH G', . %CO jl� ... RHS 6 1 A I S111NI III NOS (NAIIO"Al� VESIGII SPEC. RY AC&PA) AND 1�1. AIPIN 1 HE CIOR F1 �Ifl �PE MADE OF '17, :,11111 "I'D (H. fill' Y- "M ... " p.t. I .1A.,INGI TAOA 1, "" ") "C" "" G' """ '"0. , . 'MY I III', I I I 'I I L.111 I C I - C " III I I I Sl L sr. rr N I T AlfAue Eingillecled 111-oducts, [I] G11I, , H� PI(I I I`T1,0Cf of pparr SS111"' rNGINUERI"C", pf'SP-11' 1: 1 1 T 'S.i. I I I F.IP 7#41 INNIS �30 ktirle) DIi,e IJISIGW S.OWN. "Ic "it IA(411 1 T� AND PSf IN 1111� COIfl`0NIHT I NP 1301-11IG IS III' III Sro"1811 1 1 ' (If I", 11.1 "lei (it, , 11, J3844 111111 DING Of ; In"FA rf R N� 1 i1v I I i c. 567 -34-- R=1305 U=265 132) + 9-4-0 T 3-4-3 -1 2 0. 0 9 QTY I FL/-/I/-/E/-/- Scale =.1875"/Ft. A . TC LL 20.0 PSF REF R081-- 6040 TC OL 7.0 PSF DATE 10/18/05 1 No. 22 BC DL '10.0 PSF DRW HCUSR061 05291C7C HC-ENG EC/WPF STA )F BC LL 0.0 PSF TOT.LD. 37 .0 PSF SEQ14- 19910 A OUR . FAC . 1.25 FROM 11 E B Oct SPAC I NG 24 . ON JREF- ISREOSIZ20 (69601-5U5 / 1917A ( ) BJ) 120 mph wind. 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located Top chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT 11, EXP B. wind TC DL=4.2 psf, wind Bot chord 2x4 SP #2 N BC OL-5.0 psf. Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be Right end vertical not exposed to wind pressure. properly attached to the bottom chord. Deflection meets L/360 I.ive and L/240 total load. 6 6 ElX5� ') V A --', r y r --* SXS=— 4X4=— EIX8�— T 3-5-5 9-4 0 1 3X8 (BI 1-0-12 1-0-0 2-5 12 10-0-0 20 - A 34-5-12 Over 2 Supports W=8" R=1365 U--286 W=5.75' (69601-5U5 / 1917A - B3) PLT TYP. Wave\R Design Crit: TPI-2002(STD)IFBC 7.2 091 QTY Scale =.1875"/Ft. —WARNING— TRUSSES REQUIRE ENTREME CARE IN FABRICATION. HANDLING. SHIPPIRG. INSTALLING AND BRACING. TC LL 20.0 PSF REF R081 - - 6041 (TRUSS PILATE INSTITUTE S83 .. . .... REFER TO SCSI 1-03 (BUIL ING COM P ONET SAFETY INFOR ISHED I N PH.St., SGCVILTPF E E L� 4 7.0 PSF DATE 10/18/05 IT 0 OF To OR 5 AD 1 5371 4 0 U 6300 ENIERPRIS! R #LESS OTHERWISE IMOCCAT RO%.,T ,1,9, 111. SAFETY I.A11�10EsSP:(flo URTOtPERFO Uu. 14AO I . UITE 200 H I S 0 . W 9 1 It V WICA 1 11&0 TOT'll I' CTIOI('�. AM R"A 14 ED TC DL I Q ITAILI, HAVE PROPERLY ATTAC ED I CV A P An CIS AND 001 TOM CHORD SHAlt HATE A PROPERLY ATTAC ED RIGIONUE11. ING . No.22 BC DL 10.0 PSF DRW HCUSR081 0529IC7D Z IMPORTANT— ISI A COPY Of fUiS CU-slGN In fNF. THSTAILATIO" CONTRACTOR. AIPINE EIVAINFERFO * i . 3 SF UP - I ANY 01, : a BC LL 0.0 PSF 11C-ENG EC/WPF PPODUCIS, INC, IALl MITI Of IIESPONSICIF I'll' IT III F-M 1 1 'Aff"I'A'10,1-1 TO "I'll" I"' 'A( E OF fAURICAll"r., "'0 IN .;N' P , I NG OF rp'ISSF-, S1 AL P 114 E 1pf,I'S IN CONfORMATIC1 WITH IPI: OVIO.S " '11011EC'E! P I Iql, ("A ' 0 ,(G- 5P - A V AT'$' IPI SEON- 19900 O(S 1119 CON. R.S I, I 111 A;CtlC19tF 'Holls Cfl..!/5/Vf �S'- -651 ""Of 4"/60 IN. K/F,.Sl SFEE". , P f "'I'C I OT . LP 37.0 PS[ -'P (IT'. ' l,:O;, "I' 'LES To F, ("I't N" . ":I` I 14 $IT PC A I f S I If I 1111C I � 1,� III A,: 1: 1:: 111 L, 111 '111 IX DUR . FAC . 1 .25 r P 0 1,1 1-1 F R -1 1 1 Cr I CF I PPQIj"!IQN I Fjll;lUftPl"j; PrS Off 10111 1 SILF1, JIS 1'. F I P., S 5 courwl, I I -- Alpiiie Fn2yitieered Products, III E A1SU' ATII( 10 T � 1 (0 11 ALL 1q50 Mad'y D'i"C OrSor," SfIOW" III E If 1.9 li rill USE If Ijij5 (�OfN`lUI(NI 100 AIUY SUIT DING IS IIIF PESV-�10lf I ly (11 'K OC t SPAC I NG 24 0" JREF JSRE081--Z20 111biesCity,I'L 33944 NlILDING 0151-EP, PC, I st C . 2 (69601-5U5 / 1917A ( ) - 614) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W1O 2x6 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. -1 V A — 3X8 (Bl) =- 5 X 5�- 120 mph wind, 15.00 ft mean hgL, ASCE 7 02, CLOSED bidg, 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. Deflection meets L/360 live and L/240 total load. I 2X4H1 4AO� C. A -+ - 1 0-0 1 10-0-0 -1- 3 - 4 - 0 - 1 21 - I - 12 R=1366 U=270 W-8" 34-5-12 Over 2 Supports (69601-5U5 / 1917A ( ) - B4) 3LT TYP. Wave\R nesian Crit: TPI-2002(STD)/FBC / . z UVI ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FAIIpICATION. HATCOL I Mr. SHIPPING. INSTAttING AND BRACING. ,!",1 10 I'll., 11"'..'TI, A .... ... ,r-L',.ED BY ". O'Hu" "A', I S�1111 AND 'C- IW.:,. '. - �'M" "EmIt"A.06'O' 1.11.1(11;IE L": PIT P CO. CC 5 PHI', C N CA L": W. TOM �Alll IIA TI f ACT TEO V "'R Y ' C S 1 0 'R' M' FUN 1 0 S' 0 5 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCIURAL PANELS AND BOTTOM CHORD SHALL HA E A P OCOERty ACHED fq RIGID CEILING N —IMPORTANT—ruPHISH A COPY Or rsOIS YEsir." TOY CFO( IffifWA11911 CONTPACfOR. AIIINF C.G(NEEREO TICS CC RO1110 INC G �Gw PR.1101(s, INC NOT SCIPFSPONS"o �.11 I I ..;: I - F ,1 P of "U'S" ALP I NE —J�S in CO"',OP"A'-:t TO I % S]AT OfSj(�H CONI(�rt4S W I T it App I S 'IF `OV, 1`016. SIE�. �nY'AfRPA) ATOP I 1.; 11 141 CofmECTOP "t'!C, 6 1 IPPI I A, I IN OPA MrS tfGi, 7 COWS f(I CACTI ;jCE OF Tplis' lfi;t. 1jUt(5S I 1114PHISE 411('2i I HAVE Of C`(1/tR/t6SA (1W H/ 5, V, I A A I (AIA 61.1y S IF, 1�11, I I 1�1 A LI A Sf TO I IT '.0 At is 111A 1; CA 11 LATE CO 1`111i %-l"', I(S' 1 1111::;: 1 1 I"ll, Alpine E llecrc( PI oduc Ill IC1111 IIIQII�L 1111910i Mai ley Dire S I An it I I V AN I) USk C.. TO I laines City, IT 33&44 C,CSIGHFP TIP tMS111PI I SEC, 2, Oc L AO — I 36 1 3 5-5 9-4-0 R=-1297 U=260 W=5.75" u I I : I TIC LL 10*1 111 TC DL 7.0 PSF BC DL 10.0 PSF BC LL O.-011 PSF TOT-LD. 37 .0 PSF DUR.FAC. 1-99, SPACING 24.0" Scale =.1875"/Ft. REF R081-- 6042 DATE 10/18/05 ORW HCUSR081 05291C7E K-ENG EC/VIPF SEQN- 19923 FROM HE 11 JREF - 1SRE0814--'120 (b9bu1-t)Ut) IF 1YI/A k I DDI Top chord 2x4 SP #2 N J3, T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :02 2x4 SP #1 Dense: Webs 2x4 SP #3 (A) or scab bracing may be used in lieu of CLB bracing. substiLute (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. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. ') V A --', 3X8 (8 1) =_ 5 X5�_ 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. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) Bid Box or Gun (O.II3"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. T 2-8-3 9-4-0 11 2X4 III 4XIU= �A4111 1-0-0 1 -0-0 5-4-0 J— 19-1-12 0 J— R=1366 U=271 W=8" PLT TYP. Wave\R 1 —__7��\ ALI' I NE __7 -oducts I Mpille E112161celed PI 1-150 Malley Dfle fh.iELeE;CitvjL 33844 —1 k.J�; IF 34-5-12 Over 2 Supports R=1298 U=266 W=5.75- (69601-5115 / 1917A ( ) - 05) Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 0 T Y FL/-/I/-/E/-/..- Scale =.1875"/Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AN ER 6 COW ONENT SAFETY INFORMATION). PURI [SHED BY TPI (TRUSS PLATE MET TO RCS1 1-0-1 (6011.01M 0-0 OF to . SEE I r, 2BO- HAD ISOM. WE S3719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN F(A1I'11.:. .'1'53119) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTI011 UNLESS OTHERWISE INDICATED: TOP CHORD SHAL I HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED % —/ . ... . .... � A o-*% NS - EN No. 2 TC TC LL DL 20.0 7.0 PSF PSF REF R081-- 6043 - DATE 10/18/05 DRW HCUSR081 0529IC7F RIGID CEItIXG. I MPOR TA N T **I ijpN I SIT A cop Y OF im I s PCs irm TO Dir INSTAtIATION CONTRAr.yoR. AIPI"F FMGTFFFP.EO FEE OOH'Is. IHC, �11`41 NO$ of PESPOOS18(f FOR �M oe,,imop, """ I'll, OES(6.� Ally F1klIUA( Ili Built! ]HE IIIUSS I" CO'll OPH1.111.1, Will, (11(: OR IAHIEIC�ItNG. IIAEFH[11�;. �IIIPI'IHG. ("SlAttill'; A RRA�IHG Of IP'JSS(S (C,. L-10-S Fill. 1 11 "ILE IPO�I, I 'IN, .1 FS (.11 JORIt OF 5 1 1;H SPEC. R.1 IF I-) Alin I I I . LIT", COHEItClU., PLAIFS ARE MAOL 'IF F-l" 16- 1,1� "11,111 I'll 611111 -1. 111. G�LV, "I" I "I'll T I. It S 10 (11111 r�,:( of fRUSS "1.! $111. 1 " Oil IF CE OcAlro 04 1015 DESIGN. POS111w, PER 111"WIFIGS 160" 7, ON OF III, I " " 11 11 _"Ol 'PEM"': `4 1 IS I Il 0 Y f 0 N 11 HELP, I:!" SIAr F B C B C TOT.LO OUR D L L L . FAC 10.0 0.0 37 1.25 .0 PSF PSF PSF HC -E NG EC/WPF SEON 19912 F R OM HE R OF S IG9 SHOwN 1111. `111 6 11 Ily )IM0 ll�E 1', 11,11 1:11.1014101 IOP 1.1 11111TVIIIII. IS 11-L ft(,POH�Ioltlly"Of lilt. otillolili; RFSIGHER PER ANSI/7PI I SfI 7 37 1 Oc L 26 'U5 SPAC I NG 24 . 0 JREF- ISRFO81 Z20 (b9bU1-bUtI / 1�11/A 1, 1 - i,11 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 X 4=- 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. Deflection meets L/360 live and L/240 total load. + 9-4-0 4X4 (A2) 4X4 (A2) 10-0-0 -1- 10-0-0 20-0-0 Over 2 Supports R=812 U�180 W=8" R=812 U=180 W=8" (69601-5U5 / 1917A CI) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7. 18 OTY FL/-/l/-/E/-/- Scale =.3125"/Ft. Ar --WARNING— TRUSSES PFOUIAE EITRE.F CARE In FABRICATION. HANDIING. stirpetila. Ill AND 8. 76- I HFORMAt ION). PU61. 1514ED By IF I (TRUSS PLATE fNST I TUIE 3 .. . ..... TC LL 20.0 PSF REF R081 - - 6044 03 6300 ENTENPRI;[18 REFER 10 RCS1 I (OUIL ING COMP ONE NT SAFETY 1) '0 Nor R to ON SO IT 0 00 MAO 1 5 ON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. t " . --�r F.N , . MADISON. WI 5 3719) FOP S�FEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWI SE I ""C"' 0 %; TC DL 7.0 PSF DATE 10/18/05 TOP CHORD $HALL HAVE PROPERLI ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL WAVE A PROFFQLV ATTAC MEG RIGID CEIIING I No. BC OL 10.0 PSF DRW HCUSR081 05291013 HC - ENG EC/WPF " IMPORTANT—FORNISU A COPY OF THIS OES!(;" TO IN[ INSi�(CATiox ro*IP.ACTOR. ALPINE F"41"I'FREO Pit Imc, SU,lt NOT BE E 1(,, 10, 0(11�111fll FP-111 'HIS OESIG"; All, ffillljl�[Glo oulce iNE 'E BC LL 0.0 PSF ALP I NE IRUSS IN coafflfl.Allcl Willi IPI; OR HANOI P46. SIFIPPI"G. INSTALLIN6 8 R Of 1POSSES I)IS111. 111C. M1 AFIPI, AND IF I PI"E OF GESIAN fONr;lPllSSWIR1" Al'I'L '1G1 '111TION11. N Ct it P All A 1 11, 11 lo 11, 11 A -3 G AGE 4q�60 IN. K/H.Sl GALV. APP( A I G or D ........ 1. 0, TOT. LO . 37.0 PSF SEON 19905 ------------ All V f UsPE C I I ON 0; 111 A I 15 F 4)1 t ONE 11 G � I I I SHAA PC PE 1, � 'I'll I'll 117 1 '1102 SEC.,. A S , At 11" ["IS ........... Alpitic E lice ed 11 1 t I 111�0 AW11411 11101CAT(S ACC(PTAR'l (11 PPOFF5510"Al, rUGINFEREOG F(SP(MISIFIN I- SIIEI e (�N IMF IFUSS COMPniitlft 0 14 All DUR . F AC 1.25 F R OH HEB 1, Mir! Dli'�e("ICS' ii) I lailles 17L' 3'3844 L 'NO USE 0. 'R;S LO11PORE"I fill, ANY NUILOI�G IS lilt, ATIPONSIFilt IIY OF flit 2 0 t 2 SPACING 24. ON JREF- ISRE081,Z20 FL 16d�— 38- i cnCA1 -cZilr / 1017A ( I - r9i Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4M 4X4 (A2) =_ 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 0, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. LLJOJ 10-0-0 J- 10-0-0 V814 U=180 W=8" 20-0-0 Over 2 Supports (69601-5U5 / 1917A ( ) - C2) PLT TYP. Wave\R Design Ccit: TPI-2002(STD)/FBC 7.20.OS -WARN IxG*:j IRJISSES REOUIRE E XTOfM( CARE IN FAOR ICAT ION. HANOLINC. SHIPPING, INSTATA ING AND BRACING. REFER TO FIC 1 03 (8011DIN6 COMPONENT SAFETY INFORMATION). PUBLISHED By TP I (T9USS PLATE INSTITUTE. 503 D.Glo, I . SUITE 1110. . 11.1. 11 11111, AND 'C� IW0 TRUSS 113UNCIL 01 AME RICA. 6300 ENTERPRISE IN. I TO A, ITY P NA "C' PFT I . T PE RED MING THESE FUNCTIONS UNLESS OTHERWISE 11111CATED. TOP CHi�D SHALt"HAVE APR'oPfRt Y ATTACH[O'STRUCTURoAL PANERL S AND BOTTOM CHONG SMALL HAIME A �opT.Ly ATT AC., 0 RIGID CEILING. URNISH A COPY OF THIS OFSIC.F4 TO IME INSIAILATION CONTRArTOP. 1.111NE EN1110FRECI ZALP I \NE 1111 11,' 0 IIAII�. '�.14 THIS OtS:Gh:," IAHyiLIA,1,LUR 1 0 "A' . S 1! AC I ......... I It I I R P I '_ 111 it,,lors"Ito lit( ALP I NE S L (09IF,0,0;,-S W�1_,H 'P, tjCtq F ppjyj [011, 0, "US 0 'l ts"IllpplL fp, . AT F (HE OE5 Ir, 0 1 n E A 1) __ __�\ 11 ;,1 , �,1%111bf " ; �u "q 'U. """" "Pt e Pt 'IT S I. I 1 0. U"F-f 1" 124 P95111QU F n AW146S 2, A 1pine I7,ii,6qeeied Prod (lets, A141 111SIECII(MI 01 'A'W" 81 (11 r, T11 I I 1 11 11C I III 111111"r, 111011AIF1 I ��11 11, .), I'll, I 51 0" . 106 1 �11:; USE TOP Allf "1111offr, Is [III rs"INSIB14 ]IT OF III I J.1ples (:jii, 1;1, 338,44 BW10114r OFSICARR PFR I 14C. 7, rT r;r1. 0 SA7 1 39 N 22 F Lont'D.. .......... 01VAL Oct 26 '05 4X4 (A2) =— R=755 U=180 W�8" QTY:2 + 9-4-0 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF FOT.LD. 37.0 PSF DURJAC. 1.25 SPACING 24.0" Scale =.3125"/Ft. REF R081-- 6045 DATE 10/18/05 DRW HCUSR081 05291C7H H-C - EN_G� I C / W P F SEQN- 19915 FROM MEU JREF 1"')RE0814720 (69601-5U5 / 1917A ( ) - C3) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 X4—= 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 13, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. + 9 4-0 4X4 (A2) =— 4X4 (AZ) =— "0 - 0 9-0-0 —1— 2 - 0 - 0 —1— 9-0-0 J 20-0-0 Over 2 Supports R=812 U=180 W=8" R=812 U=180 W=8" (69601-5U5 / 1917A C3) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.20. 1 0 T Y FL/-/l/-/E/-/- Scale =.3125"/Ft. ..WA KING*:, TRUSSES REQUIRE E.IREHJ CARE IN FASAICAI [ON, HANDLING. SHIPPING. INSIALLING AND BRACING. R I ;� .. . ..... . -C 4 TC LL 20.0 PSF REF R081-- 6046 RIFIN 10 8 -1 1."" 0 I-G COMPONENT SAII T' 1 .1 IPI 'TRUSS PLATE 1.11.1 "1. 163 C IT ., U UP AND W I END TRUSS COUNC IL Of AMERICA. 6101 11TIll.." III, '0 , L." 2 DO HAD ON' 1 53 7 1 1 ROG THESE FUNCTIONS. UNL C 55 OTHERWISE I... A, MA IST WE 537S19) FOR S'FETY"RAC TWICES PR91OR TO PECAORMIO C ED. I A P OR RD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A FROPERLY ATTACHED A No. TC DL 7.0 PSF DATE 10/18/05 DRW HCUSR081 05291C71 1'"0 1 EV 1EIL 16 a G BC DL 10.0 PSF /A AIPTNE ERMINCEPEO HC-ENG EC/WPF ----- P I t I E —IMPORTANT—FUP NISH A COPY OF THIS DESIGN TO THE INSTAI�ATTOH CONTRACTOR. Pollnuc Is, I TIC. 51, AT I Rol 9t PFSPONSIBtf F(IP, Ally OEVIAt(ON IRON 11115 OFS(GN; ANY FAIL II% PA!IPJE�;rO RUILO r?gPicATTvr.. NA1101111G. 51411VIII41. IMSIALLIMG $ 9 If, let.1151's STATE OF BC L L 0.0 PSF L TPUS!jHjH CORTI) HANff .1111 IPI: oR C, Co N( nl� HS WITH APPLICIALF. Of 1105 (HATI(IUAI� IfSIGN SFEC- ITT AFSPA) AHII IPI Al, P I NF. CAgRELIOP PLAi(S ARE MADE I)( 21jjPjIFGA (W.HiSiv) ASfN A653 GPAEM. 10/60 IN, VJH.S 1, STEEL, "PEI PES16-- OSI 11 0 IIPAWIHGI I I;,? 'k, TOT. LID. 37.0 11 SF SE 01`4 - - - — - - - 19902 PI AILS 10 EACH FACE 00 IFIIII il!U. URIESS 'ITIKE'111SE IOCAIII) 1111 1111S ANHF% A3 'it IPII 200� S[C.3 A SEAL 1111 111125 If *-- �I el [?I od ucts, Ill "Y 1"SPEC110" of ptAIES (111[1,11ti) SY (I) SUAlt BE PEA -11PM11411. INPICAIES ACCIA'��Uff 01 PPI)II'S51014111 CLIGIllf(R.ING PF�PIIHS UII ITT SOIFI I IOR III( TITUS' NAIL, DUR FAC 1.25 F R 01] Ill- 8 t� , FL 33,z,44 It 567 U 51 N S..N "I I _�Jj( A;Hl ll�( of THIS (OHPOHFIII ION ANT 11(litOINI, 15 THE RES11011s](111.11Y Uf ]HE r r SEE '";P RHIJUINC, 0, StGHI'll PEP A451i 1" 40- 1- 26 05 SPAC I NG 24 .0 1 J E F 15RE08 Z2O 1— (69601-5US / 1917A ( ) - C4G) f-2.01: 120 mph wind. 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Top chord 2x4 SP #2 N :T2 2x4 SP 2400 anywhere in roof, CAT 11, EXP B. wind TC DL=4.2 psf, wind 8C OL--5.0 psf. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 3X8 (GI) m #1 hip supports 7 0 0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0�0 overhang. End jacks have 7 0-0 setback with 0-0 0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0 0 cant and 1-0-0 overhang. 4X8--- 4X10=— JAOkDL) — + 9-4-0 LL-0 "0 7-0-0 6-0-0 —1— 7-0-0 20-0-0 Over 2 Supports R=1535 U=308 W=8" R=1535 U=308 W=6" (69601-5U5 / 1917A - C4G) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.20.091 n n QTY:1 FL/-/I/-/E/-/- scale =.3125"/Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE 10 FAIIAICATIO11, HANDLING. SHIPPING. INSTAL(TINGIANO BRACING. TC L L 20 0 PSF REF R081 - - 6047 1111, 11 LICIT 1 03 (BUILDING COMPONENT "FET ' INFORMATION) - P"61 FSHED BY TPF (TRUSS PEA ITS "TO .. ... B ......... OR' . SU ITE 200, MAUI SON. W 1 5 31 1 9 ) AID WICA (WOOD IRUSS COUNCIL OF AMERICA. 0.0 EIIIIERP.S' IN. % 10/18/05 MADISON. WI 537191 FOR SAF E IT PRACTICES PRIOR TO PERT ORM I N G THIFSE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 7 0 PSF DATE I OR CHORD SH�Lt HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED P 1 610 Cf it IN" No. BIC DL 10.0 PSF DRW HCUSR081 0529IC7K —IMPORTANT—FlIONISH A COPY OF THIS DESIGN TO T14C rNSTACIATIOR CONTRACTOR ALPTMF ENGINEERED * PRODUCTS. INC. SHA9L NOT BE PESPONSlpF r , A. , Rom IS TO GUIID THE BC LL 0.0 PSF HC - ENG EC/WPF P I NE 'OHIO MAK IT 11 So At G. AN L . 5 P G. H r 06 8 AC:"G OF I.USS(.S STAIF /A /L r W 11 1 IC 1, " 0 1"" H:HPI, S ALPINE S% TOT . LD . 37.0 PSF SEON 19947 F ORI'S I I If A111, 11, ',.11 o.1 III Hill '.�TI.Hll Iffl, .1 Al .'A, �Ioo 11 I ON I ':ToF , I, A TE R E 1) , �ll I'. A �STFI �65 10/60 (H. K10.51 GAt YR STIEFLI I" '; r'P 101 F ", I " Z .. - .—.— -.— ------ PLAITS 10 F�CH fACE of FPUS� ARO. -IIIIPPWI�F k Alf '"1 11115 DFSIC,14, P"Illoof f IT Aw ....... I itf fPII 7-oo2 �fc 3 A SE At 110 Is oul 1) 8, ( I y �V,A I III ; I P Awl" y op "" ml DUR . FAC . 1 2 5 NE 8 PLArts fo(i FROM /\11111le � ueeied Products, ii P04111(; INDICAITS111ACCIF, I I'll, P 011111UHAl 11111"I'lliff; ITT 'S - flo. AL utz� IS r P 111 lop All� 1; S R"P.Hs , inH 'C11 01 for illo S I � I "'i Malley Dirive 0 1 11 4 1 ILI I AND USr (if fills co"I'OUF Z20 11,illes City, R, .1.1944 fill I I n I Hr' OF 5[rNIR PIP Anil/IPI I st� Oct 2 SPACING 24 . 0 JREF tSRE08t - - ", I -I AI - , ID -41- - I (69601-5U5 / 1917A ( ) - 01) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Deflection meets L/360 live and L/240 total load. 4x6 III 3-5-5 t 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. 2 x 4 111 2 X4 III 11-0-12 11-0-12 6-4-12 J— 6-4-12 R-550 U=180 W=5.75- T TYP t ALPINE Alpine E111611kri-ed I'loducts, I 650 r'I:U Icy Dri'e I huses City, I-L 33844 12-9-8 Over 2 Supports R=550 U=180 W=5.75- 1 3-5-5 + 9-4-0 t (69601-5U5 / 1917A - 06046-01) Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 1 &vef". Q T Y FL/-/l/-/E/-/- Scale =.375"/Ft. k*WARRING** TRUSSES PEOUIRL EXTREME CARE 10 FABRICATION. WANOtING. SHIPPING, INSTALLING AND BRACING. REFE TO B(SI 1 03 (SUIL ING COMPONENT SAFFfy INFORMATION), PUBLISHFO BY TPI (TR(ISS PLATE INSTITUTE. 581 R U tUSS COUNC:L"OF AN RICA, 6300 ENTER 0.07 OF 10 TYE 20' . MADISON, WI 531J9) AND WTCA JWOOO IT IN 14AOI1.:, .'1"531191 FOR SAFITI PRACTICES PRIOR TO PERFORMING I NESE FtHIC T 0 5 UNLESS OTHERWISE INDICAI 11 Top CHORD SH At I HA VC PROP ... AT TACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL 14AVE A PROPERTY ATTACH", RIGID CEICING —IMPORTANT— ,�,OP.NISH,A,CO1Y,OF,T IS IGN TOUT F INSTALLATION CONTRACTOR. AIPtNE ENG("FFRCO PR.OUCIS. Inc. At , NO E R E TO SMOtEDEFOO All 7 EVIAfion FROM S.;!115 DE51fN: AU1 FAILURE 10 BUI(9 THE TROSS IN CO"FoR.AW", W" T"; D ...... A".". m" "11HI, iN5T-L(J-- A RP-1.1 OF IP01f� U C, Op ""S 'N'T11"AL 0151111 �1� . 11 ACAP . lt�lmf P"' " I IN I 111:11C. I F �"'Jsjq.s 0 G 1 11 Ill. I y ACV, SICEL, IPPLe a.. Ll�. P11JF1 APE MADE Of 20/18/ 66A I. o� A 0 60 G I E P jS ' 0 'r z To ft�Cll FI�E Of FOUSS AHO. U"jiss jiNpwi�F jO(,(EU ON TOIS or�ir.". IF N P DRAWINGS t.O� A" PtAIFS fott(oll(O By (I) 'I 1'r(lif"Sill 11: F :T.1111115 AW : '12"1 C�" : "I I M V I 'P J`1/1 'GEN % No. 2 F At 0 ... ... $1, TC L L TC DL B C D L BC LL I OT. LD --------- DUR . FAC 20.0 7.0 10.0 0.0 37 .0 1 .25 PSF PSF PSF PSF PSF REF R081 - - 6048 DATE 10/18/05 DRW HCUSR081 05291CC3 HC-ENG EC/WPF — — SECIN 17766 P E V F R Otl I -IE8 P(SIC", So:;'J". THE AND OS� 'it IHIS COMPONCIII FOR ANY P111101111; IS Iflf RfSPONSIVII Ily Of 1-11 [o) " 01 'r. f��IUHFR F'P AN I 1 2 42 0C t 1 26 SPAC ING 24.0 JREF - 1SREO81 Z20 (69601-5U5 / 1917A ( ) 02) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 1 3 5-5 t 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 rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 6 � 6 =- T 3-5-5 + 9 4-0 t M�— 4 X4�— 11-0-121J-3-12 __ - I ��- 12 �1 3 0 6-4-12 6-4-12 PLT TYP. Wave\R /AL P I N E 171 igiiieep--1 Products, I �50 Mal I"), Dti- MimesCity,R, 33844 -FL 12-9-8 Over 2 Supports all i R=550 U=180 W=4.95" R=550 U=180 W=4.95- (69601 51J5 / 1917A - D2) Design Crit: TPI-2002(STD)/F.BC 7 0 9 1 8.NI%h� OTY Scale =.375"/Ft —WARNING-O' TRUSSES REOUIRE EYTRtME CARE IN FAeRICATION. HANDLING. SHIPPING. INSTALLING AND 89ACING. REFETO RCSI 1-03 ltg ING COMPONENT SAFETY INFORMATION). PUBLISHFO By TPI (TRUSS PLATE IN R (eoj I F 0 D'ONOF o DR. , 5 V TIE 200. MADISON, WIT 53719) AND WTCA (WOOD TRUSS COUNCI 0 AMERICA. 63 0 E HAD I SO: 1 3719) FOR 1AF111 11ACTICfS P If I OR to PC RFOP.LRG THESE FUNCTIONS 0 NJ 1 5 5 0 IN R WISE INDICATED. TOP CMO�DWSH' A PHOPERLY ATTACHED At I "A " PH UP , a , I AT TACH(D STRUCTUPAL PANELS AND BOTTOM CHORD SMALL HAVE RIGID CEILING. t.1% r.. .. ....... % TC TC 8C LL DL DL 20.0 7.0 10.0 PSF PSF PSF REF R081 - - 6049 DATE 10/18/05 DRW HCUSR081 05291CC7 —IMPORTANT—FOP.ISH A copy or THis n(SIGN TO THE t9STALIATtIN CONTRACTOR. AiPlIff EN610111PEn To ILD I PROOOCI�. 111C. SHALL HOT P( RFSPONSIS(I TOP ANY UFVI�TION FPO FAILUPF HF " IS 'M ANY frUSS IN CONFOPMANCE w(iii ITT; OR fACPICAIIFIG. UAFA!( IfIr. I AP,,CING OF"'I'PUSSES. OF �U 1 Ili I "I ON "I .,. A"""." I' NOS I.All."M III AFUI 111. AIIIIII .S OF 11,111A 11."111 "I'l "I" 'I'D 0/6`3 1 1PIL I LATES �Rf OlADE Of 201 IIAIII 10 1 "1 of """"A" 0 1 Of A I I .;rO 1, r , A IF, � 1), H.C" P, I I 1 1111. 1 P III AIH1(X A, "F I'll S11 i� A SlAt H N ON o �IIRAWING ["Of " AT " 5 ACC114AIWI ')I ,rI,jr.11 SH(INN IN( Solf"111.11Y A1111 IJSf Of 11111 All, G S R 0 1 Y (if 0111(ol"C' O(SIGHF., rrn ,NSI/IPT I Sr, ? -43- TA' STAF oc L OF BC TO] ------ DUR SPAC LL LD . FAC ING 0.0 37 1.25 24 .0 . 0" PSF PSF HC - ENG SEON F ROM JREF- EC/WPF 19908 11)EB 1SRE081Z20 -k-- -,- , --. , -- — Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. SEE DWGS A12015ECO901 FOR ADDITIONAL REQUIREMENTS. End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 4X4—= 1 3 5-5 t 4X4�— 4X4—� 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 rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. THF 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, 11 — -0-121 < 3-3-12 3-3-12 t;..Il - 0 - 12 6-4-12 6-4-12 12-9-8 Over Continuous Support R=178 PLF U-30 PLF W=6-2-0 1 3 5-5 9-4-0 —1 Note: All Plates Are 2X4 Except As Shown. (69601-5U5 / 1917A - 03) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.2 .091 OTY FL/-/I/-/E/-/- Scale =.375"/Ft. ..W NING" TRU5S1S REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, 1115TAI.I.ING AND SPACING. ....... TC LL 20.0 PSF REF R081-- 6050 AR CS, I U, IEFFER TO 6 -03 LET LOING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTIYUIE. 563 I* IF '0';'"1 11:1 1,111.111n, All 11C%,woll 11,11, IOUNI I OF AMERICA. 05100 ENTERPRISE Lk. W TO A�'W .Viso:. INS 19 A S 10, P 1, 5 P I N 1 0 P, RF PH IN. THE S E F00= S. UNLESS OTHERWISE INDICATED. TC DL 7.0 PSF DATE 10/18/05 TOP CHORD $HALT HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No. 2 IT 61 t N 1 0 CEI I G. BC DL 10.0 PSF DRW NCUSR081 05291CCR IMPORTANT- -rNpmISH A COPY OF THIS O(SIGH TO THE INSTALLATION CONTRACTOR. ALPINE cliGionrFun P4,100"Is. INC JRAIJ Rot HE PFSPON�IBIF k(f AFIF OEVIAIION FROM 415 BUIIV STA E 0 r BC LL 0.0 PSF HC - ENG EC/WPF TRUSS in ':011le—A.CF Him it I� ON I �n rl(�Jlftl. FlAkOLI"';. 5 H�F'ING. IF S I FIG B l. G or TPU ALP I NE AS, I, S. - - - " ---- - I �SL Pl't .*, OFSIGH SPI' - Y AFF.-) AND IF[, HE A(5" "Q( 0/60 in. I nc�iti) tln iffis FIT To, '�.'N""F'P. ('01W. 160A ------------ P K TOT LD. 37 .0 PSF SEQN- 19898 DESIGN C(HIFOPMS U114 APPLICA81,17, PPOV!510911 Of HOS (HAII(OlAt CUNN(CTO PLAfFS APE MADE OF ?OfI8/!6" E IT A I F S 10 (ACH FACE OF [RUSS AN, NNI-L" I"OrZ .... .. III-FC110,14 Of PLATES IFFItOOEll 6� (1) 51-1 :;1j::T1 26OIFNI.,". -B Alpine Eminceled I'vinducts, 0 AW[IIG JH0IrATES t,CCFF,rAN,7r of ult(arsSimm F, le N I R 'S 'If IF I AL DUR FAC 1 .25 FROM ME 41181111" 0 M' rlf� 01i'm of 5 1,;" SHOWN. Pill, SUITABILITY AND USE Of I"fS COMPON1.111 FOR Mlf CUI(OING 15 111( PF�PO I I hin ' '" City, fl, 33944 flurl OIYH; OrsirNER. PEN AASI/Iri I sl C P� Oct 26 '05 SPAC 1 NG 24 . On JREF - 1SRE08I—Z2O FL C.1ifi—cateofAuthotin i-on ft 567 44 (69601-5U5 / 1917A ( ) - E4) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 JA rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Reflection meets L/360 live and L/240 total load. 4 X 6 5-5 W�— LN-- I - i I - i i -j 5-4-0 J— 3-9-8 —9-1-8 Over 2 Supports - Rm-294 U=180 W=3" R-899 U=180 W�-11.314' Wave ALP I NE _;7 Alptile Efiginceied Ptoducts, If �iff Marin Dii, , I fmqes City, N - 13844 120 mph wind, 15.00 ft mean hgL. 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. Right end vertical not exposed to wind pressure. #1 hip supports 5-4 0 jacks with no webs. -1 3-0-3 9-4-0 t (69601-5U5 / 1917A ( ) E4) Design Crit: TP1-2002(STQ)/F8C 7.2 OTY FL/ - /1 /E/ -../ - Scale =.375"/Ft. -WA VING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. RAMOtIM SHIPPING. INSTALLING ASO BRACING. R NT SAFETY I.FORMAT�09'0), PU LISHEO BY TPI (TRUSS PLA;EOIN5TITUTE, S83 REFE. TO SCSI 1 03 (SUOILDINGOCOWONE 0 OF 10 0 1 1111. 31 1 1 "ET ME (A ( 0 TR:SS COON( [ OF AMERICA. 6 0 NTERPRISE LN. U Ile 5 MAOISO:. WGR 5 37SI91 N I , RR AC "C'S PRIOR To PE4101"ING THE " F ON CT:ONS . UNLESS B , HER ... .... CA , CO 0 1 TOP CHORE) $HALL HAVE PROPERtY ATTACKO STRUCTURAL PA. E , 5 A.. GO TF.. CHOSE) SHALL HAVE A PR.,1RL1 ATTACHED RiGin CEILING —IMPORTANT— up.wis,i A call nr I �7Atj TION (O"TRAITOR. AIFINF CNG;NFFRFO 111. 1015 U(StIm; ANY (AttN E TO RUItO 161F IS. INC I�IAL .0 PO P IN C1,110 .1.1E .1111 111; ON FISII[CAIlOr" 1, t kG. Horpmr,. JNSI�11 III(; & R ACING Of OT', "N CO HE OHMS OIYH A�et(rAfi(f PR9JISIO"S Or Ins (HAITON�I, DESIGN �P(C. BY AII.PA) ANII III[. ml�(H( -ONN , I'LL .111SI't ASlIf A653 GPAOE 160 K/H.S tI. STEEL. -pp. V I'LAI TO I c `Xr lfs "a' S S "0 _ESi OIJ Of I'([ 2a% "(3 �, I I . 11 " 1P V. ,Ny INSPECT TO" :If,PJOELS I X 0 5 0. TOR-I.G INOIIITF� Ir'CVITI N! I lull; "�S,W'Um I I I SIO-El I 1 .9 "If 7A.Uss COWTUE .a L, I H, ; ........... .. I, IT, "" IN I A. I ", ( 45 No.2v SlAl F ton WS ON 1 Oc 11, TC LL TC DL 8C DL RC LL TOT.LD. DUR FAC t S P A C I N G 20.0 7.0 10.0 0.0 37.0 1.25 24.0" PSF PSF PSF P PSF REF R081-- 6051 DATE 10/18/05 DRW HCUSR061 05291CCR K-ENG SEON- 1 -ROM JREF- EC/WPF 19946 _B 1SRE081__Z20___ (696UI-bU!) / iVI/A k tU/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4 X 4 �— LLLI-0i I - 5-8-8 —j 7-0-0 Over 3 Supports R=331 U=180 W=8" PLT TYP. Wave\R , /AL P III E Alpine Fjieineeicd 11toducts, I , 950 Mirk.) DO— lbinesCityjf, 33814 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 8C DL=5.0 psf. Deflection meets L/360 live and L/240 total load. Provide 2 l6d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 l6d common nails(O.162*x3.5"), toe nailed at Bot chord. R=29 U=180 — — +12-2-15 3-2-7 Rr225 U=180 t +9-4-0 (69601-5U5 / 1917A EVA) Design Crit: TPI-2002(STD)/FBC 7.20.0910� P OTY: FL/-/l/-/E/- Scale =.375"/Ft. —WARNING-A' IRUSSES R[OIjI:[ EXTREME CARE IN FABRICATION. MANOt I MG. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 PSF REF R081 - - 6052 CST I I I I" I. PUSLISHEO By TP; (TRUSS PLATE INSTITUTE. 583 iiAt"105MOV WE'113�719 U WATCA (WGOO TRUSS COUNCIL AMERICA. 6300 (NTERPRISE LN. U E;'AN 0 0' 07 10, A,,,, IFIACIICIS P TO TIT PE.10E.... 1.111 IIIIICTIOII�. UNLESS OI.E.WI11 ..O.IAIIII. HAD ISO:I HE 537S TOP CENOI�O SHALIL"HA' " PR OF 'FIL, A I TAC ME 0 ":EECRTURA, P AN", A NO 80TTOM CHORO SHAIt HAVE A PROPERLY AITACHEO E INV IF No.22 T C D L 7.0 PSF DATE 10/18/05 DRW HCUSR081 05291CCS RIGIO CF]LINC. —IMPORTANT—FtIP11151 A COPY OF TIIrS FIFFS16N TO THE INSTALCATWIF CONTRACTOR ALPINE ENGINEERED I 1.0011S. INC S " A I, L Not HE I�F�PIINSIBI( FORCAN, OF VIATIflft POH IS E), S�GII:AjtIAMY FAILUNE TO BUIIO THE TIN IF 0 ii� III—, IN 1111110,11W, it,. Pi� OR fAaRt 1 11. A. i I C, . S 11:1PIP IN G. .51 "1, A P-cf",; 1), .-s- IFF PHS W1 114 APPt ICARLE F`POVJSI`FMS Of IJOS 40A I [GOAL %IFSIrN SPEC. R� AF&FA) Awl [PI. 111,111E 1011flilti- (W.1115/K�,AS,114 AA5I GQAO� 4FJ/60 (W. 1,111 LI. 111EI. IPYI, I P 't" IE1 L , I - N, 'j"13A, A 1, ( F I PL, ANT, � 11111CS So�:N,,j C ACA Is 1) ON I � 1 11 P ORAET.:;S 7. ,',H, 1951ECII(IN FIT PLAIES fI11(61HP Hy (IT IF 1 0 E P IF All Ef X A 3 1 P I 1 2 OD� VC,1. A SEA )R NIS H �r S ON AWICIG INEIIIAIES �ICrPTARU 17F 1POF(SSIONAI E4�1tICtItj � F pop r 0 1, 1 T , SO [III FTIR [tit tRIIS5 CO"PWICIII PF$[,;W S-1-11411. Ift 5F)IIABI(ITY Affil USE (IF INIS 041POREENI IIIP. Aff� OVII(FIRG IS IHE RESPONSIEF, IIY IF, "It RUILOING OFSIGH(P PER ANSI/IPI I Srr 7. 46 1 STA IL OcL 26 '05 6 C BC TOT DUR 1 SPACING 0 L LL LD FAC 10.0 0.0 37.0 1.25 24 PSF PSF F . 0 S I HC - ENG SE ON F R ON JREF- EC /WPF - 19925 -- - ------ -- PF11 ISREO81-Z20 (69601-5U5 / 1917A EJ7B) 120 mph wind, 15.00,ft mean hl ASCE 7-02, CLOSED bldg, Located Top chord 2xil SP #2 N anywhere in roof, CAT 11, EXP B. wind TC DL=4.2 psf, wind BC DL�5.0 psf. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 1, 1A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. 4X6�— Deflection meets L/360 live and L/240 total load. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. R=78 U=180 T+ 11-2-15 2-2-7 R�176 1.1�180 _0�9-4-0 2X4 10 5X!5_� 2X4 (Al) LLLL2j I_ 3-8-8 J 3-3-8 _j L'i 7-0-0 Over 3 Supports 31. 11�331 U=180 W=8" YP. W AA I ^r, I I. , LPINE Alliine F,,jwIfieci-e(I)Pril 1 5, Mai ev I l flnine� l , flf. 139 1 t (69601-51.15 / 1917A ( ) EJ7B) Desian Crit: TPI-2002(STD)/FBC 7.2 0 9 CITY FL/-/l/-/E/ Scale =.375"/Ft. --WARNING-* TRUSSES REOUIRF EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING Ago BRACING. % VIS I . . ... . ..... TC LL 20.0 PSF REF R081-- 6053 R CS, I U, I 11 11'.1.0 41, COMPONENT Ill PUBLISHED .1 11. I'll PLAII 111IT'll 0 A 1111. 11 11111, All 111A, (IOGO IRU11 IOU-1 1.11 AMERICA. 6300 Emil . . a 4 SUITE ON FIT ;," 1A 111 53719) FOR P.' .,E S PR 10, To P . F URN I JIG T ESE FUNTjo S KLESS OTHERWEISE INDICATED. J* TC DL 7.0 PSF DATE 10/18/05 OISON' P LV ATT TO' '"OR' 'H"' All PnU11RIV ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A R R ACHED 22 ORW Ill 05291CCT Ni P 111 E 1L I D. 0PC0RTANGT**vUl 0 C D L 10.0 PSF 11 C - E N G EC/WPF "I M A coPv of IIIIS l 7 w jflSIALl Cilill A(PIKE ENGINEERED 111ID1111.11 FG Q A. � DEVT�11.1. FROM THIS Ol �NY l 10 BUILD THE B C L L 0.0 PSF rrl No, 11 'l IN OR 'A " S 'l Ss (CRl WI III IF[: IC TING. "ANKIIIIi. $1, ING. �'fl Ac:uG of l U ll IC ri F 'IF NOS H.TI 'I I �l . 11, 1 P CONFORl WII A t A I PRIIIISION, qq 0 $1 11 r 1: A P. o F;TAT - F A) . P 37 PSF SEON - ---------- 19961 �fIE�51611 1,RAOF, NUEC14JP l APE HAUT Of ASIM V. STEEL FF�WI.G I F I F P AI;L. tintESS (111KIPWISIF In 1 11 tin TH 5 l GWN . I no, rl F FA 11 � C 0 1 U'S r IS I Lonk .......... .0 S CIIQN of PlAl` 9 l 1011 'IF Il U. �: ,,, , sl in I I 1 1, "So�: I 109 'fir " 11 S:;, �,, 1 pu� COMFOH(HI "l DUR FAC 1 .25 F ROH N'll Cf 11, r Qk r(,f S) I � , I P 0 11it 51111�flll �Hf) 'ISE 'if 11115 (011 VOR �U, 11"I'DING Is HIE RFSl W Of it Pl ANSI!IPI I SIC. 7, 0( 1. SPAC I IV; 24 JRIEF- ISRE081,_Z20 Hillil 131SIGHl 47— (69601-5U5 / 1917A ( ) - EJ7C) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24* O.C. Must be properly attached to the bottom chord. SEE DWGS A12015ECO901 FOR ADDITIONAL REQUIREMENTS. 4X4=- 2X4 III 2X4 III LLLL� 1- 3-0-0 -1- 4-0-0 �-7-0-0 Over Continuous Support 11�84 PLF U=26 PLF W=7-0-0 T TYP. Wa �/A�LP I N \E Alpine Ej Ki) necied Products, 1 19 MOT ey Drive 11ainesCONJI, 33944 120 mph wind. 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 0, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 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. T 1 10-3 9 4-0 (69601-5U5 / 1917A ( ) - EJ7C) Design Crit: TPI-2002(STD)/FBC 7 . 2 0 0 9 1 8-.a&-0N0-%fth- CITY FL/-/I/-/E/-/- Scale =.375"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CAPE IN rABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TIC LL 20.0 PSF REF R081 - - 6054 R To 8CSI I -U' (-""�'-o '(1141DIVINIT SAI�Tl 111111R.ATIO.I. 1.131111410 .1 "1 (..11 PlAll 'IFITITUIE 563 '0 P It I OR 1 0 P RF Mot FIG HESC FU I 1 0 S. UCKLESS OTHERWISf INDICATED. 11 LI . olt., UITIE D A.,, (to TTRU11 IONUCKCILWOF AM RICA. 6300 ENTE PRI;F L:0. HADISO:' W1 537519, IoR %1�'TOY'S'RACIICI'S' E TC DL 7.0 PSF DATE 10/18/05 TOP CHORD SHALL "All IWIII ATTAIHEII IIIUCIURAL PANELS AND BOTTOM 1H.1.0 S.AIL All A PlGff.�l ATTACHED . I "'. �"".G . . No.22 BC DL 10.0 PSF DRW HCUSR081 05291CO3 —IMPORTANT—Fu visit A copy ill THIS DESIG" TO THE IRSTAktAT19N CONTRACTOR. AIPINE EMG(NEFPFO PRODUCTS. Iftc� S HALf Rol 811 RESPONS18tr 1"R POM My FAILURE To 11 0 THE * i : * — B C L L 0.0 PSF HC-ENG EC/WPF TRUSS I" CoNfo `IANC IN P 'p, ('U (,AllMG. VA.0 SHIP I G. RSI ", 5 SPACING 09 7PIJSSFS� I 0 E S I GH CO "I OR "S Hii" IPPLICAP.Lf PROVIS10- OF NOS ("A11011AL nVSfG" SPEC. By AF?,-) AHO 7PI. At P lHf OINN CIOR PLA A I" A651 GR�Df -160 (W. STEEL 01-I I CT ST TOT.L. D 37 .0 PSF S E 0 11 19903 IK -110 of! t, S;G(111 W PO IF Prp ORAWIU PJATFS TO FACII A F Or Oil U." ` S' -111 I's ) 60 1 ' ` I :Fn Cl (1) 111,11 1 PF Pt P , 11 Fit X A A 2 S c r 3 A S[11 014 .1til 111SrECTION 0 F TCATE1 1OLIll!" I "RAWIRG 111111CAIES ICCF I'"'( ,r P(Sf(d -mily SOIE(y 1()R lilt 101ISS Co"Polic,,T ... D UR F AC 1 .25 FROM MF D UFSIG. M,)WU TFIE SU11161tll� 1�.[) US11 'IF lWS COMPU.fol fult A01 811110ING 15 IIIE 11fSP01151PIE 117 Of 1111 pr. A05.jjlpj I %(r. 7. 48 0 c L e- SPAC ING 2 E F 1SRE081Z20 (69601-5U5 / 1917A ( ) - HGE) Top chord 2x4 SP #2 N Bot chord 2x4 SP 42 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. A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. THE BUILDING DESIGNER 15 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. SEE OWGS A12015ECO901 FOR ADDITIONAL REOUIREMENTS. 2 X 4 111 LL�O �-5-11-6 Over Continuous Support 'R�85 PLF U-30 PLF W=5-11-8 T TYP ALP I INE Alpilic E111611cered Products, It 950 Mai I,y DI i— tjqj"esC�ity,FJ. 33811 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. 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. Deflection meets L/360 live and L/240 total load. (69601-5U5 / 1917A - HGE) Design..Crit: TPI-2002(STD)/FBC 7.2 18 OTY: FL/-/l/-/E/-/- Scale =.375"/Ft. --W RHING*:,TRUSSES REOUIRE EXTREME CAPE IN FABRICATION, HANDIING. SHIPPING. INSTALL906 AND BRACING. REFER TO 8 t-03 (BUILDING COMPONENT SAFETY TWOR"ATION). PUStISHEI) By TPI (TRUSS PLATE INSTITUTE, 583 C -;,1U;lFAI111 A 1pl.l.�.,Wl 51111) AND .11A IWC. IR(JIFS C(0jNCC:LMOF APERICA.0630 (,NIERPR I.M. "'O"IFRIO.0 . IS . fl I - M 0 SE IMO�Sf r AD 0 . 1 5 9 R TV C ICES PRIOR TO PERFORHIN , FLIES F 1 0 5 . U LE 55 THE R C T 0' I"P CHORD SMALL NA11 PROPERTY AIIACKG 11.111111RAI IWIS AND All'.. C.... SMALL A�l A PROPERLY ATTACHED D M C�", V.11 r-. o No. TC TC BC LL DL DL 20.0 7.0 10.0 PSF PSF PSF REF R081-- 6055 DATE 10/18/05 DRW HCUSR081 05291COB —IMPORTANT—IrowS A COPY OF THIS DESIGN 70 THE INSTALIATTOff CONTRACTOR. PRODUC INC , SHA( NOT BE PC SPONj 191 ( FOR AMY Of, V I AT w. rpom III I, orSIGH; ANY FAILURE 70 BUILD THE Is. I H INIJIS IN ") rOR-AMCF ITH TPI: OR I`ABPIC�((MG. HANOI 111G. SHIPPING. t"SIALLING 9 ILP�CING OF IIIIJIStS. OOS DESIGAl SVEI�. 'if ApgPA) -1, IPT Al P I NE OF Y. SfE -I- s I C, NFOIOIS WI;H APPLIC�61.1. VR10111119, Of Eli . V, Coontrioll PLATES ARE MADE Of 20/tA/166A (W,I4,SjK) A$TH A(.S3 oRAD[ 40/AO ILA. Y/H,S� (�At, PJAIFS III EACH FACT (4 IRUSS A140, UNLESS OIIjFVWjSE i(jrlTo ON jf4jS nrSlrh. POSITIo" P P 13R ll fffi� 160A V 0 ..... IT n, 1, 1,1,,:1,11,111 '"" 1 ^1 01 I'll "I" "I I. A S(1. I'll A� 0", 1 "R", XA . If, N " OF Sp', W10 I - I Sol 51 1 ( of, I'll f9us" (0-11- 1 HP "'rIll M DIS111A, THE Sul.:sItfl, �'Wl USL' 00, "'I'A Po. 19, 11.1110I.G Is (HE P1W1mS("l((IY AA $,.I �RIIJIQJNG IjJ-SIGHFP VTR ANSIJIFI A SIC 2. An * ... . ... I 11 - Oct 26 V BC TOT.L.D. OUR — - -- -- SPAC LL . FAC . — I NG 0.0 37.0 1 .25 24 . 0" PSF PSF HC-ENG SEQN- F R 011 -- --- JREF- EC/WPF 19913 14E 13 . ISRE081-Z20 (69bU1-bUb / IYI/A ( ) - IIUI) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE 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 11, EXP B, wind TC DL�4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-6-3 I 3 X 815� 4X6 2X4 III 2X4 01 4X8 (R) 11 4X4_� 4-9-0 Over 2 Supports R=1198 U=244 11�1771 U�358 SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at 0.00 to 56 PLF at 4.75 BC From 20 PLF at 0.00 to 20 PLF at 4.75 BC 1305 LB Conc. Load at 1.90, 3.90 Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. (69601-5U5 / 1917A - MG1) PILT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0 . 9 1 a.0f Ew"—w4w.— CITY :I FL/-/l/-/E/-/- Scale =.375"/Ft. --WARNING'* TRUSSES REOUIRE EXTREME CAME IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. .�OFE N TO ACSI 1 .3 IS OF to I MG COMPONENT SAFETY INFORMATION). PUBLISHED 8 Y TPI (TRUSS PLATE INSTITUTE. $83 ...... . TC LL 20.0 PSF REF R081 - - 6056 0 MOFRIO DR., SUITE 200. MADISON. W1 537t9Y AMU MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 EXTERP" 5 OCTIONS tC 0 "ISC 140:51 MADISON. NI 53719) FOR SAFETY PRACTICES P [OR TO PERFORMING THE E F If ON SS 'HE CATES. TC DL 7.0 PSF DATE 10/18/05 TOP CHORD SHA I HAVE PROPERt Y A I IA CHE 0 ST:UCT BRAL PANELS AID SOT TOM CHORD SMALL AVE A PROPERLY AT T AC" 0 111 6 1 1) CE I TING'. No. 2 B C D L 10.0 PSF DRW HCUSR061 05291COC IMPORTANT* *vuPmtsq * copy of T1415 oFsIrH TO 7mc 1115TALtATION CqNTPACIqP AIPINC EN111"CEPEO P:O LIWNOT R(PIPESPORS01:1 F�fo" A,,Y of w 1, A F"'M MY "I "'I'D "If BC LL 0.0 PSF 11C - ENG EC/WPF ALPINE I UDS If AN' I of IIIJSSF.S. STAIE OF %[ONS of HnS NA In OESSfcM CONFORMS WjrT�H APPLICAIIIE PR01 I I KAI, IIFSIGM Sl"EC. OPT�fll Aflan le":NG Of �1110( _OT.LD. 37.0 PSF SEQN- 19927 ------------- AM 10;GA (H.II/S/r) ASTM A653 GRAOE 40160 (1. Klf'.S) GAL Y. 5111 t OF Z01181 OU tj TU 1 5 OF SI c:1, POSITION PTO "PAMINGS A 'S I EICH f 1 5 AND. M FSS 1111-flHIS( LOCITtO 'IN V 11 11 111 AII I ANY IHSPF,,IjUH of ME B -oducts, JH'DNKAr,�THFrs( C JP N " ow A"tj (ISF OF0 THING'If P P IF S I I " If , , "E., , I I;� ZN I Is A 1110 1 IT 111.111 DUR . FAC 1.25 FROM "NIPine E111gineeled PI 11�13((( 1 0 5 OfIPOIIfNI ION ANY 8111kOING 15 TI4( Rf)MSIOII 11Y Of WE 0 ONALL, �50 Madey Dli,e 11mle, City, IT. 3.1R44 11.1110ING PFSII;NFP PIN Affil/IPI I r,, 7 t SPACING 0 JREF - ISIZE08 1_Z20 1;1 (",1; fi—f,, Of Atitfi.d-fi.n If 567 50- (b9bUl-bUtl / I-JI/A k Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 3 16d common nails(O.162"x3.5"), toe nailed at Bot chord. 0-4-3 1, -F 2X4(Al) m 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC OL=5.0 psf. Hipjack supports 6-11-8 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. R=234 U=180 R=340 U=180 12-10-4 3-9 15 —L +9-4-0 J 9-10-1 Over 3 Supports R=363 U=180 W-11,314" (69601-5U5 / 1917A HJ7) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 9 120—Iffl't —WARNING** TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANOL I FIG. SHIPPING. INSTALLING AND BRACIN6. .03 (BUILDING COMPONENT SAFETY IKOPMATION). PUBLISHED BY TP( (TRUSS PLATE INSTITUTE. S83 REF R To SCSI I ( 0 AD 1 53 1 ) AN C ( 0 1 U 5 O-ONOFRIO DR.. SUIT 2 0. M [SON. W 7 9 0 WT A W 00 R S COUNCIL Of AMERICA. 6300 ENTERPRISE LX. "11111%G1,1.11719) FOR SAFETY PRACTICE,,,,,,o, oA 1111.1,RMING I.",S, 1 1,0,14,1. IJNL�IS IJTH1...S1 I..ICATE0. .0 IS TO A AFIG T 01 1 ALI HAVE PROPERLY AIIACHE. C R P N S 0 H CHO HALL HAVE A PROPERLY AT ACH 0 r ..--�GE N -V.- 22 No.* G 0 C"". IMPORTANT* *FURF1 fill A COPY OF THIS OCSIGII TO THF [H�tALl.ATI0F1 CONIRACTOR. ALPINE E"GINFEPFF) ALP I NE PRIIIJU(15. INC HAtl Hill BE RA5PONSiOl C FOP ANY OEVIAII(I" I"OH IS All 'All 01111A, 1111 F�q ICAll , C, "�11 TO .... IN cH11 ",ull HIIII 111; OR I FiG. HANDLIJIG. III: 1�1 IH0.kS:G-"11;A1 L 11 -111, OF IFF11111. G H PHS Wl III APPI 11 10VE PRnV Al (Ol"I 5 PLC. BY AFXPA� AND ALI LH " IF CO TO 10115 OF tioS IN C(INNECTOR PtAT 5 N E MAD F Of 2fl /16 1 66A ( H 5 1 1 11 161,3 1,11ADE 4 AL V 5 EIL. API1:!,11 IS o 1 IV A 1 1111 ( 1, 1 1 Hil G IF -1f.S 11, 5 . A I 0 "IS ilr FP OC�Ifn I 1 1, 1 " PQ I I'. OR A.. .61 IA. pl,,irS TO LACH FACE F I . All 0, UN 1, ESS IS L S. T� VA Alpine E,11ginceied I'toducts, I=PARA q5l) K1.1,10y DriVe flames City, FV 13844 Fil., rvaricate 0(j�U(II111j7H '0119 561 I "111"IL'L AIIS$.FA:�0061 III I W�;:SPLC 0"" " IF T IF G N 11 AT 11 ARC 0, '00�Ot"F I Y FOP TVI I ;a I 'I I'""'FHE A', I, Amo oF I'll' Co"'wil, ANY nu,1111116 IS THE RESPORS I or IIIIING 1, Il`111,tI1A1.1.11I I SC. 51- $/VIVA Oc 1, 26 ' 0 TY:4 Ll FL/-/l/-/E/-/- Scale =.375"/Ft. TC LL TC DL BC OL BC LL TOT.LD. DUR . FAC . 20.0 7.0 10.0 0.0 37.0 1.25 PSF PSF PSF PSF PSF REF R081-- 6057 DATE 10/18/05 DRW HCUSR081 05291CDO HC-ENG EC/WPF SEQN- 19944 FROM MEB SPAC I NG 2 4 . 0 JREF- ISRE081—Z20 (69601-5U5 / 1917A ( ) HJ5) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean h9t, 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 rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. Deflection meets L/360 live and L/240 total load. + 12-0-3 2 11 14 R-40 U=180 +9 �,l - 5 - 0:;.j -7-6-8 Over 3 Supports R=180 PLF U=76 PLF W�2 4-5 (69601-5U5 1917A HJ5) PLT TYP. Wave TPI�R Design Crit: TPI-1995(STD) 7.2 0 9 0 T Y FL/-/l/-/E/-/- Scale =.375"/Ft. ..WARNING** TRUSSES REGUIRE EXIIIEHE CAPE IN FABRICATION. HAKOJING. SHIPPING. INSTALLING AND BRACING. TIC L L 20.0 PSF REF R081 - - 6058 BIT TO BCSI (GUOILDIN CO-PORENTSSAFICT :FORHAT IT ........ BY ... 11RU11 ItA;EGI UTE.ES83 A 1 03 G Y I 'R S CO 0 ANERICA, 6 0 N R I I PR:' FEET: NSIII 0 To 3 7 9 AN W I CA IND. I . I UNCIL I LN '0 TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE TIC OL 7.0 PSF DATE 10/18/05 NOF UIT 2 0. M 0 Isom. It I I I IC HAOISO:. 1401"537519) FOR SAFEA 1 0 C NET - t W N"TC Top CHORD $RALL HAVE PROPERLY ATTACHED STRUCTURM PANELS AND a a T " No SHAL AVE A PROPERLY AT ACHED .228 RIGID CEILING. No. 228 B C 0 L 10.0 PSF DRW "cusRO81 05291CDE IMPORTANT—roiRRISH A C PY 0 IMS DESIGN TO THE THSIMIA]ION CONTRACTOR. AIPINF ENGINFFAFO IS ANY 111111PI TO RIMO I"' -ENG EC/WPF PROUD IS. INC. �HAL NO RE A P O"T" '0' A" 'TO" P IP0SES. ST 8 C L L 0.0 PSF -H C ALP I NE C P 1 .0 , G I PU3S IN CONFORMANCE Hit" r9t; ON FAB 1CM.'11"�'I'-O IN' Nr BRACING Of OrsI, -�PEC -1. ALPINE comlopms .114 'PPLIEAEtf R,,Y, S 10 It s 0 5 (-TIQNAI DESIGN -. BY AF&PA) ANP I$ TOT LD. 37 .0 PSF SEQN 19951 GRAOf 40160 (W. k/H.S) GILV. STEEL. APPLY RE .... BE .... PUR . FAC F R 014 14E B "%Ipine Ereiticeied Prodticts, In I(Al'IC"11) F'Cl'i'F'Af�E OF FFUSS ARE. PLC OR —x 111%;N'.111 1) IPI' 2002� .,L A se ky III.SPECII011 Of PLAI(S Followfl) BY (f) SHA B 1 3 1 'HIS �)Pji 11 0 1: OP III( IPUSS (04PO 14, 01 -111 "1 1 1 1 WE 11"it51) r, I at Icy DI i'�e 4 U11,1RILtly 1-00 (ISE til 1111 CU0p4,CMj lip, A" jjUjtE,FqG IS i;a s-rvn.SIR1IIIY or I Iff lesCity,11, 338,14 [RUITnING"OE51roup ItIt ARSI/IPI I %- 7'. r- 9 0,,: 26 5 SPACING 24 0" JREF ISRE081--_ZL"O__ (69601-5U5 / 1917A ( ) - EV) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. R=171 U=180 R=83 U=180 LL�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 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 12 10-4 3-10-3 _L_ +9-4 -0 (69601-5U5 / 1917A - EJ7) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7.2 ..WARNING'* TRUSSES 0(flUIRE EXTREME COE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. USS PIAII 101111111 Q(fER To BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED By TPI ON ;,113 D - Ono, 10 D " D110". 11 53;RI90) AND WECA (WOOD IRUSS COUNCIL I RIC A 6 1 0. 1 N "., R IN. A 719 Fo ;1AI D DISaRN Ho%F P A L " R I OF AMNLESS'OTHERWISE INO Co. M . W 1'53 SU;TE E�7Y R C I S 1 0 P RFORMING THESE FUNCTIONS. U r TO' CHORD 'HALL HAII I.OP1111 ATTACHED STRUCTURAL PANELS A. .11110. CHUN. SMALL 64.11 A PROPERLY AT C. RIGID CEILI FIG, .0918,., QTY: f No. 22 9 FL/ -/I/- TC LL TC DL B C D L /E/-/- 20.0 7.0 10.0 PSF PSF PSF Scale REF DATE DRW =.375"/Ft. R081 - - 6059 10/ 18/05 HCUS11081 05291COF 111PORTANT -jR"isii A copy OF THIS TH:smm ro IMF IMItJ111ON (O.TPAC OR, �t,j.f FN,,t.(cPcn FROO,JCJS I AM 0 1 'TI" 0 F 0. S ANY F�I(UPE To BUILD f,q "C. S ALP I NIF�\— N'jf BE PESPO" 1`1 Fla'po ICA I RILIOANO, ,,,o Ifir, A R"CING of IN CONFOPMAVE WIIH Tri� op 1 , �, ", "n - I C GH Co""R;SS IT" 'P`( � I ." WAO( 111j60 (U. 11VI I OHO 1, 1 ARE MADE oP PLA E I P "'OA Of IF1151 11, �1111FP ISE L L, IRAII. , I " "I 11(0�" 11" D UMI r$s H 1" 0. "A, i . Is 1 .1 1 H 0 11 In, -off"T Alpine E iiecred Prod ts, AHLOG INVlCt.TE% AIXEPTARI�f OF PPnffSSIoNAE (H�,111FERING RFSPOOSIRICITY 501 El Y FOR T'"' ""S� CO111 1 m"i, Marley DrivF` U(5 IGU SHOWN. WE S(IIIAGIL11Y AND 1151 of ]HIS CoMPI-ENt FOR ANY BOI(OING IS TOE RfSPORS1811 111 (11 111f lbbiesCit), FL 33R44 01111OING OFSIGNEP, PER ANSI/TPI I Skr. P. 53 .7 a F "0 STAF Ak -P, A ........ At. Ai. Oct BC LL 101AD. ---- ------ DUR . FAC — I— — - - SPAC I NG 0.0 37 1.25 __ ____ 24 PSF .0 PSF ___ — - . 0" HC -ENG SEON FROM JREF EC/WPF 2 0 1 2 PHI - ISRE081_Z20 erti fl'c*_QfAtuthQA_-_ 1 567 1 — (69601-SU5 / 1917A EJ5 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. 5-4-0 Over 3 Supports R=269 U=180 W=3" Wav AL P I NE Alpioe 171112illeered Products, 1 �50 fvlai Ic) Drive I follies City, F-1- 33144 R=128 U=180 R=62 U=180 120 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. Deflection meets L/360 live and L/240 total load. T+ 12-0-4 3-0-3 + 9-4-0 (69601-5U5 / 1917A - EJ5) Design Crit: TPI-2002(STD)/FBC 7.2 .0918. OTY: FL/-/l/--/E/-/- Scale =.375"/Ft. ..WARM I "G* 111111 RIGUIRI IIIIEHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. 03 IN F.B.LS11"11) 81 TIFI - n pA TC LL 20.0 PSF REF R081 - - 6060 R" Ir I C:. (01101L GCOH1O"1NT,'1AF1l :1.0.11AIL0%. IfE I I CA I C. TIC" 0 D'O�OF 1080R.. U 2 00 HG I W A. N R 5 e4 E PER UCtCCS 06THTRWISE INDICATED. MADISON. WI $37191 FOR 54FITI PRACTICE R90R TO ORWINO THESE filUNCTIOMS. H 5 TC DL 7.0 PSF DATE 10/18/05 TOP CHORD SHALL HAVE Fri OF '0" A TTAN ED S'TFi`1C1OF.At PANi1S AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .22 BC DL 10.0 PSF DRW HCUSR081 05291COG IMPOR TANT**FUPHISO! A COPY OF THIS oEstn" I IN TAUATION CONTRACTOR, ALPINF FN61NEERtO 0 D T"r I S 'My FAI E I I I PRODUCTS. INC. SHALL 401 or RESPONSIBLE FOR ANY MAT 0 ""' "':GN"�AILIIII II a " IT IN' '�Grl [CAI 114 N To')" OR I, G. HAM1111; SHIFTING. IT AP OF FI'USSFS F BC L L 0.0 PSF HC-ENG EC/WPF I�Irrll 1" 114410 IIAUF I P, By He S CONFOR 14S Ni 11 A r.Aet( pp.nVISIONS (IT No$ ("rig"Ar O(SIGn SPrC, AF&PAJ A I LPINF COUDECIOR PLATES ARE HAFE (IF Z11flH11111 All.,A111 GoADI 40161 (11. 11".1 1. 1R'1IL-r,' :�"L% IS I P , I�TGII PtA ICS 1 0 EACH F A( E of I P. U 5 5 AND. " H t E III'P 0 E 1 0 -H III (ITS CIN. 1) 1 H , Ell I) "A All t I I ::A: I , :111,111 FANNI I' P�'11' I Ol I I ; 1"111 rL1 I I... "" 'AOIIAL, BRA H G N �C�ATE 11 S I r R r I or IGH $HOHN rNF III I I if At"o (15f 01 1111 clH4POIsl 111 1 01! ANT 13111(014G IS THE PF5POHSr8ll I ry Or Illf 111151JOING D(JIGNFR PFR5ANSI'/ 5 " 2 54 0 C TOT DUR LD. F A C — — 37 .0 1 .25 PSF SEON- 20164 FROM PFH SPAC i NG 24 . 0 JREF- I SREO81--Z2O (69601-5U5 / 1917A ( ) - EJ5A) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PLT TY LLLL2j �-5-4-0 over 4 Supports R=245 U=180 W=3" R=192 U=180 W=11.314" (69601-5U5 / 1917A - EJ5A) Desiqn Crit: TPI-2002(STO)/FBC 7.20.09 AL P 1111 Alpiiie Embiceied Products, 0 Madev D&e ihinesCi(vJ'L 31844 R=123 U=180 +12-0-4 T 3-0-3 9-4-0 t R= 101 U=180 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. .AWARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLING. SHIPPING. INSTAUTEGIAND BRACING. CS1 I TE S83 REFE BUIL ING COMPONENT SAFETY INFORMATION). PUBLISHED By TPI (TRUSS PLA HSTITUTE. . a To N -03 1 0 PRT;"'.. N O'ONOFRIO OR.. SUITE 2 0 AO 'I' AND MICA (WOOO TRUSS COUNCIL OF AHEREICA.063COOWENTEII THESE FUNCTIONS. UNL H E ISO ) R I , OR 1 15 MAO " ') FOR S;F V P FIA�T111"N I . SING YINOTICATEO.. I,., C.OIiO%.'A'F'HAVE PROPERLY ATTACHEOSSTRUCTUROALPPRArm(LM AND BOTTOM CHORO SHALL HASF5 A FRRPERL AT ACHED RIGIO CEILING. IMPORTANT—FuRmiAll A COPY Of THIS OESIGN TO 7HF (NSTAtIATION CONTRACTOR. ALPINE ENGIMECREO PNOUUCTS, IN( . SMAL I P-)' BE PESPONSIBLE TOP. ANY 001t-FION F P QMM:1IP1S OES AHY,FAILURE 10 BUILD THE �GNS;A(.t ': 0 C FIN " IN IN " TRU55 IN QRMANCF "ll" TPI 0. 5 1 A �. HA I r, ' SIGP G. n I N " A' -G TPUSS(S N CU(nFir N JOE 7 AFAP I ANO ll� . �LPIOI N M S W I I H hVP I I C AS E FlinvisjoOS Or Hms (11',T10"Al of' C' 9 4 CO Nil I IlUlt ILA I IS All HATI " I 6-GA '1.11�11KI ' Ili �65J G "e/111H PLAICS To EACH FArf 01 TPIIS1 A101 , , , 11' Lll':AllG G'.I'.0"'1'z "' I" - I IF 1 0 ANY Ptcltoll of PLAM 1`01.1014 Hi (,I I PEP 1MOF1 Al OF pll I f - I A 1EAL 11 05011111 �.PAW�:O IIIIIII-AtIl ACCfP(Afli:r nE",PaiF5SInWA( 40116"IFF A IMF; PI'SPON11111t Ili FOR liff TqUS5 COHPAII(Mcl "1 164 SMOW"' IMF SUI f"ILIfy ANO U5F OF 111(i TOP AH( BUILOW, (5 1?1( RLSPiINS1911 ITY OF III ROKOING OtSIG"LR PCR A1151/1PI I SEC. 2. 5 F, r% QTY scale =.375"/Ft. TC LL TC DL 20.0 7.0 PSF PSF REF R081-- 6061 DATE 10/18/05 DRW HCUSR081 05291COH .2 BC OL 10.0 PSF sTATE OF 8C LL 0.0 PSF HC -ENG EC/WPF TOLLD. 37.0 PSF SEON- 20166 AL DUR.FAC. 1.25 FPOM 11F11 SPACING 24.0" JREF- 1SRE081Z20 OcL (69601-5U5 / 1917A ( ) - CJ5) Top chord 2x4 SP #2 N Bot chord 2x4l SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162'x3.5"), toe nailed at Bot chord. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT III EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. R=119 U=180 I + 11-10-4 2-10-3 + 9-4-0 LL-�o �-5-0-0 Over 3 Supports R=258 U=180 W=8" (69601 5U5 / 1917A CJ5) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7. 091 IT% OTY FL/-/I/-/E/-/- Scale =.375"/Ft. --WARNING-- TRUSSES REOUIPE EXTP(Mf CARE IN FABRICATION. HAMILL I MG. SHIPPING, INSTALLING AXO BRACING. TC LL 20. 0 PSF REF R081 - - 6062 REFER TO BCSf 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED By I PI (TRUSS PLATE INS 11JUT 1. $63 E D.OMOf "I'D". 1 131111 1*1 111A (11:,* 1""' 'OU C11 OF AMERICA. 6300 ENTERPRISE IN. TC DL 7. 0 PSF DATE 10/ 18/05 'C' PIT ON I RE R. I ... S�F"�Iy PIACT' S 1 0 RF I OF f FUNCTIONS, TWHESS OTHERWISE INDICATED. TOP CHORD $:A I HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL WAVE A PROPERLY ATTACHED RE IV C� E I t 9 6'. No. 2 B C D L 10.0 PSF DRW HCUSR081 05291CDI I MPOR TA NT * *FUPM I SH A COPY OF IN 15 Of S IGN TO T14C INSYAIIAIION CONTRACTOR. ALPINE F"IMEFREO S I -ENG FC/WPF PRODUCTS. INC HA( 40f OF RESPONS I'll 1119 A" 11"N TO EL1ID THE 8 C L L 0.0 PSF H C ALPN E I \ IR USS IN (ONfORMANCL W I III TP I OR I.LRICATI.G. I G 'RE ACIIII, III I' STAI OESIGM CONFORMS WITH APPLICABLE rP9VISTQNS Of LOS ("A10011 DESIGN SPIC. BY AF&PA) 0 IV . MPINE jr, -OT. LD . 37.0 PSF SEON- 20168 COURECIOR 91,IES RE WAIIE Or ?Ojtfl�161'.A G AD$ 4n/(,o (w. K/m.SI GkI_V. STEEL. ArIlLy -..Lom I PLATES 70 EACH FACE Of 1RUSS A"O. LIKES S rI I III P W n 110 0" THIS L(516n. POSITIOJI P F F. PRAW(N S 160A 7. .......... IT IF I � , 3 A 'ANY .1111T If OF PIAIII .1111OW111 Fly III 11111t 8f PER AIIII(I ANN I I Or?. .11:, . SEA1 I'm 11115 UP A.: NO 111POO11P.1 ITI 101111 TOM 1111 1.1111 ILIO-O.1111 DUR . FAC . 1 .25 FROM 11 F 1-1 , HU�. Alpine E, itzhiceied Products, lift C."S AICIP"WIJ Or lIZ1111111IN, 1930 Marley 01i,c U'll (11 1111, C01110111111 TOP AN, BUT101111, 11 IIU 111P ON 11 D " I I 1 0, "A 1SRE081 Z 20 flaines0tv,F]. 33844 "P I SEC . Oct 2 SPACING 24.0" JREF - 56 1 1 (69601-5Ub / 19l/A ( ) - 1-0-JAJ Top chord 2x4 SP J2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide 2 16d common nalls(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. 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 0, wind TC DL=4.2 psf, wind 8C DL-5.0 psf. Deflection meets L/360 I ive and L/240 total load. 11 10 4 R-120 U=180 T+ 2-10 3 9-4-0 R=57 U=180 3X4 (Al) �N-5-0-0 Over 3 Supports R=257 U=180 W=3" (69601-5U5 / 1917A - CJ5A) DLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0 . 0 9 1 a0dSk 0 T Y 2 FL/-/l/-/E/-I- Scale =.375"/Ft.- -WARNING"' TRU55ES REIJUIPE EXTREME CARE IN FABRICATION. MANDL ING, SHIPPING. INSTALLING AND BRACING. TC LL 20.0 PSF REF R081 - - 6063 NITER 10 0111 1 .1 1.O11.1-G C -M .. E.' 'A ... ... "T ..' - "IN, "N'. BY "A IF ........ On. .� D NO, R 1. 09. . , U "E Z.O. D ISOXI. WE 13J19, AND MICA IWOOO TRUSS COO" TE 11 1, - ti'm 'N" RISE IN, TC DL 7.0 PSF DATE 10/ 18/05 MA'OISOW, WE 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FIIWIIT:10.1�1 1HUINIESS OTEN[RWISF INDICATED. FOP CHO-O SNA L HA Vr PP OPENLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATIAC "EO N R I I LIN r D CEI G, BC DL 10.0 PSF DRW HCUSR081 05291CDJ *IMPORTANT A copy OF THIS n1Sf1,N T THF INSTACIA110" CONTRACTOR, Al I I RE 0 "'A', Nu, ., F, ....... N, E I u� AN 4;910 -ENG EC/WPF 0 , 1 1, 1 A I I ON .1 .11 11111 1111 11�.; A."' A. t 11-1 0 N STATE OF BC LL 0.0 PSF HC PRO "17:1 11 OR rAOFICAI ING. SuIPPIKG. INSIALI I Me' N_ I I N" At I. cu.� 0 NANCE .". 1VI; -P I NE At P INE HS WIIN A PkKIRLF PPO�ISIOHS Of 40S (NA'(04A DESIGN SPEC. Be AFAPA) A.9 IPI . WINE DESIGN I�ORIOQ ot C(P_ECFQP PL AU S AN I IWALI 1 1) TOTAD. 37.0 PSF SEON - 201 70 1 01.1 111 , DE . Go PIAI- 10 FhCI4 r"I 9, Teu, Q Ptlics (,'I PY (kil s-':1 III VI ROAW X ", OF FFII 211% 0SLr, I IIA", I ONAL DUR . FAC 1.25 FROM P F 1-1 Al FlIpi A, Ipl,N::( "I 'NuF1151-Al (.1111,1 mw� Of , S fI.SINII Ilf "WO I -P, III, IRUIS cOlill"If"'I'r necied Pioducts, "A"' P -1-- --- -1---.,-- --.1— -1-1"------.--,- -- q50 KIIN Icy Dtive 161F 11.11FIL .11 I'll .11 111 1-" I-R ANY PHILOIRr, IS THE AT"Pul"SiR1111f Of IN) unine, I,!., P Oct 26 '05 SPAC ING 24 . 0 SCj(y,j--f, 33844 57 11CH I.SJ!I11 I SEC. 2, JREF ISRE081 Z20 FLCWqiIk�t,,fAm(II 2AIRVIL97 57 %L -- (69601-5U5 / 1917A ( ) - CJ3) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. 3-0-0 Over 3 Supports R=188 U=180 W=8" PLT TYP. Wave\R ALP I N E A llyiiie Fvpzineered Products, 950 61W ICY Drive 11a6nesCih,F1, 33844 -- __F(, T+ 10-10-4 1-10-3 R=30 U=180 1 49 4-0 120 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 OC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. (69601-5U5 / 1917A - CJ3) Design Crit: TPI-2002(STD)/FBC 7 . 2 0 9 UMf &"p %, QTY FL/ Scale =.375"/Ft. "WA NING.- TRUSSES REQUIRE EXTREM, A., IN A..L ING. SHIPPING. 1.11-1111IG A-. .-ACING. NITER OW,O ... 1 11,11 I�EIIISIIIG .1 ITT '1.US1 RIAIE I.SE.11111. 1.1 F TC LL 20.0 PSF REF R081 - - 6064 DATE 10/18/05 OF Q"E �D A. PON, W 7 1" A.. IC;ORW 00 IRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. N O;FETY'S A TICES PRIOR To P E R MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. MA0.150:1 W1 537519) FOR 5 R C SMAtj HAVE PROPERLY ATTACHED STRUCTURAL PANELS AMD BOTTOM CHORD SHALL "AVE A PROPERLY ATTACHED No. 2 TC DL 7.0 PSF DR14 HCUSR061 05291COK RTOIGICHUREOILI MG. --1MP0RTANT**,uPNISf A COPY Or TUTS OESICM TO 7111 TNSTACtAlin" CONTRACTOR. AtPIHF FMGIN1FRFO 1"Al t "IT IF 1111Q11111111 1UR'A"1N"11'1.* A'"1.IA'1E1R1 IG GE11D I'll "'US R-CI'HICF�R.ANC NO I QN I ASP A I , G IT C I ,G Of IRU51( S. MCI DESIGN CONFORMS WI IH APPt ICAALE PPOVISIONS Or IIES 4MAI IONAJ OESIGN SPEC. R7 AFYPA) AND 111. CnHK(1,IOR PLAIE5 ARE MADE U1 ZO/1.3/16GA ASIM 0S3 "'H.S) GAL I, A U. U PEP '-A A"Y .1P(,I OR OF PLAITS FOLLOUCH BY (1) 514AI t OF PIN AMIJ(1 A3 ')I IPII 241(1? SEC, 1. A SEAL OR IUIS JF. OF STA % (4, BC DL RC LL ToT LD DUR FAC 10.0 0.0 37.0 1 PSF PSF PSF HC - ENG EC/WPF SEON 20153 FRON P F 1-1 ORAWIRG IN ICATES At:CfPTANCE Of I"r'I"rrPIHG 11v Satfily rnp TIEF 7PUSS COMPOTIrbf ALL .25 (Sf 5 "0.". THE SUII�filtlly AND USE 01 IHIS COMPO"(111 OUR Atli 9U1I0IHG Is [Rf PISPONSIBIJ ITY Of TOT RUILOING OfSIGNER VrP ANSI/IPI I Sir 2. r, A Oct. 26 '65 SPAC ING 24. 0" JREF- ISRE08IZ20 (69601-51.1b / iVi/A ( ) - t-,JJA) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgL, 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 rigid ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. T+ 10-10-4 1 10-3 R=31 U -180 1 +9-4�O Deflection meets L/360 live and L1240 total load. 3-0-0 Over 3 Supports R=186 U=180 W=3" (69601-5U5 / 1917A CJ3A) PLT TYP. Wave\R Design Crit: TPI 2002(STD)/FBC 7.2 C91 OTY:2 FL/-/l/-/E/-/- Scale =.375"/Ft. —WARNTNG*;,FPUSSES REQUIRE EXTREME CARE IN FABRICATION. ""CLING. SHIPPING. INSTALLING AND BRACING- orij TC LL 20.0 PSF REF R081 - - 6065 C 1 4 03 (BLIJOING COMPONENT WE P' (1 1011 PLAII .111111A 2 0. MA f 0 IF 7 9 1 . ..... A" 'TNtISS C.FJII'NL'CF M:R , C A . 6300 ENTERF" REFEROf TOOBOR. . �# xlokef— C I IT RI SO IIE 0 a S I I A." T1 lul)(3 'e %; ,AD so I I RAIIICII PRIOR 10 PER' ... 1-13 THESE FUNCTIONS UALISI T.11.111 INDICATED. TC DL 7.0 PSF DATE 10/18/05 01 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHE 0 No. 2 TO' C.H.P. SIT. L MAY, P.OPIRL FIT 6 to CEILING, B C D L 10.0 PSF DRW HCUSR081 05291COL —IMPORTANT— s�j"m"MTA COPY 0 THIS DESIGN fol THE INS AllATIOM C041RACTOR, ALPINE ENGINEERED PROOL, IS. I"K "I L -0 BE PIS, ONS]"If FOR �"V Of'l�'( '1 .4 'Roll 1C.'IIIIA(LORE To alol(to I-( B C L L 0.0 PSF HC-ENG EC/WPF F ------- /ALP I HE IF loss (IT CO"'Ho"'K(A .1, , 'VI; 1 01 (111, ' SH::!IS60ar ' I ", 13"Acr, OF IRUSSES� STA Of �' I GN COTT OR145 W I I H "P: I ( I, 1 "05 1 1 0"Al OE S [Go WE C. '0'Y AF APA� '.0 1 P M FIRE V./H.SIOGALV, SRIE TOT. L D . 37.0 PSF SEON- 20173 'L x,'*-.., o n To To r , P �r i A., C 1 5 AMP, Uf I ITT 111, 11 1 .11 11 P-1 0 AH IN,;, ......... "I IF I ",:!. A IAI N 11113 'M:ft1'EC.1 :119,111' PLA DL ':;F1 1, 1, FqP jlU SS r�oHlo'o E A ptile r�jjqiilccird Ilroducts, I N "I I 1 10 11 1 11 " '�"j DUR . FAC . 1.25 FROM PHI I OF G' . 1� ES AC"T"A'N"Ll"'101 IF01111"Slo"N"'I" I I 1950 Malley Drove (051611 SHOW". tllf SUJI�811.111 Atoll USE OF 11-15 0-1POWE"I l(IR ANI IRUILDIAIG IS TIJF RESPONS11111,11Y 01 IIIE Cill . Fl, .33844 oTHIJOING DF%jGNFR PFR ANSIJITI I SEC� 7. cn Oc t 26 0. SPACI NG 24. 0 JREF- 1'JREOBI_.,Z20 (69601-SU5 / 1917A CJ1) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be p r operly attached to the bottom chord. toe nailed at Top chord. Provide 2 16d common nails(O.162"x3.5"), Provide 2 16d common nails(O.162"x3.5"), toe nailed at Bot chord. R=-10 U=180 0-10-3 9-10-4 —T— 9-4-0 3X4(Al) R=O U=180 LL�o 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. Deflection meets L/360 live and L/240 total load. I-0-0 Te�PS�upports F---7 R=142 U=180 W=8" (69601-5US / 1917A CJ1) PLT TYP. Wave\R Design Crit: TPI-2002(STD)/FBC 7 . 2 0 . 0 9 LWdfft 'P —WARNING— TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. ........... 11111 TO ICSI I -' 'BUILDING PON" ' I FORMAT .-I. P . 111"I" BY TIT (I U11 PIA11 IN ....... G "OF U"I, �. A."ISMO.. WIIS'7'�SJ AND WCA �WOGO , NO SS 'D U.C., OF AMERICA. 6 �O. 1NI1RPHL;E"1. To PER ORM NO MA'GjSO:. W1 537519) FOR OSA'FMETY PRACTICE laq F I THESE FUNCTIONS. UNLESS OTHERWISE IN.ICAIE.� ER AT 4 5 P:U I ED IN4 o. 2 2 OP C1Q1O SMALL HAVE 11OP LY TAC ED ST CTURAL PANELS AWO BOTTOM CHORD SHALL HAVE A PROPERLY A ACH I G. 0 C FILING. I —IMPORTANT—FORNIS" A COPY OF TuIS OEI[GH TO 111E INSTALLATION CONTRACTOR. ALPINE E"CI"ErR(o 5 erA-r P"U "A, ' NO' BE OF 11G.11BLE TO. .1 GIIIATI�IW FP..":.,!' 1115 A.1JJFA1.AU.1 1. 0.11) 1.1 STAT A L nP1 N E :�7 ' C 0' F AD ", "." " ", I I I r OF IPUSIESJ� F IIMA� HIT 11 IT I Q�P"111'1. 1.1.11010,114S WJTj'I APP:'TCABIL:( PROVIS( 0 HS OFAOOS DIAll"A") All 'P, ALFIH 111""IC1111 PLAITS IP I HAVIT OF I (%0j"'I�'A1,11, A111' �! '"1 '111110 (". 11'�IjIJOIIPE. STE L. 'PP( P A', TO E� P I S C F C C T I C 7"1 W I A r 'IN I IT. 0 T 0 9 U9AWINGS )AOA AT[ r (JUNE; S'Nt( 1JCX A '�:l JPOC I.. '00 5 A CA ON ANY Of PL 1) S11A t C r(R A 2 11 1 11 N, ' 0 J� F�GJNEC�JINII; PESION IS111ITY SOIELY3-P T11F (R115S5 '011PONCINT A Pine 1---n2ineered Flioducts, I , INUICATFS Af(FPTM11f OF 1'T`.1(SSIOflA " r 5 1(150 Mai ley Dd— ""i" SHOWN. I'll lull" LJjy ANTI USE Of ]HIS COM-HFUl FOR ANY HUILOIN4 IS THF RE51ONS11111 I IV OF iiir Ihrunes('it�jl, 33944 BUILDING SIGNED PIP AIIIJI�Pj I Src. 7. Cz f) Oct 26 05 11 OTY: 0 FL/-/I/-/E/-/- Scale =.375"/Ft. TC LL 20.0 PSF REF R081-- 6066 DATE 10/18/05 TC DL 7.0 PSF DRW HCUSR081 05291COM F BC OL BC LL T OT . L.-D 10.0 0.0 -3-7.0 PSF PSF PSF HC- EN G SEQ11 EC/WPF 20175 DUR . FAC . 1.25 FROM HE B JREF- 1SREO8I,-Z20 SPACING 24 . 0