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142 Magnolia Park Trl 06-1763 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE II C7 SUBDIVISION M-9 PERMIT # ! li •' 74 S DATE ' PERMIT DESCRIPTION PERMIT VALUATION/"_ _ SQUARE FOOTAGE 0 O l7 to „00 City of Sanford Certificate of Occupancy This is to certify that the building located at 142 Magnolia Park Trl for which permit number 06-1763 has heretofore been issued on April 06, 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 Date Building: Capri Engineering 10/18/06 Engineering & Planning: G. Hyatt 10/19/06 Public Works: J Davis 10/18/06 Utilities: R Blake Fire Department: 10/ 19/06 Conditions (if blank, no conditions apply) D R Horton Q)3, YV1 .'� 10/25/06 Property Owner Building Official e Date BP210U01 CITY OF SANFORD Application Miscellaneous Information Maintenance Application number . . . . . 06 00001763 Parcel Number . . . . . . . 18.20.31.-0000-1700 Address . . 142 MAGNOLIA PARK Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 4/06/06 Y 2 story/ 3 bath _ HISB 4/06/06 Y noc on file exp 04/17/07 HISB 4/06/06 Y **Capri** HISB 10/18/06 Y CO sign offs: _ HISB 10/18/06 Y E & P: GH 10.19.06 HISB 10/18/06 Y PW: JD 10.18.06 HISB 10/18/06 Y Util: KA 10.19.06 F3=Exit F6=Add F12=Cancel CG 10/20/06 16:47:07 \al^tto Code .'Administration, flan, Review & Inspection Services CAPRI E N G I N E E R I N G October 18, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE II: LOT 170 PERMIT #: P06-1763 ADDRESS: 142 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. r Building Sla4, 151 FIW'rLintel, R W41Kheathing, Diy-1nFra1Fig r Building InWtion and Fin wilding. (Drywall Not Included) Electrical Rough.,066trical, Final Ele6frical and Electra-T'U.G, (Pre -Power Not Included) v Mechanical Rough%tlet(ianical and Final Metrical. Plumbing UndeW and Plumbing, 2nd Rough Plumbing / TWS Set, SW16 and Final Wdlnbing Should you require any additional information, do not hesitate to call on us. Respectfully submitted, CAPRI ENGINEERING, LLC Angel M kopez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 8 Orlando, Florida 32809 0 (407) 855-1860 N (407) 855-1868 www.capriengineering.com Code Administration, Plan review & Inspection Services CAPRI E N G I N E E R I N G October 18, 2006 City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 RE: Request for Certificate of Occupancy Magnolia Club Phase II: Lot 170 Permit #: P06-1763 Address: 142 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 0 Orlando, Florida 32809 8 (407) 855-1860 0 (407) 855-1868 www.capnengineering.com 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ❑ Slab Inspection ❑ El Floor Tie Beam / Lintel Lintel ❑ ❑ 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 ❑ ® 6/8/2006 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 411350 - 6/8/2006 170 2162 A-L 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 m authority have been completed in conformance with the approved plans and applicable cod ^... Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=411350 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 412638 - 6/9/2006 170 2162 A-L BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing 0 ❑ 6/8/2006 Inspection/1st Rough ❑ ❑ Slab Inspection Inspection 2nd Floor Rough In ❑ ❑ 1st Floor Tie Beam / ❑ ElInspection/Top Out Lintel Inspection ❑ ❑ Dry In / Flashing Inspection ❑ ® 6/9/2006 Sewer Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Tub Set Inspection ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ 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 hemin and inspected under�ny authority have been completed in conformance with the approved plans and applicable Z!t J Signature of Private Provider or Duly Authorized Representative —) http://www.ecapri.com/reports/pciRpt.aspx?orderID=412638 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Jeff Williams Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ Wall Sheathing ❑ 0 6/12/2006 Slab Inspection APPROVED El ❑ 1st Floor Tie Beam / Lintel El ❑ 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 19 ❑ 6/8/2006 ® ❑ 6/9/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 414154-6/12/2006 170 2162 A-L 0034163 BN3011 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 h in and inspected under'rMy authority have been completed in conformance with the approved plans and applicable es:' Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=414154 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing 0 ❑ 6/12/2006 Slab Inspection ❑ 0 6/22/2006 1st Floor Tie Beam / Lintel APPROVED ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection El ❑ 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 ❑ 6/8/2006 ❑ ❑ ® ❑ 6/9/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed El El ❑ ❑ 423628 - 6/22/2006 170 2162 A- L BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected underlfiiy authority have been completed in conformance with the approved plans and applicable codes j� Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=423628 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ® 8/24/2006 Roof Sheathing APPROVED ❑ 0 8/24/2006 Wall Sheathing APPROVED 0 ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/8/2006 ® ❑ 6/9/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 475835 - 8/24/2006 170 2162 A-L 0034163 BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined her ei d inspected under 71uthority have been . completed in conformance with the approved plans and applicable cod Signature of Private Provider or Duly Authorized Representative http://www.ecapri.coin/reports/pciRpt.aspx?orderID=475835 9/14/2006 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 06-1763 142 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: 479615 - 8/29/2006 170 2162 A-L 0034163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ 8/24/2006 Roof Sheathing Underground ❑ 8/24/2006 Wall Sheathing 0 ❑ 6/8/2006 Inspection/1st Rough Inspection ® ❑ 6/12/2006 Slab Inspection 2nd Floor Rough In 0 ❑ 6/22/2006 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel Inspection ❑ ® 8/29/2006 Dry In / Flashing 9 ❑ 6/9/2006 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 h d inspected under m authority have been completed in conformance with the approved plans and applicable c es: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=479615 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ® ❑ 8/24/2006 Wall Sheathing ® ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel ® ❑ 8/29/2006 Dry In / Flashing Inspection 19 ❑ 9/12/2006 Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ 9/12/2006 Rough In Inspection APPROVED ❑ ❑ 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 ❑ 6/8/2006 ® ❑ 6/9/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 488626-9/12/2006 170 2162 A-L 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 alathority 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=488626 9/14/2006 eCapri Q Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Building Inspections Verified Performed Date Performed ® ❑ 8/24/2006 ® ❑ 8/24/2006 0 ❑ 6/12/2006 ® ❑ 6/22/2006 • ❑ 8/29/2006 • ❑ 9/12/2006 ❑ ❑ ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ 0 ❑ 9/12/2006 ❑ ❑ Magnolia Club / Phase II 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Eizweig Cliff Anderson Inspection Performed Roof Sheathing Wall Sheathing Slab Inspection 1st Floor Tie Beam / Lintel Dry In / Flashing Inspection Frame Inspection Rough Insulation Inspection Final Building Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed N ❑ 6/8/2006 ❑ ® 9/12/2006 0 ❑ 6/9/2006 ❑ ® 9/12/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed Inspection Performed ❑ 0 Electric T.U.G. ❑ ❑ Rough In Inspection Final Electrical Inspection 9/12/2006 491905 - 9/12/2006 170 2162 A-L 0034163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection APPROVED Sewer Inspection Tub Set Inspection APPROVED Final Plumbing Inspection Inspection Performed Rough In Inspection APPROVED Final Inspection I certify that the building components and site improvements outlined her ' d inspected under my *thority have been completed in conformance with the approved plans and applicable cod Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=491905 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ® ❑ 8/24/2006 Wall Sheathing ® ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel ® ❑ 8/29/2006 Dry In / Flashing Inspection ❑ ® 9/12/2006 Frame Inspection APPROVED ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ® ❑ 9/12/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/8/2006 ® ❑ 6/9/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 488624-9/12/2006 170 2162 A-L 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 here' nd inspected under uthority have been completed in conformance with the approved plans and applicable co N: n ., Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/peiRpt.aspx?orderID=488624 9/14/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ® ❑ 8/24/2006 Wall Sheathing • ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel ® ❑ 8/29/2006 Dry In / Flashing Inspection 0 ❑ 9/12/2006 Frame Inspection ❑ ® 9/14/2006 Rough Insulation Inspection APPROVED ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ® ❑ 9/12/2006 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 ❑ 6/8/2006 ® ❑ 9/12/2006 0 ❑ 6/9/2006 ® ❑ 9/12/2006 Mechanical Inspections Verified Performed Date Performed ❑ 9/12/2006 491112 - 9/14/2006 170 2162 A-L PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my adhority have been completed in conformance with the approved plans and applicable cod Signature of Private Provider or Duly Authorized Representative tit ✓ \� http://ecapri.com/reports/pciRpt.aspx?orderID=491112 10/4/2006 eCapri Q Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 492332- 9/15/2006 170 2162 A-L PE34163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing Underground ® ❑ 8/24/2006 Wall Sheathing 19 ❑ 6/8/2006 Inspection/1st Rough 19 ❑ 6/12/2006 Slab Inspection Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / ® ❑ 9/12/2006 2nd Floor Rough In Inspection/Top Out Lintel Inspection 0 ❑ 8/29/2006 Dry In / Flashing ® ❑ 6/9/2006 Sewer Inspection ® El 9/12/2006 Inspection Frame Inspection ® ❑ 9/12/2006 Tub Set Inspection El ❑ Final Plumbing Inspection ® ❑ 9/14/2006 Rough Insulation Inspection Mechanical Inspections ❑ ❑ Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections 19 ❑ 9/12/2006 Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ ❑ Final Inspection ❑ ® 9/15/2006 Electric T.U.G. APPROVED ® ❑ 9/12/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under my;euthority have been completed in conformance with the approved plans and applicable codes, Signature of Private Provider or Duly Authorized Representative a"'- http://ecapri.com/reports/pciRpt.aspx?orderID=492332 10/4/2006 eCapri Q Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ® ❑ 8/24/2006 Wall Sheathing ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel Z ❑ 8/29/2006 Dry In / Flashing Inspection ❑ 9/12/2006 Frame Inspection ❑ 9/14/2006 Rough Insulation Inspection ❑ 10/18/2006 Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 9/15/2006 Electric T.U.G. ❑ 9/12/2006 Rough In Inspection ❑ ® 10/18/2006 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 ,+ ■ rw ■ 6/8/2006 9/12/2006 • ❑ 6/9/2006 ® ❑ 9/12/2006 ® ❑ 10/17/2006 Mechanical Inspections Verified Performed Date Performed 19 ❑ 9/12/2006 0 ❑ 10/17/2006 517047 - 10/18/2006 170 2162 A-L PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes - Signature of Private Provider or Duly Authorized Representative - http://ecapri.com/reports/pciRpt.aspx?orderID=517047 10/18/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Luis Colon Building Inspections Verged Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ❑ 8/24/2006 Wall Sheathing ED ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel ® ❑ 8/29/2006 Dry In / Flashing Inspection • ❑ 9/12/2006 Frame Inspection ® ❑ 9/14/2006 Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ 9/15/2006 Electric T.U.G. ❑ 9/12/2006 Rough In Inspection ❑ ® 10/17/2006 Final Electrical Inspection REJECTED Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/8/2006 ® ❑ 9/12/2006 9 ❑ 6/9/2006 0 ❑ 9/12/2006 ❑ 0 10/17/2006 Mechanical Inspections Verified Performed Date Performed 0 ❑ 9/12/2006 ❑ ® 10/17/2006 515925 - 10/17/2006 170 2162 A-L 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 "rein -and inspected undeIma thority have been completed in conformance with the approved plans and applicable cgdes: Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=515925 10/18/2006 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 06-1763 142 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/24/2006 Roof Sheathing ❑ 8/24/2006 Wall Sheathing ED ❑ 6/12/2006 Slab Inspection ® ❑ 6/22/2006 1st Floor Tie Beam / Lintel 0 ❑ 8/29/2006 Dry In / Flashing Inspection 0 ❑ 9/12/2006 Frame Inspection 0 ❑ 9/14/2006 Rough Insulation Inspection ❑ Z 10/18/2006 Final Building Inspection APPROVED Electrical Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 9/15/2006 Electric T.U.G. ® ❑ 9/12/2006 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 ❑ 6/8/2006 0 ❑ 9/12/2006 Z ❑ 6/9/2006 ® ❑ 9/12/2006 0 ❑ 10/17/2006 Mechanical Inspections Verified Performed Date Performed ❑ 9/12/2006 ❑ 10/17/2006 517042-10/18/2006 170 2162 A-L PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined her d inspected under m uthority have been completed in conformance with the approved plans and applicable co l^ / Signature of Private Provider or Duly Authorized Representative y � / http://ecapri.com/reports/pciRpt.aspx?orderID=517042 10/18/2006 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Expires February 28. 2009 Federal Emr�:gency Management Agency "¢ Natural Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PAOPERTY INFORMATION I For Insurance Company Use: I Al. Buildng Owner's Name D.R. HORTON Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 142 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 170, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 370+/- sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b NL sq in c) Total net area of flood openings in A9 b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E 4/17/95 4/17/95 X N/A 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation DateN/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEMINOLE COUNTY Vertical Datum NGVD'29 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 45.,0 ® feet ❑ meters (Puerto Rico only) 55.1 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 44.9 ® feet ❑ meters (Puerto Rico only) 45.1 ® feet ❑ meters (Puerto Rico only) 44.g ® feet ❑ meters (Puerto Rico only) 45.9 ® feet ❑ meters (Puerto Rico only) 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 on this Certificate represents my best efforts to interpret the data available. -- I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name: JAMES JAY JILES License Number: 4997 Title: PROFESSIONAL SURVEYOR & MAPPER Company Name: AMERICAN SURVEYING & MAPPING, INC. Address 1030 N. ORLANDO AVENUE, STE, B CityWINTER PARK State FL ZIP Code 32789 10/05/06 (407) FEMA See reverse side for continuation. Replaces all previous editions ..M IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 142 MAGNOLIA PARK TRAIL City SANFORD StateFLZIP Code 32773 + • Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C2-E IS AN A/C UNIT Signature ) l� y/ Date 10/05/06 ��,�� /�J I-1 Check here if attachments SEcT16N E - BUIL ONCtLOATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (seepage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of plafform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check he if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City State , ZIP Code Company NAIC Number & 27 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. PLAT OF SURVEY DESCRIPTION: (A.S,,FVRNISHED) LOT 170, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 152 LOT 151 i q --------------- 0 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA POINT ON BOUNDARY O 'Z d=90100'00" L=39.27' m R=25.00' CB=N18'25'00"W PI C=35.36' `� I GRAPHIC�SC�LE� I f,64 /k, 0 15 30 C 77 19AI w qCT qOF Wqr `1 L'Y '1 563.....;' '•''' ' CENTERLINE OFPI ��• 70. 2s'p� h Wq \`^ RIGHT OF WAY Oosi o1 s'30' 0 q O�'' R-100.00' LOT 170 4dMfVl �� CB-S27'08'15"W G=,.9s r�q S.i7. �� h i WALK IS •: 3.6' OFF po. 30' ^•`'1 O /CENTERLINE J?9• ti '0 J TWO STORY CONCRETE BLOCK IO�� & WOOD FRAME �\ 1 OF / RIGHT OF WAY RESIDENCE \ FINISH FLOOR C+04,2?J• n rven--5 60 ��. I 'V r •' I n LOT 169 FOR THE BENEFIT AND EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA. INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DHI MORTGAGE COMPANY, INC. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-05-06, UNLESS OTHERWISE SHOWN. 3. 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, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 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 LIE IN ZONE X. AREA OUTSIDE THE 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL. AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 170 AS BEING S63'25'00"E PER PLAT. FIELD DATE:) 04/22/O6 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM 52637 FORMBOARD 05/31/06 JR JOB ODEL CHANGE 3/16/06 DLC DRAWNN BY: PLOT PLAN 2/27/06 MOF 7.J• C, ?g �' i J I•M'^ A2 ZT �yQ 0 k 42.6 o .�• /�� 3P ?SQO 7�� S .c LEGEND — BUILDING SETBACK LINE - - CENTERLINE FND NAIL AND DISC — — RIGHT OF WAY LINE Q LB #4671 (04/22/06) EXISTING ELEVATION 0 FND 1/2" IRON ROD AND CAP A/C AIR CONDITIONER LB #6393 (10/05/06) �7 CONCRETE DENOTES DELTA ANGLE u (P) PER PLAT C CHORD LENGTH PC DENOTES POINT OF CURVATURE C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF INTERSECTION CP CONCRETE PAD PK PARKER KALON CS CONCRETE SLAB POC POINT ON CURVE C/W CONCRETE WALK POL POINT ON LINE F. E. M. A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT 10 IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER L ARC LENGTH PT DENOTES POINT OF TANGENCY LB LICENSED BUSINESS R RADIUS LS LICENSED SURVEYOR RP S/W RADIUS POINT SIDEWALK (M) MEASURED TYP TYPICAL CHU OVERHEAD UTILITY LINE Ilv unI ITv ann THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY ALES PSM #4997 DATE 32789 (407) 426-7979 CITY OF SANFORD PERMIT APPLICATION Permit # : Job Addrt Descriptie Historic District: Zoning: Value of Work: S. Permit Type: Building Electrical V11, Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS I c:b .-.ZOO Addition/Alteration Change of' IService Temporary Pole Mechanical Residential Non -Residential Replacement New (Duct Layout & Energy Calc Required) Plumbing/ Nets Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for ulhcr 111-1 Parcel # (Attach Proof of Ownership & Legal Description) Owners Name & .address: to' / Phone: 7U % ' FS © •- ✓ 1;L O Ci Contractor Name & Address: tn� Ct C Q ►'S e C= i G �f1 C I. d�•S G . W i ( r)! L•>' jf M(,t 3 State License Number�lz- CEO/ S Z�- Phone & Fax 2/ gtJyy .. 3 Z8'U O•j'-/ Contact Person: /r l 6( r 1 f- Phone 4O l 2 i -, _1.Y y Bonding Cornpan)': Address Mortgage Lender: ---'�- - Address Architect/Engineer: Phone Fax address: Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has cummenced pnor 10 rhr issuance of a permit and that all work will be perfonned to meet standards of all laws regulating construction in this jurisdiction. I under -stand that a scpar.ttc must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and pennit AIR CONDITIONERS, etc. OWNERS AFFIDAvj: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable la > r gu construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1'OLjR P 0 u TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR 1N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. TI : In addition to the requirements of this pennit, there may be additional restrictions applicable to this properly that may be found to the pub!h this county, and there may be additional permits required from other governmental entities such as water management distracts. state agcnc•tcs, of led&k arc r> l Acceptance of pennit is venfication that I will notify the ownerof the properly of the requirements to ' a Lie iw, FS 3 oho r C `v' r N Signature oOwneriAgerst Dale Signature ol'Contractor/Agent Urn f .�.. V Q w' n Print OwnedAgerx's Name Print Contractor/Agent's Name rx r. • H . L Signature of Nolary•Slale of Florida Dale Signature of Nota to of Florida Date A t�1 . OwneriAgem is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Condition: Zoning: Knuscn to Mt ur Contractor/Agent is _ Pc�unalj. Produced ID Utilities: FD (Initial & Date) (Initial & Date) (Initial & L%nr) �J 3 CITY OF SA.NTORD PER\llT APPLICATiON 'f `n Gj' l lY 0 Date: o%/% � `� pp Description of \\ oa•Is: 1 Total Sy hire Foola;e T 000' Historic District: zoning: \'slue of Work: S .j Permit Type: Building Elecincal Mechanical _ Plumbing __ Fne SprmklenAlann Pool --_-- E)ectrical: New Serice - # of AMPS Addilion/Alteration Chance of Service Temporary Pole Mechanical: Residential -)<- Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ Nei Commercial: # of Fixtures # ofWater & Sewer Lines # of Gas Lines Plumbing/Nei' Residential: # of Water Closets , Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: —_ # of Di'elling Units: —_ Flood Zone ITEMA form required ) Omens\ame&Address -- !_-------- - ----- -- -- -- Phone — .--------- Contractor Nnmc & address: Number Phone & Faa _ . �? }.o- 3 E l s a-1 ?4�k4�)t son.. Y', i' i'hone BondingCompan—....---- --- -- _ - --- ---- — +tort,;, ArcbitecUlingitterl - I'hone. _— l;,.i------- \hI,II:v;.aI•:hir,l rt.I,lrh I,lair.;i,.t;:i+! .,h;I,gh.;Itc \Ik 1 It\DIIIIt\I Ri, .I, 1 ccrrlhx Ihal ;ill of III,: Inkam;tu,m n:Ici ur;11r ;ut,l thol all nnli, III he .1, nr n ,oml Il.ntrcapphrahl' UR rA'i'INn c, nsnrtction and -roam: \WARN)NG TOOWNER l OtIR FAILt.IRE TO REf'ORD '1 NO'1IC'6 (�F COt1tx9LN( Fr'IFNI, MAl' RFSIII_T I POUR PALING l-\\'I(E F()R Ih1PRO\'E,NIENTS TO YOUR PROPERTI . IF 1'OU INTEND TO t)Bl:\IN I'1N,1NClN(;. l'UN 1'L f \ T11 l OUR LENID R OR AN \I II)IZNLI 13LPt)KL RLl (tRDING ll>UR \1111(L ltl-t 1)�'I\ICNC L\it\I N_t) I K L In addition to Ih.: Ityun'rmrnts of III), permtl. Ihcrr max be addtunnal resn'tcuon, Il 'icahlr I„ Ihi ,n }i' Ihal ma+.M faun m the puhhc rec,), rtk 01 Ihi, cuuntx. and Ihrre m:r. he addiunnal permits requn'ed I'nun other �, enunenlal ell I le h a, alrr n n irnt distri�rK: state a ncies, or fed/rral.x metes >cccplancc ,,f perms i> +erilicaIon Thal 1 xx ill nnII I' them ner of the pntpern of the yunimrnn , I I o: FS 70 ? / Sgnmuie of (l\x nct'/A-e n1 Dale Print Ox+ner/.Agent's Namc Signature of Notary -Slate of Florida Dale Or nerAgen1 Is _ Personally Knox+-n to Me or I'mdural ID APPROVALS. ZONING: Spcclal(ornllGons - Re\ 03/1-006 UTIL: FL) a(uie of mtracwrA_rnt Dale INERT G. DELLO RUSSO NmN1:1j,ni1a1lor'.4grnl's- Signature of Notary -Store of Florida C,mlraclor•'.acent 1s _ PeI� sonull+ hno\vil to Nicol Pnducrd ID ENG BLDG: ueusew+bwrttr ,_":,°s:Pv,'¢. MIRINDA C. TURNER MY MMMISSION # DC 212893 ' EXPIRES: June 14,200, o Bonded That Notary PutAL, tMder,vrilers �•rr�• OF s,\vFr)ltu rexnu r arrt.tc \ r1oN Date: mit Address: /'"Jar k Iryi --I iptinn of Work: r - c: toric District: Lotting: b'alue of Work: S L• C` -mit Type: Buildin_ V tIeLtncal Mechanical Plumbing Fire Sprinkler: Alarm _- I'001 :ctricai: Ne.t Scryit c = of.-\ddition:.Alteration CAun__� ut'Sc-vicc Temporary Polc _ mhanical Residential _— Noll-Rc:,ide:nual Rcr)lac�::nent Nc•.v — (Duct Layout & I ner%!v C'alc. RcquirLtl► amhing/ Nett Commercial::: of Firtures ofWater &- Sewer Lines » tit Gus Lines unibingiNew Residential: = of Water Closets Plumbing Repair - Residennul or C'omnaereiul ccupancv Type: Residential !� Commercial Industnal Total Square Footage. instruction Type: _ � of Stories: -- ": of Dwelling Units: _ Flood Zone: _— i FENIA iurm required for other than �l 1Attac h Proof of Otcnership &- Legal Description I ucd a / ' _ __ 11 II Sc C=} C 1� CC � wucrs game Address: Phone_=1._ ?. - es untractor Name & \ddrt k 1.� C t_ > � - �� IY1 t- tZ a C Hk l State License Nuntber. Li 0 _ Z _' - L (_`i �1__ hnac S Faz. - ti-- Contact Person: _. Phone - / totaditag Contpam ,lortgage Lender ----- --- �.- — -- - ---- kJdrest -- - - --- --- ------- \rchiiect/Euxineer-.--- Address ----- --..-- F•rx:_--- --- Aprolicaiiun a hcrehv made o, ohtam a pe)nitt to Jo the ,work and installations as indicated. I cerify that no wod, or installation has commenced pnor it, die issuance of a perimt and that Al ,oik •.gill be pci-turmcd to nicer standards of all laws repulatine construction of this jurisdiction I understand that a ;cpamtc pernm must he>.ecurcd for ELECTRICAL WORK, PLUMBING. SIGNS. WELLS. POOLS. FURNACES, BOILERS. HEATERS. TANKS. and AIR CONDITIONFRS.:ic OLWNER SS\FFIDAV I I Gently ihmi all of the f0reumng mfnnnatiun is accurate and that all wnrk will he done in compliance with ail applicable Laws regulatini construction and tunm_' %t -\RNING TO OWNER. YOUR F \,LURE TO RECORD A NOTICE OF COMMENC:ENIEVT �IAY RESULT IN YOUR PAYING TWICE FOR ih1PRO�'ENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING TOUR NOTICE OF COMMENCEMENT NnTI r-. In addition no the requnctucnl. ,1 this pt:nnrt. there may be additional resinctions applicable to this property that ntav he foutid m ihr public rttt:nrd., u1 this aunty, and there mas he addmmnal perintis required from usher governmental entities such as water manaeetnent Jisincts. state aecncie%. or Icdcral uecimus. Acceptance of pcnnu a cnliwuon than I will nntih the owner of the property of the requirements of Florida Lien Law. FS 71 o_naiurc.�lil,.ner ;r_m--.._.-. Dote Stenaturc, untrtetor.lti_cnt .--.--- Darr Prim owner Ae,cnl , Name "tenaturc of ':o+an State . (Flanda TRACIE KNOX "'-D�ttgotary Public - 5tate��, =M Co scion ExRires r» ^Y a ; y Co mission # DD 169359 vdt rr cnt,Nan`, ry-Stme of Flonda c Owner y_cnl i, Per.on'ally Known to b .... '" Contractur-ARcnt is —_ I"emonalk Known w \1c or Produced 10 \PP1.1( •\ T ION \I'1'K(»l I) BY lil l_ - - ----- ';mine --- - _ ---- -- Unktic: _- - -- - - Fi) --- - huual a D:Itc) dnmuil :c [)ate) ilnitial )L Diic; ilnnial & Diem tipt.`..•:ai c-.uu heron, r. POWER OF ATTORNEY Date: 7 - 3 cT�. I hereby name and appoint of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: 6 Section Subdivision: Township Range Lot / 7 ,-ry Block (Address of Property) (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 0 Signature f ertified Contractor The foregoing instrument was acknowledge before me this 9 day of 0 Who is persggklyTcnown to me/o wproduced As id ntificati o did not take oath. ate of Florid ,,,. r.• TRACI X E KNunty of ACIC� °` public - State of Florida Notary , Dec 27.2066 uc -My Com�mi5s�on E x 169858 Commission Notary tity Commission Expires: CITY OF SANFORD PERMIT APPLICATION Permit # _06-1763 Date: 1 Job Address: _142 Magnolia Park Trail —Lot 170 Description of Work: Plumbing — underground, rough -in, top -out, final trim Historic District: No Zoning: Value of Work: $ 4,000.00 Permit Type: Building _Electrical_ Mechanical _Plumbing X Fire Sprinkler/Alarm _ Pool Electrical: New Service - # of AMPS Addition/Alteration _ Change of Service _ Temporary Pole Mechanical: Residential X Non -Residential_ Replacement_ New_ (Duct layout & Energy Cale. Req'd) Plumbing/New Commercial. # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: _# of Stories: # of Dwelling Units: Flood '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 Ouality Plumbing, Inc. 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386) 775-0918 Contact Person: Rick Capman Phone: (386) 77.5-0909 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 BEFORE RECORDING YOUR NOTICE: OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/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: (Initial & Date) Special Conditions: yr �� ignature of Contractor/Agent Date Gary Wayne Evers Print Contractor/Agents Name n ,,k�,. (II loo v 1'IFFFAi:TY A ROLON My f X)M MISSION * DD438781 i yj p9� EXPIRES: J.ne h, Y01Yi t�3'�8L1ib? r-kx;a�,*}omry Ss„ae.c«n Contractor/Agentis %i'erso`na ] nown o Me or Produced ID Zoning: _ Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) OW A& � Code Administration, Plan Review &Inspection Services CAPRI G N GI N G G R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1700 Address: 142 MagnLolia 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 553.79](2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering,LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elg zweig@caprien ing_eering 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.caprienp-ineerinp,.com O' The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual Corporation D.R. Horton. Inc. (Signature) Print rporation Na e Print Name: Address: (ignature) 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 Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Type of identification produced v. Mellisa Cortes: Sign ture of Notary Print N Notary Public: NOTARY ST BELO +4r MELISSA LYZETTE CORTES C)ly L MY COMMISSION AtDD506923 My commission expires: �itaRp�' EXPIRES: Jan. 16,2010 (40� 398-0153 Florida Notary Service.corn A& . Code Administration, Plan Review & Inspection Services CATRI E N G I N E E R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1700 Address: 142 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): e�g@caprien in�g 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.p,ineerinp,.com The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horlpn. Print Co6orz Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee 4600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Type of identification produced Mellisa Cortes: Signat Lre of Notary Print Name: Notary Public: NOTARY STAMP BELOW .( ( *VNL MELISSA LYZETTE CORTES My commission expires: MY COMMISSION#DD506923 EXPIRES: Jan.16,2010 (ao� 388-0W Florida Notmy Sxvift com 11111 II III 11111 II 11111111 II 111 II 111 II 111 II III 11 III II 11111111 0 �0 - \�) �0� THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06204 Pg IrW; Upg) CLERK'S # 200E060716 RECORDED 04/17/2006 01:411147 PM RECORDING FEES 10.00 RECORDED BY H Bailey 142 ��hD� �W / G,a� NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 151 and 170 Magnolia Park Plat Book 63 Page(s) 54-59 Public Records of Sanford, Florida General description of improvernents: 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 #. 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 #: CERTIFIED COPY r:, ( r NDA 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: arne: 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(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): /' D.R. Horton, Inc. (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this I day of Nf ( 1 ,2006 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a7Delaware Corporatio , on e a o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid ��l��lrce��a2 o a ignature Notary Seal MICHELLE C. BLADEK Notary Public - State of 1=loridrj My Comrrirasion E des Dec l , 2J8 x Commission # DID 376042 9r } •` °' ° Bondxf By National Notary Assn. CITY OF SANFORD PERMIT APPLICATION y • / Permit # : % ' tj6, \ Date: RECEIVED Job Address: Description of Work: �JF R 06 Historic District: Zoning: Value of Work: $—-- Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Catc. 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 _le"� Commercial Industrial Total Square Footage Y Construction Type: # of Stories: �_ # of Dwelling Units: 1 Flood Zone: (FEMA form required for other than X) Parcel #: oLO`" (Attach Proof of Ownership & Legal Description) Owners Name & Address: ��yy11'i I,�+ 1 t y� I� J ` V!`, SO - — ... Phone: Contractors- Name & Address: Q p J��J State License Number: 51 Phone & Fax: � r —S-4<3b I — contact Person: Phone (' " Bonding Company: r-y51 Address: Mortgage Lender: Address: Architect/Engineer: �,�.g Phone: m 1-4-94_ 1 Address434 J t l�� C4,C-1 Fax: AcrA l dt Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the remeets this county, and there may itional Accepta rmit' verification that 1 Signat a of Owner/ARt of thiitere may be additional restrictions applicable to this property that may be found in the public records of permi requir, there from other governmental entities such as water management districts, state agencies, or federal agencies. Sigh&ulre of Notary -State of Florid notify the owner of the property of the requirem o lorida Lien Law 3 tur Date Signaof Contractor/Agent Date tt� u- Print n ct /A ent s Nam — Ack- tort lA Ttii fri4,1h%,Krt9ivn to M or of r g it to a�� a Me or Ptaduc „t , It f f roduced ID t -- r rli'?r.. APPLICfitJNAItRO�LLiY'ggd Zoning: ti lJ ,ht �' •� , wa?t e} ) (Initial, Q�td) fr (Inal 8e Aatep>a: (Initial & Date) Special Conditions: 7z/ S-7 v9 CITY OF SANFORD B � DING DIVISION ENTIAL BUMDING PERMIT SUBMITTAL RFQUMMENTS FOR ❑ 1, Two (2) recent boundary and bu;ldl> g location surveys showing setbacks from All structures t'o property lines for permit for structures (not fences) ❑ 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: O a, Foundation plan indicating rooter mom$ walls. Provide side view details of these footers with reinforcement bar replacement o b. Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, locatlon(s), inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. * Note the State of Florida requirements for bath door for compliance of Handlenpped Code (F.S. 553, Part 5) o c, Elevloon tions of elevationlheightlor As perlls� east, west, north and south. City Engineering Department or ish noon subdivision plat. o d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section. o e, Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. O f, Engineered truss plan with details of bracing. Engineered beams for spotcing openings to carry and support trusses. 0 g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footages: ` it yS•F• Garages/Carports '1 S.F. Porch(s)/Entry(s) -- S.F. Patio(s) _ ZS.F. Conditioned structure Total (Gross Area) 11I .F. ❑ 3, Three (3) sets of completed Florida Energy Cocle Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, it report may be requested by the Building Official or his representative. ❑ S. Other submittal Documents: p n. Utility letter or approval when p b,1i4iwntcr supply and/or sewer system connection to be made. 1; : 1 , b. Septic tank permit to be obta[ne Seminole County Health Department at: 400 W. Airport iv} anford, Fl (407) 665-3600. c. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regard 0a arbor ordinance and permit. ❑ 6. Application to be completed thorot hl,i and signatures provided by a licensed and Insured contractor. gqWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLZCAiI'ION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie bearbs - columns- cells G. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation I flrewall 12. Insulation, walls and/or ceilings 13. Electrical anal, mechanical final and plumbing final 14. Building anal r 15. Other / DATE SIGNA P 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 The Citv of San r to The Buildin For a residential permit for work to be performed at: Lot#: Ob, 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 gn ture o-T Contra r of This foregoing instrument was acknowledged before me this day of ' , 20,0 W By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. 1 State of Florida County of Orange kv 1, O��L Notary Pub 'c Signature Notary Seal 1, 2[�;:i s9 co 1 I J' ° PCRMIT No This permit shall outhoritc work to be done in the City of Sinford based on the approved construction plans and the inlormation p(ovidcd below: Riplit-of Way Utilization................... ❑ Driveway Applicant Namcaj.ch`�� , L_ad l Firm: —D ..�. 2 wl /,�� t1 t'lionc:"53tX�lfOayl� Project Location of Address:L07'_ r� Title of Approved (love pmrnt (Tans: Approv'll Me: Schedule of Work: From To 1'mergcney*Tiepairs ....... 0 Proposed Activity: Driveway Installation ....... 0 Aerial Utilities ....... 0 Underground Utilities ....... ❑ Bore and Jack ....... CD Open Cutting of Roadway ....... ❑ Sidewalk Installation ....... 0 Other ....... 0 Specific Description: ..................................:............................... 4................ . EtCMUOn information: Total Length (Fn Humber of Open Roadway Cuts Aerial Information: Length (F ! ........... , 4 4 4 4 4 4 .... . . ......... a�.;,Number�of�Poles�(Existing),_,(H:w� .... It is understood. and agreed that the dgh(s andjpqyileges herein set out era granted only to the extent of the City of Sanford's jurisdiction and the right, title, Or interest in the land to be entered and'used by the petmi(tee. The permil(ee shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and against all'loss, cost, damage, or oxpensE adsigg K any manner on account of the permit requnt by said permittee Of (lie foresafd riglits and privileges. In tlto event of any future construction of roadways, utilities, stormwater facifitios,or any general maintenance activities by the City becomes in conflict with the above permitted activity, the petmit(ee shag removo andlor relocate as necessary at no cast to Ite City of S'an(ord, insofar as such facilities are within (lie public dght•of- way. ' CALL THE PUBLIC RRK DEPT. AT 330.508 TO SCiiEDULE n PRE -POUR INSPECTION ' APPLICANT S(GNnTURr nnrr. Reviewed: Public Works Uale Utilities ni PROVI:1): i'ngini:(:iinil ENGINEERING PACKAGE BUILDER : PROJECT : MODEL/BUILDING : LOT: BUYER'S NAME : FIN Q_s��'0 oi)400 e5 -5-06 'iC .ice )%o BLK: JOB#: REVISION DATE alq loc; mrrn NEW LOAD : �', )I (F- CARPENTER CONTRACTORS OF AMERICA, INC. ■� 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 OFFICE USE ONLY: PROJECT LOT BLOCK PAGE 1 OF lk 1i,111,1111111141, 1H- I A I I (1LC0MMrND.-D SI-IOC-11NG DETAIL 2doo# — 1 1500# CAPACITY POSTS @ A'O" O.C. NOTE: IF PAI.1_ETS OF CONSTRIICITON MATERIAL WEIGHING MORE MAN 500k ARE TO t1L PLACED OIJ (=1_f.i011 7Hl1SES, 511011ING 1S C1E0UIRED. . '+ CONCENTRATED LOAD DUE TO UPPER FLOORCONSTRUCTION MATERIAL. PROVIDE 2'0" CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET IS 2000M. LOAD MUST BE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE, It��ilding Mnterinl 1Vts. NOTE: SHORING MATERIAL AND LABOR TO INSTALL AND TO REMOVE THIS 1/2" gypsum bd. = 2.2 psf / 1/2" layer MATERIAL IS TO BE SUPPLIED 5/8" gypsum bd. = 2.8 psf / 5/8" layer BY THE C014TRACTOR. R1 811 conc. block = GO psf / 8" layer masonry brick = 38 psf / 4" layer 2— 0— 0 4 — 0— 0- MINIMUM SUBFLOOR-UNDERLAYMENT 2000# 7 p x \ (2) -2X6 HEADER 4X4 OR (2) 2X4X4' O" UNDER TRUSSES WHEN SHORING POSTS @ 4 ' 0" O . C . IS REQUIRED. CLEAR SPAN C� CJ CJ C= O O �AI_PItaEo 0 �RUSS 91 A i' REY. 'I y9 DA .t DETAI tiC 12396074 iG AP 2 Ljf� IN IS DOG PPI PAkLU IRUM UIMPUILR INPUI (ioAUJ 3 UIMLH' IUHS) ABHIIIII) Of H,W,. III I?. (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: Top Chord Pitch Max. Material weight (psf) 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 I 2 9.9 2.5 9.8 3 9.7 3.5 9.6 4 9.5 4.5 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. Design Crit: TPI 2002(STD)/FBC 63532 ➢I.A1iT III EACH (Af! OF IRIISS ANp. lIYI.EST N111(PYISf lIKA1EU ON IRIS NCSII.X, PDSITIpY PER DRANINI:S 160 PLT TYP. 20 Gauge NS Wave C RT=1.00 1.25 10 0 7.2 9 � OTY:1 FL - 1 - - R - Scale =.25" Ft. ' ••NAFNItlD•• TRDSTET R[OUIRI FA1R[NL CARE IX fABRIf.AT1UX. NAYpIIXt, Sg11PING, IRSIALLING AND BR ACIp IATI ....... WE 10 DC 51 IOJ (UD II DING COMPONENT SAf FiT INFORMATION). PINII ISNfO BY !PI (TRUST Pt, ..SFIIUf 503 F •. � T C L L R E F R 08 1 - - 4 8 3 5 1 D'Door0.10 DN., SUIT[ 200. MADISON. N) 53]19) AND XiCA {N000 iRU15 COUNCIL OF AM[R1CA. DJ00 t'NI[RPR Sf lN. HAOISON, YI 51119) fOR TA([IT PRACII[LS PRIOR 10 PERFORMING /HES( TUNCIIONS. IIYL[S$ 0/11[RbiSC IYDI IfO, � ••: T C D L DATE 1 0 / 1 9 / 0 5 __ _ ALPINE I � lOP I;NOPD SIfALI IIAVE PROPERLY AiIACNCD SIRUC11NlAL PANELS AND BO110N CHORD SMALL NA9F A PROPERLY AIIAC 1)R I61R C[II END. ••IMVURrANT••rIw XISN A COPY Of INIS Dl Slfll 10 Tllf INTTAIlAl IOtI f,UN1R ACID0.. AI PIYF ENGINEERED PRIIDUCfS. INC. SIUII Npl D[ N(SPUNSIBI( fDR -1DfYlA1,DN INDN IXIT DItIGN: ANt FAIIDR( ,p BDILp IRE IR lASS IM fUNF IIR HANC I. YIIN IP I: DN fADRICA11N6. NAXD4 IYG. $N IPPIMD. INSIAI IIXD R BIIAC IXf, Of IR ITS Sf T. DESIGN f,p"fDRMS bllll APPI ICANI( PRUVISINNS pT pD1 (MTIAl1UNA1 Of SIGN TP(f, HY M1IAFA) AND IP1. AI.FIRE CONYf CIDN Pl AlE1 ANE -.1f RI IPj IB/IfiDA IY,N/T/t) AH A653 !•11 ANT. I0/6V (N, R/lf, S) WIY. SIEf L. APPIY V No. 21 t� : _ * * E • • �••• S11"1TR1QlFOOy�' •'9 • 7 BC DL B C L L T 0 1 L D - DRW IICUSR081 05292313 - 11 C - N G DR/DR _E ___ _ S E Q N_ �`� N (_. 110' U, A ('j' t, AND D I J:�; ; [' (? i� 11`;J TI' 01-i' LA' 11-_�'A L) BRACING THIS IS A DANGEROUS CONDITION SHEA'THiNC' Ii, [ l-t . I. COMPRESSION WEBS, TO PREVENT THIS LIEFORF, AND Arl'ER t' FAILURE. ANCHOR BUCKLING. QR _RESLRA_IN_7'L E LA'j'RRAL BRACING! CONTINUOUS LATERAL BRACING (CLEJ) MAINTAINS SPACING, BUT PERMITS LATERAL BUCKLING OF ALI., VIER MEMBERS AT THE SAME TIME. HEARING FOR TRUSSES FIG, 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTIIER 'TYPES OF WALLS). USE METHOD SHOWN IN FiG. 2, 3A & 3B, OR ANOTHER STRUCTURALLY SOUND METHOD SPECIFIED 13Y PROFESSIONAL ENGINEER OR ARCHITECT. FIG. 3A DIAGONAL BRACE: RESTRAINT MR) WITHIN _PI-IG UNIT C!A_,_& 3B SHEATHING ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END E APPROX. WALL, - RESTRAINS LATERAL 45•- BRACiNG, THEREBY PREVENTING WED BUCKLING. -I�� CL.B CLB COMPRESSION WEB CEILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES. DEPENDING ON TRUSS HEIGHT THE DRAWING BELOW (FIG. 313) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL 13RACING (C1,13 - "\\` y). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN iN FIG. 2 THE DIAGONAL BRACE RESTRAINT DBR MEMBERS AIRE 2X4'S, THE ENDS OF WHICH ARE A17ACHED To TOP & BOTTOM CHORDS. THE DIAGONAL. BRACE MAY BE; A'1"TACHED DiREC"I'LY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FiG. 3A. EXAMPLE TRUSSES COMPRESSION WEB, SLOPING OR VER Til OR WEB NEEDING BRACING. f'IG. '1313 2X4 p OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16T1 (0.1132"X:3.5") COMMON NAILS. THIS DRAWING REPLACES DRAWING 137 -WARNING --a 1F,'USSC$ REOUIEE EXTREME CARE IN FABRICATING. HANI71-1NQ SHIPPING, � iNSTAU.ING AND BRACING. REFER 10 1-I0-91 O4AN1)L 1NG INSTALLING AIJD URACINI J, PUBI ISIffD REP' OF AC F.ICArI fDl?CST AND PAVER f S$DC IA[II1N? f+Nll TPI. Al PINC CI1NL1! C 1[W.$ ARE MADE. Or BY TPI ciFIISS PLATE INSTITUTE, 583 U'ONOFRID DR., SUITE 200, HAUISDN, Vl. 53719> FOP, SAf"ETY PRACTICES PRIOR 7U PERF URMINf, 1HESC FlA4C. 1"IONS UNLESS UTFIERWISf' 1NU1CA1 �' v ••� •. -fb • \Ci •N••V BRACE RESTRAINT -'—� -- L)f1'i'Iy 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND D07 i0H CHORD 3ALL • •. v —.—_----_-----.--_-._.- IIA'✓E A PROPERLY ATTACHED RIGID _CEILING. *aIMPL1P.TAN7xa FURNISH COPY DI THIS DESIGN TL1 THE INSTALLATION CONTRACTOR. AL NE , •6 ,Z',j •,.� D]�.WG 13RCI,I3ANC0699 — ---- F. --"- —� ALPINE ENGINEERED PRDDl1C7 S, INC. SHALL fJDT BE RESPONSIBLE FDR ANY llCVIATIINJ F1217H THIS DE$Ir N, ANY FAILURE 7D BUILD II -IC TRUSSES IN CONFORMANCE WI III TPL• OR FABRICATING. j • � * --"-- — —"— rr++ I�(;1_/ICAR IIANDLINL, SIIIPFIrIG. UJSIALLING AND BRACING OF TRUSSES, DCS14M CONFORMS WIiH SI'[rIf fllhk lSl$CI BY THEF]]/2005 1 ��: �1�NU APPL ICF UIE PRf.IV ISIONS DF NI1S (TIATIL)NAL DESIGN ICA71DH yyy� srAre AS2 11H S DWG PREPARED IROM CONPOIER INP11T (LOADS & DIMENSIONS) SUBMIIILII BY IROSS 111 R. 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 "v11 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 YA .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-------- (pn FL/-/1/-/E/-/- — -- —_—_!— TRUSSESINSTALL COHr ON(NI CARE rLA IE GIMSIAND I BRACING. ,NET[ IR NIO SAF[7Y F1111FORHA11011, 0 NI•11P UD11311[U 81 SHIPPING. ► REF R081- -48357 SCSI IM4 ITHU53 D•DOOf to DN., 5011E III. HAOISON, NI 5SAf1T nIN NI[A INWR IRBLI CODNCII Of (TRRICA. 6)00INIIRPR lX, •, ""'"-"-"--""""'-"'"'-"--"-""'--"---"-----_---"' "AD I SON. NI S)I19, FORI ITY PR ACIICE5 PRIOR 10 P(RFORHING MIST IIHIC110NS. UNLESS DIH[RWISf 1 IC.AIf�•A•. IDP C'110AU 511AL1 NAYL PRO P[RLY AI IA[N(D STRUC IURAI PAM(L$ AND BOTTOM [NORU SHALL IIA Y[ A IROYCNLY TTACHE U RIGID CI:11.IR0. v ii 212 _..._.____-.__.____......______.__.—.__.._._-......._........ HCUSR081 05108CGL .-IMPORTANT** FURNISH A COPY Of till$ "[SIGN 10 111E IxSlnll AllON CONTRACTOR, ALPINE fNGI [R[n VRODUCIS. IN1:. SHALL Not BE RESPONSIBLE ION ANY OEVIAIION IRON 11115 DISIGN: ANY IAILURE 10 RVII /R 1 . p Pll _...._____....___......__...__.-____—..._._..._.. _._...._.. ALP I N E 1 Rlt N IFIIII IF R FA: R •IIII HANDLING. S11 FF RG IA - 1 ( N- f IRO :RL'S `. IX CJtt V A CI I. 0 n ICY .. :i L i i INS II INS. } IRA 6 0 SSI. • E N G � '- _% .I Df51GN CnNfDNNS WIIN APY11f Bil PRIIYISIONS Of NUS (HAIIONAI DESIGN SPEC. BY AFAPA) AND TP1. ALPINE T �1, •. SIATO 1QFO 0 V ----'-- OR CI 0. AIES ARE HAnf Uf 20 Ill 161:A 11 11 R ASIH A65) GRADE AO 6p II N 11 S DALY. SIf [l. APPLY ( Mk D RL , / f / , ) 1 O 1 , r1 A1f5 IO I'AI.111'Aff OF IRUSS ARO, BNI.III 0111t RUIS[ I.OI.AIfD ON 'I T115 OCSIGII, POSITION PER DRAtlINGS 160A C. R y : '• T_ A S 2 ANY INSPfCIIOM DF PIAICS IDLLOHED BY If) 511A1.1 0[ PER Allnft A:I Of IP11�2OU? SfC.J. A SIAL ON 11115 "L••••�OR1R•'�� (_ �•'••�• Alpine Gngineey, Products, Inc. D""I'D INDICATES ACCf PTANC[ Of PRoff SSIONAI IN GI nI fPlnf. RISPONSINIIIIr SOIIIY [ON TIIf TRUSS Y.UHY(1NIN1 $ FlaiuesCily, Pi, 33844 DESIGN 51104N. Illf SUI IAn IL IIY AND V$! Of I'11IS COHT'ONI NI FOR ANY BUILDING IS I111 N151.0NSIDII"Y or 111E BUILDING DFSIGNIP. PIP ANSIYIPI I SEC. ?. 5 Ail RP//�*, JREF- RU8aCSDTAU 141S UWG PREPARED FROM COMPUTER INPUT (I. GADS a DIMENSIONS) SUUMI TIED BY TRUSS MI IE 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, ON 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" T 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 IOD COMMON WIRE NAILS SPACED 4" O.C. STAGGERED 2" WITHOUT SPLITTING LUMBER. 3X8= NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO.PINE GRADE. IN ADDITION, A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS -MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. THE REPAIR SPECIFIED 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. 4X6 (A2) 34" MIN (B) ` (S) 2X4 # 3 SO. PINE WEB ONLY. (Customer Specific Details - JACK PLT TYP. Wave TPI Design Crit: TPI-2002 7.0 .05 E QTY:O FL - 1 E - Scale—.312511 Ft. —WARNING"' aNIIUBIS,11-03E(BUIOINGCOMPONENT'SAFETYL IN INFOAMAITOH),11. IIPUBIISHEDBYIIPIN(TRUSSIPLAIEGINSTITUTL!NG. D-ONOf R IO 00.., SUITE )D0. MADISON. NI $37191 AND MICA [MOOD TAU55 COUNCIL Or AMERICA. 6300 EMIIRPRI IN, HAD I SPIN, NI 51719) TON SAFETY PAACIICES PRIOR TO PERT ARM ING THESE (UNCTIONS. UNLESS OTHERWISE IND ATED. AA /�� TC LL PSF F REF R081-- 48357 3 0 5 API ,ITC. I45O Malley Dnve IMineS City, PI. 33844 f L 'e1 "f of A on ti d 567 IDP CHORD SUALI NAVE PROPERLY ATTACHED SIROCTIRAI PANELS AND BOIIOM CHDRU SHALL HAVE A PROPERLY ATT .TIED RIGID CEIIIMG. --IMPORTANT** FURNISH A COPY Of IIIIS Df SIGN TO TILE IMSTALIAIIDM CONTRACTOR. ALPINE ENGINEER PROOUC I5. INC. SIIA11 NOI DE RESPONSIBLE ION ANY DEVIA110A IROM (MIS DESIGN; ANSI rA1l UAE t0 DUIID III NU SS IN IIIN/UNIAANII Milli IP1. ON IABAIIAIIR£. MANI)it . SNIPPING. INSIAIIING R BRACING Of TRUSSES. A ) SIGN CONE OHMS 411N PPIILnRif PNIIYISfUNS Of ROS (NAIIONAI IIISII.N SPfC. fll AIAPA AMD IPI. AIFIMfCARMECIDNPLAITS "I MADE OT 70110116GA (N.11/S/K) ASIR A65T GRADE AO/b0 (Y. K/11,5) GAL.. 51EII. APPIr PIAffS III EACH fA1:E UI IP USS AbU, tlNl(SS OITII Atl154 IOCAIFU UN IIIIS RML!.', PDSIIION PER DRAYIGS16lIAE•••••^ A4I INSPf[IION 01 PLITS IDI.IOYED OY (1) i11AllBf 1'(R ApN[[ Al UI IPII t001 SEC.]. A SI I ON IIIIS FRARING INDICATES Af11P1AINt Of PROF(S1IONAl I.1;INIfR1NG RISPIINSIP.IIit, SF111Y ran IFf TRUSS CtYMPNNrNt ",AB Il11Y AND 115E at 1N15 C(NIPOKf Mt TOR ANY flU1L01NG IS 111E RISf•URSIBII P/� 111 TIN DESIGN SNUNtl. IN( "",A.",. ANIIUINO DISIGNER PLO AMS171P1 I SET. 1. V Q": A. v� 622� • � .oSIUtic�Of �R/� C Rp ��Qi)��DDR V ••� ` A.._ N �M�.pl 'Q/O T C D L P S BC DL PSF (` BC LL PSF TOT LD. PSF FAC SPACING 2 4. 0" DATE 0 / 2 8 / A DR W HcusR091 05087468 HC ENG JWC/JWC SEON- 52836 A S 4 - 0 2 J R E F- R 0 8 1 C S 0 TA D IAJ7 UCJ Itlls UW6 PKLI'AKtU I -HUM (;UMPUILK IMPUI (LUAUS K UJMLNSI0W,) S(JUMIIILI) UT IKUSS I'll-K. TRUSSES 81111_T PER THIS DETAIL DESIGNED 10 RE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 ET 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. NOSE: FOR 140 MPH DESIGNS, 300II ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF, TCDL 7.0 PSF TCDL 15.0 PSF -[COL 15.0 PSF TCDL 20.0 PSF BCDL 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 DUR.FAC. 1.25 OUR-FAC. 1.33 DUR.FAC. 1.25 DUR,FAC. 1.25 2-0-0 OH MAX L I I 2L MINIMUM PLT TYP. Wave TPI-2002 Design Criteria: TP1 STU :0 • •• •aAa� �� ft •• FL 1 € •"WARNING•• IRUSSES RLOVINE fq/RLN( CAR( IS IAO91 AtION. HANDLING. SNIPPING. INS1A.LING ANo BRACING REFER 10 BCS1 1 01 JR1111.O 1RG C0MP0Rf N1 SAf(1Y INf ORMAl10N). PUDLISIILD By IPI IIRUSS IL.ALI INSIIIUI.. 1 . " . N1O OR.. SUI It ZOO. NAOISON. NI 5T719) AND UICA fUOUD 1RUSS CmvCIL DF ANERICA, 6000 [N/f NP0.1 I." T C L L 20.0 P S F MAD ISON, NI 5171C) !OR SAILIY PRACTICES PRIOR 10 PERIOR.I.6 THESE IUNC1100S. UNLESS OIHERWISL IND) AIEO. • •• TIC D L 7.0 P S F -- ALP "----- /- AI nnc. En meacd 1 T(>(iucts, Inc. I k Haines City, 1:1., 33844 )ON CHORD SHA11 ILA N( PRUPEREY AllSIRUCIURAL PANELS AND NOTION CHORD SHALL NAIL A PROPERLY All 'f1E0 RIGID CLILIBG. -IMPORTANT- FURNISH A COPY Of 1111S DESIGN 10 LID INSIAIIAIIOR COOTRAC/OR, ALPINE I:NOINf ERr. PRODUCIS. INC SHAII NDI Of N(SPONSIOL( FOR ANY CITIAIION IROFF IIIIS DESIGN: ANT IAIIURI rRNUIF0 IHEBC TRUSS 1tl CONFI!PIUNCf HIM IPI: OP fA.OP.ICAIIMG. HANOI ltl^., SMIYY 111G, ftlSfAll IH1: i UgA[INf. OF INUS SF S. DESIGN C0Nf04N5 H1," APpt ICARt( PROVISIONS OF NOS I10A)IONA1. VISION SP(C, nl AFRPA) AND IPI. ALPINE C ON MFCIUR PI AILS A0.1 MAUL OF TO/10/16f.A (H,11/5/C) ASIN A657 CAAD( 40/60 111. N/H,S) GAt N. SIM. APPLY (ON [CIO 1O 1^111'Af( 01 1.1111 ANO, Hp11 S5 D1111 PD151 lOCn 1(0 OM IIIIS DES'.. PO511104 PfR lJR ANIaGl IAOA 1. ApI IBSP((110N Of PLATES f0ll0U[D UY (1) SIIA11. PI PI.R An NIT Al O! IPI1S0117 SIC.]. A SIAI DN IIIISn�/OV��„N�M.Y n1ANiNG 1NOICAILS Aff(PIAN(f Of PRD(FSS 10NA1 ':01.,(at.G R[5PRN5ID 1111Y SOFFIT FOR 1.It 1RU51 CIwPON1.Hi DESIGN SNnNN. 141 SUIIAD II IiT ANB USE Of IIIIS fMfPO tll tll FORANY I+1111.0 LNG IS IFI( Rl 5P0YSINi1%' 01 111E nOIIDIHR n(SIC.NIR PER ANSI/IPI I SIC . ?. / tv o. 221 i� • r10 •. S7AYq Ign0 S 9 •,• (�T ; eq 0 /�.� f1+ w{(\ ,•�\ 11 `Yw`iK-, VNMRgM� BC DL LL TOT . LU ��DR FAC ---'--- ---'-----' SPACING 10.0 0.0 37.0 1 25 - --'-----'_--- 24.0" PSF PSF PSF REF R081--48357 DATE 031128/05 DR W HCUSRO81 05087492 HC-ENG-/ SF -ON - 24952 JREF- R081CSOTAD (AS8 02) IIHS UIIG PREPARLO FROM LUMPUTLR fII P10 (LOADS L DIMENSIONS) SEIOGI I II.0 BY INIIS:: lil 4. 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 BBACJJIB----------�IlI�L-BKAC.E--SCAB_BRACE __SLZ�—_ 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS _ 2X6 _ 2-2X6(*) T-BRACE. L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (A) 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 C NARROW FACE. ATTACH WITH 16d T-BRACING COMMON NAILS 6" O.C. BRACE IS A OR MINIMUM OF 80% Of WE MEMBER 1. BRACING, LENGTH T-BRACE L-BRACE L -- SCAB BRACING APPLY SCAB(S) TO WIDE FA NO MORE THAN (1) SCAB PE ATTACH WITH 10D OR 128X9 NAILS AT 6" O.C. BRACE 1 80% OF WEB MEMBER LENGTH CE PLT TYP. Wave TPI Desiin Cri_t_ TPI-2002 .0 F OTY:O FL -/1/-/E - Scale=.25"/Ft. "11ARNIN6`• TRUSSES RlDU... Effe[ME CARE IN fABRI[A11Uw. UANDLI., SNIPPING. INSIAIUNG Apb B clxr.. T C L L 30 . 0 P S F R E F R 08 1- 4 8 3 5 7 .. 19 BCSI 1 03 (BUII.DIB6 COMPOBENI SArffl INr ORMATIRw), PURLISNID BY IPI (TRUSS PI ATE IMS111 Tf. SRl S • •••I.9• ••••�� 0 '0 1 0f R 10 DR.. SUI It 200. HAD or YI 51719) AND YICA (INTO IR ll55 COUNCIL IL oT AM[RICA. 6100 (Rf[R ISE lN, • GG ----'- -_-""" -"-' '- - '- MAOISON, YI 50n9) .oR sA1E1Y .RAr:ua s PRIOR TD reprWNlpG IDES( fUpC110NS. UNll55 OIIIfRWISE IN IUIEn. •: 0 3/ 2 8/ 0 5 TOP COINED SKATE HAVE PROPERLY AIIACIH.D SIRUCIUIIAI PANELS AND BOIIOM CHORD SUALL HAVE A PROPERLY AT CUED • (� _ TIC D L 1 50 P S F DATE 03 It, 61D C....N6. • No. 22 L w tip BC UL 10.0 PSF DRW HWSR081 05087483 ••IMPORTANT"A FURNISH A COPY Of [HIS DESIGN TO THE IWSIAtl AI10" CONTRACTOR. nIPINE ENGINEER • • (� PROD1/CIS. INC. SHAlt NO) BE RESPONSIBIE TO ANY DIVIAIION fRUM THIS OFSIC ; ANY rAltWf 10 BUILD THE Ar �• .' B (, L L D D P S F H C E N G / ----- AL-P I NF - --- 1PDSS IN C0.110 TICf WIT Ift. OR IADSKATING. HARMING, SHIPPING, IXS. AIt ING : BRACING Df 1RUS SES. - I Of 51Gp COpf WADS Ull" APPI ICAlAt PROVISIIINS Ot NOS TRAM Al DESIGN SP(C, OY AIAPA) Ago IPI. A19INL .Q •. STAVEI9f005 /t 1- . .. _ ...._._ _ -.._.. / CONNECTOR PLAI(S AR( MADE or [0/I8/166A IW,U/S/1() AS/M A651 GRAD[ 06/60 (W. R/H.S) GAtY. STEEL. APIIY 9 •• r '•/V� TOT L D 5 5 0 P S F SE O N 5 2 9 2 7 ,ice. -�•� Yl nlf± TO EAR." FACE Of IRUSS AND -LESS OIH'RWISE LOCAltU ON 1011 Dt SIGN. POSITION PIR DRAWINGS 160A 1. Q ••• F p• • _.._.__ ..___.._ _.. __.._.._...-_. ANY INSPEEIItlA OF 9l A115 rU1E0Y[U FIY Ell SH nll flr 9fk ANNfI AI 0 IYII ZUUZ 511:.3. A S[AI "be N 1lIIS �ISSnNAtE��\ UUR.FAC. 1.33 AS8 U2 Alpine. F.n lineefed Products, Inc. D°AQt G 1xO1E+Irs Acu PlAxrf Dr Pxnrrssl ONAt EpGIxIrR l.c Rt sPoxsleu nY snl nY roR ntr TRUSS EDIV 1IxI DESIGN SHOWN. 111E SUITADII.IIY AND USE UI IHI5 COTAPOTIM 104 ANY B111101xC. It Itlt. RESPONSIBIt TIT Of lIH----------------- - _ ..-.. ._._._. .—............... .._.-.._. _-___._... _-... __..... IlainesCity, Ft_ 33844 UE111NGn(Su.NIRPER ANSI/IPtISEC. 2 8 SPACING 24.0" JREF- R081CSDTAD fHA13 02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIML.NSIIINS) SUBMIIIED BY TRUSS MFR. I-)GABLL STUDS, AIIAC14 TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GA.HIE: STUDS. PLATES MAY HE 1X4 FOR 1'6" STUDS. ('A) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS P.EOUIRE RFIFORCING MEMBER. BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131'X3' GUM NAILS AT 4" O.C. PLUS A CLUSTER Of 0.131"X3" TOENAILS Al 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. IASTEN RATED SHEATHING TO ONE: FACE OF THIS TRUSS NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF IHESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO LOP CHORD OF GABLE 1RUSS WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED 4" -111 7/16 MINIMUM APA RATED SHEATHING PROPF.RI..Y ATTACHED Will[ LONG DIMENSION PERPENDICULAR 10 SUPPORTS. IS (4)-0.131"X3.0" NAILS (TOE NAILED). +PLATE AS REQUIRED ON APPROPRIATE. DRAWING, I++ LADDER W/ STEPS @ 24" O.C. II TRUSSES rm 24" O.C. 1'0" MAX Oil INCLUDES FACIA 2X4 REINFORCING -2X6, 2X8 MEMBER �`��- _VI_w- REINFORCING MEMBER TOP OR BOTTOM CHORD OF GABLE TRUSS. Note: All Plates Are 2X4 Except As Shown. THIS DRWG. REPLACES DRWG. 876,719 PLT TYP. Wave TPI-2002 Desiq 130 MPH WIND, 30.00 17T MEAN HGT, EXPOSURE R,ENCLOSLD BLDG. ASCE 7 98, CAT II 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" O.C. 3'- 11" 2X4 SO. 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.LFNGTH 2X4 SO. PINE #3 24" O.C. 5'- 11' 2X4 SO. PINE #3 16" O.C. 7'- 3" 2X4 SO. PINE #3 12" O.C. B.. 0" 2X6 SO. PINE #2 N 24" O.C. 10'- 3" 2X6 SO. PINE #2 N 16" O.C. 111- 8" 2X6 SO, PINE #2 N 12" D.C. 12' 10" ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSI TCLL 20.0 PSF TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF I BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF DUR,FAC. 1.25 DUR,FAC. 1.33 DUR.FAC. 1.25 + PLYWOOD SHEATHING) I \ SIDE VIEW I * * W2X4 ALPINE 1 PLATE I VARIES A* ** I � _ **fl- __._.a_._* * CEILING � - '-----4_- GABLE STUD SPACING._----M� � - PA 24" O.0 MAX. SEE ABOVE SPAN REQUIRED OF GABLE **WARNING** 1RUSS(S R[OUIRI E{ININE CARE IN FABRICATION, HAROE LNG, SHIPPING, INSTALLING 4N0 BRACING. ASSIR 10 SCSI 1 03 IOUILDING CONYOIIENI SAf[I1 IRf OHNA710M). PUBLISHED 61 IPI ()MUSS PLAIT INSTITOIF. O'040'RID DR., SUITE 700, HADISON, NI $3719) AND NICA JIM TRUSS COUNCIL Of AMERICA. 6300 CNIERPRIi IR, HAD ISIN. UI "119) IBM SAIf, It PRACIIC[S PRIOR TO Pf RFORNING Intst FUNCTIONS, UUEESS OTHERWISE INDIC E0. I.P CNORU SIIAII "AV[ PROPERLY AIIAC"EO STROCTUNAI PA4E1S AND OUTFOX CHORD SHALL HAVE A PROPERLY AIIAC D RIGff) C1111106. ..IMPORTANT-- fUNNISII A COPY Of INIS DESIGN 10 1"E 14SIAI.I.AIIUR C-7..C10R. AIPlNE (RGIREERfO i A L P I N E -- PR 4DUI:T s. INC. SIIAII NUI .1 NESYONSINIE FOR ARY WYIAIIGN FROM INIS DESIGN: ANY FAILURE 10 BUILD THE TRUSS IN CONE NRMAN(f Nif IF IP 1; OR IABRICAIIRG. UARW LNG. SNIPPING, 1461A1.l LNG A NR A(INL Of 10. US Sf S. '-7-- -- OLSIGM CUNFIIRNS NI111 An YE 1CAWE PROVISIONS of MOS EMAIIBNAL UESIGN SPEC. BY Al n THE /! AI'APA1 AA1f iPl. ------ CDYR C1 R PI AiTS ARE UAD 4f 0 ID 16C,A W N t { ASfH A .P 411160 A Y 1 F' E D E 7 6IO C AD[W. { S111 G I S AWI.. A ILL ~`v- PI AffS IU SAC'. LACE 4I IRUSS A.D. UNIT SS II f 111 PN IS[ I. O(A IFU ON 11115 Dl SIGN. DIlSII10N PIN DRAWINGS 160A7. / ANY IN SP((IEU1 Of P/ 1(S L(IL IIHL(0 RV III SIIAII 0C PIP ANNIY Al Uf 1P11 lOUI 111.1. SE AI NR III IS 1.ANIR[ 1NUICA1lS L1,111A1Cf Uf V1U1f SS1UNAl INF. INIIRIRC. RLSVpRS1OM 1IY SD TII B. Ill, IRUSS F(DIDBNFUI Alpine Linginecred Products, Inc.h FFnines0l F'1. 33044 UI11101 SWWN. NE 5UIIARILIII ANN USf 01 11115 CUNP D1lNl IUM ANY WIl U1NG IS )III NI SY ONSIR II !IY Df 111[ Y. RIM DIWf, RE SIf,NfR Df1 Ag57/IPI I SfC 7 9 TOLL 20.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF TOT.LD. 50.0 PSF DHR.FAC. 1.25 * SPECIAL GABLE END TRUSS t� L Am*09in, OTY:O_ SCE ''•: •62 12 %I FLI-11/- Ems- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF Scale=.3125"/Ft. REF R081--48357 DATE 03/28/05- DRW HCUSRO81 05087458 �* BC LL 0.0 PSF HC ENG / _.-.. TMIR I+OOSJ •:�Ofi1pP TOT LU 37.0 PSF SEQN 24104 S •� I WA13-02 -- - JREF- RO81CSDIAU (WA1/ OZ) 130 MPH WIND, 30.0 IT MEAN IIGT, ASCE 7 98, INC. Hl_DG, LOCATED ANYWHERE IN ROOF, CAT 11, LXP B, WIND 1CDL=5.0 PSF, WINO BCUL=5.0 PSF. FOR VERTICAL WEBS NO MORE THAN 4'0": W1.5X3 FOR VERTICAL WEBS GREATER THAN 4'0": W2X4. A 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" O.C., Oft THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL HEEL GABLE). 7111S 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. if 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 TCOL 7.0 PSF TCOL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF 13CVL 10.0 PSF BCUL 10.0 PSF BCDL 10.0 PSF BCOL 10.0 PSF IOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF DUR.FAC. 1.25 DUR.FAC. 1.33 DUR.FAC. 1.25 DUR.FAC. 1.25 FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. NOTE: NAIL STEPS OF LADDER TRUSS ONfO 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: i 111) I/wl, YMLF'AMLU 11(UM 1.UMF`II 1 t.M IN1'UI I(. UAI)�, t5 1)1Mt N ) I U F1J) JUU fill I L U 01 IMUJ) III 'M. BRACING DEFINITIONS ----- --------- ------ -- NOTE. "END ZONE" EXISTS 18" AI 80111 ENDS OF VERTICAL WEB. (A) (1) 2X4 SP #3 "L- BRACE. ATTACH WITH 0.12B"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. HETWEEN ZONES. (D) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN ENO ZONES; 6" OC. BETWEEN ZONES. (C) (1) 2X6 SP 12 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 (ABLE: 2X4 SP #3 DEFT,FC- (I) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 STUD T1DN NO "L" BRACE "I.." BRAG "I." BRAC "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (8) TYPE (C) TYPE (D) 24" L/240 3110" 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" L/120 5. 6" 9'3" 12' 0" 14' 0" 14' 0" OVERHANG DETAIL i� STEPS @ 24" OC. TRUSSES LADDER W/ 24" O.C. 11-� + (TYP) INCLUDES MAX FASCIA % Note: All Plates Are 2X4 Except As Shown. (Customer Sppecific Details GABLE) _PLT TYP. Wave TPI-2002 _ Design Criteria: TPI ST ••MANNING•• TRUSSES REQUIRE ITIRIME CARE IN FABRICATION. HANDLING. SHIPPING. IMSIALLIMG AWL, OR ING. REFER TO SCSI 1 03 (Sul L0196 COMPONENT SAf EIY IMfoSmI 1OM), PUBLISHED BY TPI (TRUSS PLATE IMSTII " S83 to'ONOft1O DR., SUITE Z00. MADISON, MI 53719) AND MICA (MOOD )RUSS COUNCIL Of AMRICA, 6)DO EMIER 15E LR, MAD15 on. MI 53719) TOR SAff1Y PRACIICES PRIOR 10 PERFORMING IRESC fUMC1IONS. UNI[SS OlNl tM13C IR ICAJEO, IOP CHORD SHALL NAVE PROPERLY ATIACHfO SIRUC/ORAL PANIIS AND BO)TOM CHORD SHALL HAVE A PROPERLY A CITED RIGID CEILING.. MPORTA141- n I x TA A CONTRACTOR. I f IRMISII A COPY Of ITS DESIGN 10 I [ 1 S Il TIDM [ON RAC OR. AI PINE CNf.1 M[f R[ A L P I N E PNIIDUCIS. INC. $HALT Hoof 01 RESPONSIBLE f0R ANY DLVIAIIUH FROM IMIS DESIGN; ANY fAlt USI 10 Bull])191 iR MSS IM C9NiININAM(f M1f1l 111; 0R FABPICAIING, HANDLING. SIlIPPIN6. INSIAI.tiR(I 6 BRACING Of tROSS(S. Of S16N COST OR/IS MI III APP11C ARE PROV151045 Of NOS LOAIIOHAL Of SI GH SPf C. BY Af APA) AND IPI. All II ME / „i-------\- CONME C T OR PC A115 ARE HADf Of PH/IU/I£f,A 10. 11/)/N) AS Ill A651 OR ARE 40160 1W. NI M. S) SAL V. S I I II. AP P11 ( F - 711 R ISI IO.AI M an 1 n P A PL PIES 10 fAf.11 fA f BI RUSS APR. UMI D E W C f Tilt f510p, D. I110Y P[9 DRAMIMGS 160A-Z. J A INSPECIIUM Of Pt AILS IOIt.OWfD BY 11) SMALL BE PER AHNtf A3 (If IPI1 200P SEC.). A SEAL uN IDIS 1 DRAM IHO IRDICAlfS AC(f IIAMCf Of PVOICSS ION AI. [MGIMffR1WG Nf SPOMS10I111, 50L1L1 FOR tool (RUSS mWONIRS Alpine inginecrul I roducts, Inc. 11i61nesCll , Fl, 33844 ofSIGNSHORN. III SUIIARILIII SEC USC lrf )HIS CtNWUNINI FOR AN( BUILDING IS 1NE tLSPDYSItlII! OI/F 111[ i 0111101MG Bl SIGNEP PER ANSI/TPI 1 SEC. Z. 1 REFER TO TABLE FOR BRACING REOUIREMENTS, Over Continuous Support U=125 PLF _ 6Ruq, QTY:O FL/-/1/-/E/-/- Scale=.375"/Ft_ [/ TIC LL 20.0 PSF REF R081--48357 TIC UL 7.0 PSF DATE 03/28/05 i 212 BC DL 10.0 PSF DRW HCUSROBI 05687488 * ;1 ,4 * BC LL PSF HC-ENG /_.._ S TAT411?R05` S� /GRID,.•• _. TOT.LD. 37.0 PSF _-------------.... SEON 24860 �► ASS'' 6� / . ONAL �01j" DUR.FAC. -._ - - - 1.25 ----- -- - - WA17 02 ----- ---------------_.. _ SPACING 24 .0" JREF R081CSDTAU WA41 IHIS 016 PREPkRkl) IRUH LUHPOIER IHPUI (LUAU> & UtHEH IOH,) sn"IIILI) BY IRUS> HI October 25, 1996 Mr. Steve Dawson Carpenter Contractors 941 S.W. 12th Avenue Pompano Beach, FL 33069 Re: Nailing Multiple Member Trusses. Dear Steve: On Alpine top chord loaded multiple member girders, when all of the supported trusses are sitting directly on the top chord, there is no need for a positive commection between the chords to transfer the load. Therefore the connection shown on the design may be superseded as shown: As each member is applied, fasten together with 16d nails (gunned) or 16d common nails: Top chord 12" o.c. Bottom Chord 12" o.c. Webs 4" o.c. If you have any questions or if I can be of further assistance, please call me. Ta. r l- I -if 1 I- L I- / \ "WARNIHGCS TRUSS(S REDUIRE L[TO(XE CARE rN (ARNICA) ION, NAME INO. SXIPPING, INSTAL 11N0 AND BPACING 011ER 10 D[SI l n:l 1BU1"1 RG 100" , 54f(IY INf ORMA1 TUN PURI ISIIED BY IPI (TRUSS PLATE INSIT TU11, ) D'Otl01R 10 OR., 5UE I1 i00. NA.. SUM. YI 5)719) AND NTCA WOOD TRUSS CUIINCIL Of AMERICA. 6300 ENT[RPRI IN. MAOISON. ✓1 $3119) lot SAILTY PRACTICES PRIDN 10 PERf ORMING IIKS( FUNCTIONS. UNLESS OTNCR✓1 11 INDII X. SMAII MAYL PROPERTY Ai lACilfO SIRtlCTURAI PANELS AND BDI IVM CHORD SMALL NAYf A PNDP[Rlr Al1AC f0 RTOPIG D CEILING. RIGID CE II LNG. •• ••• EN 4N v �•• •� NO. 22 2 ; - REF _Ros.l _--483.57 ----^-----------_-- _-----_----., IICUSR081 05112A6C \ �1 n� �r _) /7----�-- i Alpine pnginecied Products, Inc. —IMPORTANT— N f 111 RI 1D 111 N IA Al ON N1RA 1 R. ALPINE ENGI NE CRLD IMPORT TUN ISR A cnrr 0 IS D(SI 1 f I S 11 I CO C D 4 f YXODUCIS. INC. SlWI NOT NE RLSPONSIBI[ !Pit .1 DEVIATION IRUN I.ts DESIGN: ANY fA11UR1 IU BUIIU I11[- INUSS IN CDNl PRMAME! ✓1111 IPI: NR FABRICAITNG, HARDI111G. SNIPPING. INSIAI.t ING A NR AF tpf. Of IRN<SfS DE SIGp EONI'lINNS Y1111 APPI. IC ANT(. PRPYISIUNS DI UPS INAIIOMAI DESIGN SPEC. BY AIAPAI Anll IPI. AI.PINI CONNECTOR PIA.,, AN MApE 01 2NJ10/16GA IY.M/S/[) AS IN 6S) MAD 111/69 (N. [/11,$) GA(Y. SIEII. APPLY PI.AIfS 101Af 11 / fE of1RUS, ARU. Utl1./5t NINf RYI S( II CAIIV !M 1Ni5 DESIGN. POSITION PER DRANIRBS TGnA r. Pl AlE1 IUIIUYED PY 11) SNM.. BF Pf0. AbY IRSPFfIIItP UI ANN11 A) PI II ltibU2 Sf C. ). A SI AI NN JII15 ARAM INf IXUI1:l.T15 ACf.f PIARf[ 01 PRUI(SS I ONAI LNG IMf LNG Nf SPRNSIA It IIY So' FIT FOR TIN 1NUSS CDMP OMI NI T • • y • 'Nt � S• SMAT419FO05 ;(•%!•/� � SF4onlot �P(,/ \M� •�'•^••• _..--._......�.-__-. ..__._.. __-._._ .... ........ _.._.. _ WA41 _—___.-_.... - -- - Haines Cit FL 33544 �I Uf SI iN SIRNM. TIN SI)1IAOILIIY AND US( IT IUIS COMPRONINI ION AIII H, DING IS IHl RE SPUNSIUI.'Ir of III( @ATILT✓, DfSII:XIR PIN ANSI/1P1 I "I P. NAt �( --- _ __— ____-.____._._..._.._ ___A _.-.._. _._. JREf - fto81C5DlAl) AR2 IRIS DNG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUUMIIIED BY TRUSS MFR. September 26, 2000 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Girder Truss Nailing Specified for Ply to Ply Attachment. Dear Mr. Nick. For muliply member girder trusses, a nailing schedule for member to member connection is specified on the Alpine engineered designs. This nailing schedule is typical for both top and bottom chords and webs. In the event where a connector plate interferes with the nail alignment, one of two alternatives can be used: 1) If nailing through the connector plate is undesirable, then cluster three nails directly to the left and directly to the right of the connector plate. 2) Nail through the connector plate maintaining the required specified spacing. If you have any questions or if I can be of further assistance, please call me. FL!_/1/ E ••11ARNINGA• TRUSSES R(OVIR1 EIIRINC CARE IN IADNICAIION, NATIVE ING, SNIPPING, INSIALIIN6 AND GRACING, R E F R 08 1 4 8 3 5 7 NET(R TO NCSI I.O1 istlIL01NG CONPONE11 SAFETY INFORITAIION). PUBLISHED NT 1P1 (TRUSS MAIL INS/llull. D'DNDT RIO DTI., 5U1TE 2W, HADISON. NI 53)19) AND VICA INUOD IRUSS CDUNCIL DF AMER IC A. 6300 (NIERPR IR. .•• •� • • p• A•P '— __'_—____.-'- '"—-".._'.'."_.'.-'-_-. HADISDII, NI $3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING INEU FUNCTIONS. UNLESS OTHERWISE ING CAI(U. ` S�. IOP CMORD SHALL HAVE PROPERLY AIIACKEO SIR UC I GET AL PANELS AND BOTTOM CHORD SHAIL HAVE A PROPERLY ATI CHIP RIGID cEn1TIo' 212 --IMPORTANT-- FINNISH A COPY Of THIS RESIGN ID THE IIISIAII.AIIDN CONTRACTOR. AIIIII[ ENGINEER T • * 11CUSR061 05112A64 -v _-'- ALPINE J YNDDU(I5, )NE. SI AIL NUP BE N(5YDNSINEI IRS ANY UI YIAiIM1q {NIN1 INIS Of SIGN: ANY (AIIURE IO RUII.IT III IRVSS IN I:UNf DRNANCI YIIN IPI: ON 1ARRICA,ING, NATI11I. M. $IIIII'ING. INSTALLING R xR ACING OI TRUSSES. 0(5, GO CUNFDRMS N1111 APVLICAII(C PROVISIONS RF NITS INATIUNAI DESIGN SPf C. TOY AfAPA) AND IPI. ALPINE i* M1 +!Q '. STA 4 1 Oy � -- -- N C E N G -�--- --- ------� CONNLCIOR REAMS AIL MADE OF 20/IB/IFGA LICIT/S/K) ASIN 1111 6NACT AU/Ti0 11. N. S) GAIV, SIEIL. AIVLT fA.f IP IISS OIIII PNISE IUI: A,ID THIS SIGN, PUSITIUN IFR DRAWINGS _ P` t_�W 2 /n A�` P(A1(S TOLAF, II Of AND. DIF ON UI INOA 2. ANY INS1(LfION OF PLAITS IOLLOW[D DY (1) SHALT BE PIR A.N1K A3 OF IPII 2002 S1C.3. A St. LINE INIS [/•••'••FCO �, .... -. .. ' )'IRA Alpine I rai Inc.( INS INDICATES ACCEPIANCE Of PRU1(SSIU4AI (NGIN/IRINF. RISPONSIOII III SIWfLY FOR TIH TAM COHFONFNI �•a•••••. SOVIVAt 844 Itaines City, FL 33844 Ines City, Of SIGN 5NI1NN, 1Hl SVI IA011111 AUp U$( DI INIS f.INTYDNINi IDA AN'tlI11101tlC, IS IN( RFSY(INSIDE OF INE ONUDIxr. D[SIGA[R PIA Ax51/1P1 1 SIC. 2. y JREF R081CSDTAD AR 4 IN I', UWb VREPANEU EI!UM EUMPUIER INPUI (LUAUS b UIMLNSI UNS) SUGMII IEU 01 1RU:'> If, 11. June 4, 2002 Mr. J.D. Dallas Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Dear J.D.: The strongbacks on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses; therefore they do not act as support or dearing for floor trusses. However, to control vibration, strongbacks or other suitable load sharing bracing at approximately 10' o.c. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. If you have any questions or if I can be of further assistance, please call me. AANARMINGA• IR USS[S R(WIR[ I,7RE XE CAII[ IN fABR I[AIIDN, IIANOI /NG. SIIIPPIMG. INSI ALLIN6 ANO BR ACIN . REf ER TO Rf.51 I OJ LOU II DING CMPONENI SAFETY INFURXAf1UN). PUIILISN(O 01 TPI IfRUSS IT If BE I T U 1f SOl D'ON01R S0., IDO. XADI'DX. NI SJ 1101 ARU MICA (HOOD )p USS COUNCIL OF AVER ICA. 6300 (VIER, NADISRN, MI SJ71D) fOp SAfE)Y PRACTICES PR10R i0 PERFORMING IMF SC FUNCTIONS. UNIE SS Dill(4Nii[ 1{ATE D. TOP CMDRD SHALL HAVE PROPERTY AITACOED STROC70RAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPLRLY A1:IACN£D R 1610 CCIIIMG. "IMPORTANT— ru4xlSx A {RPY Of IN15 DESIGN 10 THE INSIAI.IA)ION C.DYIRACTOR. .111.E EMGINF 0 ALPINE PPDUUC 75. INC. 511A1L NO IT RESPOYSIBIF TOR ANI DC YIAIIDN IROn 1.11 D[SIGN; ANY fA1LURF 10 BUJFO n _-_� IRNSS IN fON111RXAMC[ MI111 IPI; OR IABRICAIING. NAYM ING. SHIPPING, INSIA1l1NG p BRACING OF 1RUSSf S. - DESIGN 1011-1 N11i1 APPI ICABLL PROVISIONS 01 NOS IN11100A1 OESIG4 SPf C, RY AFSPA) AND TP1. ALPINE CONHECIDR PIAIIS ART MADE Of 20/IB/IfiGA (Y,N/S/K) A51. A651 GRADE 4)/60 IY, Y/11, Sf WLV. SfFE 1_ APPLY P I AI(5 10 "Ill 'ACT 01 fNUSS 110. T—I $5 D1 fir"Ist 1011111 ON 1R15 11 St". PUSI110N PER OHANJRGS 160A f. / ANY INSP£C1IUN Of PIAIES ,Of LOUEO BY If) SHALL BL PIN ANN,, 13 DI WIT C.RN2 SIC.]. A SEAL flu )NIS Alpine Engineered Products, Inc. BRAYING INDIEAIES ACCIPIAN(( 01 PAO.Isslo"I ENG)N((P14G RISPONSIPll111 SOIELY fop Jeff JRUSS f.1NU`ONf N1 IlaittC$Cil Ft. 33844 DESIGN SINxY. NT sUl1AN 11 ANU USE Of 11115 COBPONEMI IUR ANY NUILDING IS 1HE N(SPDNS)D1111V Of 11X Y1 AHILUING Df SI1;U(R PIR A4S1/IPI i %CC. 2. ° No. 12 %'. ,.o":, S7M1QfoOsk- REF R081--48357 HCUSR081 05112A611 HC-ENG / -------AR�I _ ._- - JREF- R081CSDTAD I HIS I/WG PREPARLU FROM COMPUitR INPUI (L GAUS A UIHENSiv:6) SUOMIIILU BY IRUS Hi I. t 011U44 BUJ / 'fo/7L 1 I I 13 1I1 ) Trap chord 4x2 SP 2400f 2.01-- :12 4x2 SP III Dense: Bot chord 4x2 SP #1 Dense :82 4x2 SP 2400f 2.0E: Webs 4x.2 SP #3 SPECIAL LOADS --- -(LUMBER DURA AC.=-1.00 / PLATE DUR.FA(;.=1,OO) TC From 100 PLF at 0.00 to 100 PLF at 22.79 BC From 10 PLF at 0.00 to 10 PLF at 22.92 TC 100 LB Conc. Load at 6,88, 8.88 15" Typ. 5X � 1 .5X4 (R) 0-5-0 1 .5X4 (R) 2X4111 5X8= 24.5" 10-6-0 ,I 2x6 N3 HIM -FIR or better continuous stronyback. Attach to each truss where shown with 3 lOd Box or Gun (0.128"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Max JT VERT DEFL: LL: 0.59" DL: 0.24' recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. W=3U6_ 10-6- 4X6m 4X6= T2 4X4= 4X6= 4X8= R-1391 W=7.25" W=H0312 = 3-0-8 Over 2 Supports Note: All Plates Are 3X4 Except As Shown. (84644-5U5 / 2879C ( ) 128 - FT1) W=H0308 = 1.5X4(R) R=1317 W==3.25" I 0 10 81-4-0 T 8-0-0 Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gau a HS Wave C RT=1.10 1.25 10 0 R=355 "WARNING" TRUSSES R[OUIRE (SIREN{ CARE IN FABRICATION. HANDLING. SHIPPING.. INSTALLING AND BRACING. BIT[ 10 BC $I 1-D) TOUIEDIM6 (OMPONENI SAFETY INFORMATION), PUNIISHED BY IPI (IRUSS PLATE INSTITUTE. 583 O'ONOTAIO DR_ SUI1( 100. MADISON. MI 5))19) AND MICA (VODD TRUSS COUNCIE OF AMERICA. 6300 ENTERPRISE in. MAD)SON. MI SJPIP) FOR SAFETY PRACIICES PRIOR 10 PERFORMING. THESE FUNC1I0N5. UNLESS 011u"15T INDICAiID, U= • '/Ii 1f ` ••• �� •'•� ••� v (FL T C T C 1 L L D L 4 0.0 10.0 R P S F P SF ALPINE I. / Alpine E,%nceie[i Products, I 0Msl"ley DnYc IIDIIIDECIIy,F1, 33844 FL CclTilicBtc of Authaiz&1i011 IOP CHORD SHALL HAVE PROPERLY AIIACNED STRUCTURAL PANELS AND BOTTOM CHORD SMALL OAYf A PROP[RlY ATTACHED RIGID CEIIiNG. "" IMPORTANT—F 41531 A COPY OF IIIIS DES1614 TO 111E IRSIAI.I.AIION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH NOI HE RESPUNSIBIE FUR YNY DIYIAIION FROM THIS DESIGN; ANY FAILURE 10 BUILD IN[ IR Of" IN CO NI INUfANf.( VIIM IP1: Ott //•BRIC AIlNO. NANOLIUG, $111PPINC. INSTALLING A DR ACING 01 IRDS$(S. DESIGN [oxfURMS Jill AP PI ICABI.( PROVISIONS Of 405 (MAfI00Al DESIGN SPEC. BY AINPAI AR IPI- AI PIN[ L(IM.FC10R PLAITS ARE MADE Of 20/IB/16GA IN .11/5/i) ASIM A65) GO ARE ND/60 1.. S/M, 5) GAIY. $FEEL- APPLY PI AI'S IO IAEII FACE OF YRUS$ IMF. LuMts5 DIH(AMISf LOCAIJO ON IRIS DESIGN. PD51110N PER DRAWINGS 160A %. AXT IN SPECII UI'. 01 PLAITS IOIIOYFU Of (1) SHA1.! 8( PIP ANNLS AD 01 IPE) ?00? SEC.). A SEAL OR I"IS ORAMINO INDIE,T(S ACC(9 ANY Of PNTif$SIURAL ENGIRfERING R[SPOY511f14I1Y 5011L1 FOR IMF IRUis (DMPUNINI OF 11-1 5110NN. 111E ......T111Y ANU USE. OE INIS CONPONENI FOR ANY U111LUI.P, IS INL Rl5PUM51111111Y OFIMF RUI'D,." UISII:NfR PER ANSI/III I SIC. P. 14. • No. b 2 1 p = SN • TATE •� riY .• �O��Qt •` /, ONIALG� Iryi��N�{{{�� Nov 11-"'�'0:/ C (` BC T 0 T DUR DL L L . L O . 5.0 0.0 PSF P S F P S F III 0 567 55.0 FAC 1.00 —"'-----"-- SPACING -- SFE ABOVE Scale=.3125"/Ft. REF R081-- 45295 DATE 11/09/05 DR W MCUSR081 05313AX5 HC_ENG DR/DR SE ON REV 14647 - FROM AS-_____ JREF- 1SS10B1_Z07 AAAAA-rliS / 2A70(' I ) 19f1 r 1 2 I I IfIS UN6 PHIIARLU )P.UM CUMPUILR INVOI (LUAUS 6 UiHCNS[UN5) ABI'llI Ito bf IYUS`.. MI R. Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 N: But chord 4x2 SP #2 N :63 4x2 SP 2400f-2.OF_: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 15" Typ. 1 .5X4 (R) 4X6= 0-5-0 �3X6III 1 .5X4= See ANSi/TPI 1 02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. * Negative reaction(s) of 479(�I MAX. (See below) from a non wind load onnect case requires uplift con. Max JT VERT DEFL: LL: 0.36" DI.: 0.18" recommended camber 1/4" Truss must be installed as shown with top chord up. 1 24" I 4-0-0 4.7�" 4 3 0 1.7L5111 9 0 1 10-6-0 � �7 -T`-� W=3X4= 1.5X4III 1.5X410 3X6= 4X4= 3X4= 3X4= 3X4= 3X4= 3X8= 4X6= 4X10= 1.5X4III 111 4X6= W=3X4= 3X6111 W==3X4= 6X6= 5X5= 19-5-8 8 1 8 1 6-0-0 23-0-8 Over 3 Supports R=986 W=7.25" (84644-5t)5 / 2879C ( } 128 FT2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10 0 7.20.091 "WARNING" TRIISS[S R[OUIRE [IIRE[N CARE IN (ASPICA1100. MANGLING. SNIPPING. IISIAILING AND BRACING. C N Ff[I III BCSI 1 01 (BUIl01N6 fINM UR[NT SA(f fN INFORMATION). PUBLISHED BT TII (iRUTS II 4T[ /N5111U1(. 58l /(P i%••(• D'OROIRIO DR.. SUIiC 200, MADISON, MI 53719) AND MIEA (VDOD TRUSS COURCIL U/ AM[RICA, 6300 ENI[RIR[SI IN, V MADISDN. VI S3P19) FOR SAF[IT PRACIIC[S PRIOR 10 PCRrORMING 1N(SL TUNCIIDN6. UNLESS a, HERHISE INDICAIED, IOP CHORD SHALL HAVE PROPERLY AIIACMEO SIROCIURAL PANELS AND BOIIUM CHORD SNALI MAY( A PROILR(Y AIIACHID RIGID Cf ILING. NA �`C •"IMPORTANT—IMPORTANTA COPY 01 IDIS DESIGN 10 111E INSIAILAIION r.ON1RAf.IDR. AIPIPE FNGIVL[RFD * � PR0DUC15. IPC 6, 1 No 0[ RLSPoN5101[ fOP ANl P[YIAIION FROM i1115 ULSIGN. ANY IA1lUNl IU NUI1.0 IIIE ALPINE I-"— _� iRU55 IN CON(ORMANCi NIIN III: UR fABRICATI - NANOL ING, S111PPING, 1NAIA11 IN. A A—ING .1 IP OSTEN • e A : TA OL SIGN CUN(ORNT V1111 APPI IC RNLI PROVISIONS OF NOS (NAIIUNAI Ut SIGN SPL (, NT A16IA) AND 11I. Al11N( IDN N(CIOR IIA111 AN NADf OF 1U/1.11-A IN,x/5/K) AS/H A653 GRADI 40/6U (V. K/H.S) GALY. 5ILt1,. APPLT I LAYS 10 LAC" FACE OF IR USS AND. UNIT SS I1111(RN ITL I.00 A' I) ON 11115 DFSIC.N. POSI1111N III DRANINGS I60A I �••••. (((///IRwCj-,• Alpine I'll ineeiecl Products, I MBLiey Unve I'IRi11U6 City, Fl, 33844 K Ceniti ate of Authorization In 0 567 AMT IMSP[C110N 01 PLAILS IDLEDH(D BY (1) 511AL1 DI PIN ANNII AI orTIII PDOP SIC. I. A SLAL DN III IS URANINL 1NUIf AT[S ACC(PIANff NF PPOFf SSIUN A4 [NGIN[(IING Rf SPDNSIB IIISUI III fOR IRF IN USS COMPOK NI UL 514R SMONR. Ito SDIIADIL III AND USf [N IU1T IDMPUN(NI POI ANT BG IIU PPG IS ❑ii Pf5PON510II11T Of 1HE nVILDIOf, Oi SIGNII III ANSI/III I Sic. P. 15 -B1 ••i Nov 8-11-0 OF 1.5X4(R)= T I 0-10-81 4-0 800 _�_ 11=1861 W=3.5" R-51 U=* W=4" FL 1 R - Scale =.3125" Ft. TIC LL 40.0 PSF REF RO81-- 45296 TC DL 10.0 PSF DATE 11/09/05 BC OL 5.0 PSF DRW ncuSR081 05313AXI BC LL 0.0 PSF IIC-ENG DR/DR TOT .LD. 55.0 PSF SE ON 13934 REV DUR.FAC. 1.00 FROM BJW SPACING 24.0" JREF- 1SS1081_Z07 ( 84644 51J5 / 2879C ( ) 128 FTGE ) I ItIS OW6 4'Su POLE) INUM COMPUILR INVUI (LUAUS 8 I)IMLNSI DNS) SUUI41I ILb 8) IRUSS MI I:. Top chord 4x2 SP #2 N But chord 4x2 SP 112 N Webs 4x2 SP #3 SPECIAL. LOADS -----(LUMBER DUR.FAC.=1.00 / PLAIE DURJ AC.=1.00) If, From 340 Ptf at 0.00 to 340 PLF at 22.73 BC From 10 PLF at 0.00 to 10 PLF at 22.73 3X4 Deflection meets 11360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4= 3X4= 0-5-0 _ _.-- --- ----- 0-5-0 1-4-0 7T X1 it 8-0-0 W=3X4= 3X4= 2X4111 3X4= 2X4III 2-11-12 Over Continuous Support R-346 PLF W-22-11-12 Note: All Plates Are 1.5X4 Except As Shown. (84644-5U5 / 2879C ( ) 128 FTGE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10 0 7.20.0918 FL 1 R - Scale =.3125" Ft. "WARNING" (IOUSS (PLATE GAND VISAC'", REf EA N10 SCSI TRUSSES1 93E. ILO (RG RE COMP OMEN, XIRLHE ARE IN SArf TT (1UFORMATION),I rustISNED III SHIPPING. INSTITUTE, 55) D'ONOlA 10 DR,. SUITE 200, MAOISON, NI 53/19) A. NICA WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN, RAOI I HERWISE I So PPANELSI VCHOOSE) NIIAYk ..... �s •••N `�•�' RS .• F T C L L T C D L 40.0 10.0 PSF PSF R E F R 0 8 1 - - 45297 DATE 1 1/ 0 9/ 0 5 1r-- - ALPINE "'--"/-/ � / Alpine En incervAlproducts, hl-BRANINI:INDICAI(S 1, Morley Drive I3ailles City, Fl. 33844 AMNG BOI(OMHESE ALESS CHORDNSri" LI11) HAVEOPROPERIY ATTACHED STRUCIURALPITioTE TOP SHALL PROPERLY ATTACHED M)010 CE II ING. —IMPORTANT—ruNNISN A CUNT Of THIS DESIGN 10 IO INSIAIIATIOM CONTRACTOR. ALPINE ING I NIERED YRWUCIS. INC. SNML »01 RE R[SPUNSIBI[ fOR NT DrNIATIDY lRDM iN15 0ETT4M: ANY UILUNf 10 BDND 11I IRUSS )N CONFORMANCE "It" IP): OR IABRICAIING. HANDLING. SHIPPING, 1NSIAI114. A RR AC 1MG Uf iMU55[S.. OCSIfrX CUR(/IP115 Ni 111 APPI.I[Apl[ PpUY1SINNl OF NITS TIIAI IDMAL DESIGN SY(f., OT A[APA) A»II IP1. AL PINE CURMICIOR PLATES ME HADE Of ID/I0/I64A IN,11/5/K) ATIII AbS3 GAMIE 40/60 TN, K/N,S) All. TII1.l. APPIK PtAi(5 10 IACII IAI:I. M IRUSS ASV. UNLISS OII1flISESC AOCAlfD GN IIIIS DESIGN. POSITION Pro BRANIM45 IAOA 1. AN1 INSPECIION 01 PLATES IDIt01l1U VI 11) S11AI.4 0( PER wMNtt Al OI 1P11-2VU7 SEC.). A SE A1. Ob 1I115 ACCFP140Af 01 YROFfSS1ONAl fNrITH(RINGRfSPONSIXII)IY SIUEATFOR IRE IRUSSCONPOME111 DESICiM STHTNY, lilt $UIIAB It III AND USE Or THIS EuevDYLR1 TOR AMt MUIl01NG IS 111E R[SYUNT 1NIl IIY Of THE Run DING DTSIGNER PIP ANSI/IPI I uc. P. 16' .� j * : .o °: STATE OF •• • C D ['•K• �•,O �.O�(f�` U / �fx,�7` SO�� L` NOi�9kbB�iib�b�` BC DL BC LL TOT L D . OUR.FAC. 5.0 PSF 0.0 PSF 55.0 PSF —_ __.__-_....._..-.. 1.00 DRW HCllSROnI 05313AX2 FIC-ENG -- OR/DR -- SE ON- 14649 ..-.._... ..._._._._._--_.._._ FROM AS -- '-----^_--'-- SPACING SLE ABOVE ------"""'—""--"'— JREF- -' ISS1081_.ZO1 FL Certilicate ofA44)or' tin N 567 III: U616 VRLPARLi)-I koh COMIlUlik INPUT (LOADS L OIMLNSIONSI SUOMIITLU BY lily- 1111, ( u9U94 JUJ / ZIJ/Vt. ( ) lev I -IS ) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 N: 11ot chord 4x2 SP #2 N :63 4x2 SP 2400f 2.0L: Webs 4x2 SP #3 Dr.flection meets L/360 live and 1./240 total load. 10 6 0 15" Typ. 0-5-0 5X5= 4X4= 1.5X4 (R) 3X610 6X6= 8-1-8 iNE R=1019 W-1.25" See ANSI/TPI 1 02 Seca 7.5 for additional bracing requirements. Bracing material to be supplied by erection Contractor. This truss spaced @ 24.0" OC supports additional concentrated load at right end from 8.00' stud wall (13.75 PSI) supporting 0 O 0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. fruss must be installed as -shown with top chord up. 24" I 1511 1 -9 0 I 4X6= W=3X4= 3X6III 3X6= 4X6= 2X4111 1 . 5X4 N W=3X6= W=3X4= 3X6III 6-0-0 23-0-0 Over 2 Supports Note: All Plates Are 3X4 Except As Shown. (84644-5115 / 2879C ( ) 12B FT5) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10 0 7.20.091 "WARNING" TRUSSES R(OUIRE (/TRINE CARE /N FABRICATIUN. HANDLING. SHIPPING. INSIALLING AND DNACING. �. REFER TO BCSI I OJ IBUILDIIIG COMPONENT SuIII INf ORIMAl10N). PUBLISIIfO 01 TPI ('fAUSS PLAY( IRSTfTUTF. 503 O'DNDER IO DR., SUITE 200, NAUISON, YI 5J719) AND NYC' I. IRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE IN. HADISOM. NI 53I191 FDR 5AFF11 PRAT I[f5 PN10R /0 PERF ORNINf. IN[5E fwt.)TONS . uYLE55 OFNERYI SF INDICATED. TOP CHORD SHAIE HAVE PROPERLY A114CIIED SIRUCTURAI. PANELS AND BOT10H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r —IMPORTANT""EURNISN A COPY Of 1111S 0(51GN TO THE INSIAIIAIION CONFRACI011. ATTIRE EMGIMf(AEU y 1N _ PAOD.CIS. INC. $OALC 901 01 R[SPOMS1811 fDR ANY DEYIAIION /ROM 11.15 DESIGN; ANY I.ILUR( 10 6VIL0 1NE r - ALPINE IRUSS IN CDMf ORMANCE N1111 IP1: OR FABRICATING. HARD. INC. SNIPPING. INSI'(I INC, A BRACING 01 TRUSSES. i - — - _ OESIiR CONFIIAFIS Nil" APPLICABLE PROVISIONS Of NOS [NATIONAL DESIGN SPLC. RT Af APA) AND TPI. AT. PINE iQ COTIR(CTDR PEA fS ART MAD[ DI 20/1B/16GA IY.R/SIK) ASTM A6S3 GRACE 411160 (N. K/H.S) GATT. STILL. APPLY rO A Alpine 1'n Ineel L'(1 Produc JI i mi- 1)TIOD Y IIRIDeSCiry,F1. 33844 1 ulbofi-ati ��rr WF III�ANI n 6 PL AT:S 10 EACH TACT Of IRUSS AND. UNLESS OIIHRYIS( IOCAI(O ON Jill$ ULSIGN. POSI110N PLR DRAWINGS 160A 1. INSPt Ci1DIl Of PLAIFS 10ILDRLV BY II) SHALL RI PER All"EA A3 /1. I'll IUD? S[C.3. A SEAL Op THIS FIR AYI NC. IRDIC:.I(S ACCE PI AYIF Of TROff SS1OMAI..IMfil pf TR lbfi R[SPOpSIP1111Y 501 [IY TOINf IRUSS (OPIIRf N1 DES:511DYN. ONE SUIIA91L111 AM USE 01 71115 COMPONENT TOR ANY UUILUING IS 1111 AISPDA51011 IIY Of INL DU11..) I NG.1511;NLR PillANC-f/)PI I Sit. 2. 'i j Nov I I 3X6BI 5XB= 5X5= 8-10-8 0 0 ---F 1-4-0 s 1+ 8-0-0 3X6111 1 .5X4 (R) = L<--3 - 6 - 0-1 R=1730 W=4" OF FL 1 R - Scale =.3125" Ft. TC LL TC DL BC DL BC LL TOT .LD. DUR FAC. SPACING 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.00 24.0" REF R081-- 45298 DATE 11/09/05 DRW HCUSR031 05313AXM HC-ENG DR/DR SLQN- 12965 REV FROM BJW JREF- 1SS1081—ZO7 THIS DWG PREPARED FRGM CUMPUIEM INPUT (LOADS d DIMENSIONS) SUBMI110 UY INUSS IIIR. ( 219b4ff Jll� ) cd/yL, ( ) icD r I') )- Top chord 4x2 SP #2 N :11 4x2 SP #1 Dense: Bot chord 4x2 SP #1 Dense :B2 4x2 SP 2400f 2.OE: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.59" 01.: 0.21" recommended camber 3/8" Truss must be installed as shown with top chord up. 0-5 0 10-6-0 15" Typj 2xG #3 HfM FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.126"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Deflection meets L/360 live and L/240 total load. % 24" I 10 6- 4X8= 4X6= 4X4= Ti W=3X4= 4X4= 4X6= 6X6= 2X4111 5X8= 4X6= 4X4= W=H0312 = 1.5X4111 B2 1.5X4HI 23-0-8 Over 2 Supports 4X4= 4X6= 5X8= 1.5X4111 0-3-0 -J- - 9 1-0 1 4 U 8-0 0 K=1267 W=1.25" 11=1251 W=3" Note: All Plates Are 3X4 Except As Shown. (84644-5U5 / 2879C ( ) 12B FT3) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS Wave C RT=1.10 1.25 10 0 7.20.0918 FL 1 R Scale=.3125" Ft. ••TFA1TNIMG•* TRuSS(S RfOOIR( IEiRfRE CARE IR FABRICATION, MAN011MG. SHIPPING, INSTALLING AND BRACING. REIER 70 SCSI 1.0) (BUILDING CUMPO"1N1 SAFETY INf ORMA7IDN), PUBLISIO D BY IPI (TRUSS PLATE INS11701f. 583 D'ONOT R 10 DR.. 5011E z00, NADISDN. NI 53719) AND MICA (MOOD IAUSS COUNCIL OfAM of CA. 61UD ENTERPRISE LN, NJOWISf OP I COR D ONN SNAtE 1"AYE DR SAffif PROP£R11 AITAC"EOSPRIOR To STRUCT STRUCTURAL P PANELSIANOT BDIION CAFORDNS-1.1 xLESS 11AYC AT PROPERLY AIIIACHED RlclO cnuxs' �', N E N " '"•� ` Ap�•P �' 2 - ";� T C LL T " D L BC DL 40.0 0 10.0 5.0 P S F P S F PSF R E F R 08 1-- 45299 DATE 1 1 / 0 9 / 0 5 DR W HCUSR081 05313AXP 1- — AL P i N E A C Alpine El eilleercd Products, In I .O Marley Drive 11RiIresCify,F1, 33844 A• IHPORIANf••INRNtSW A COPY Or Tills Df SIGN 10 THE INSIAI.t AlION C,DNIRACTOR. ALPINE 146111111" PRDD.K.1 . IN£. -All NO7 DI RESPONSIBLE IOR AMY DEVIAIIDM FROM IIIIS DESIGN: ANY F1.1.11 ID BUILD III[ BRACINGOf 7R USSE S, N11% fAgi UR PROVISIONS TRUSS IN CONFORMS Willi OfA7IRG. "A"01IN6. SNIPPI%L. I"S1AFAPA) R itTV] COSIGN OR PLAITS MARL APP11Cf E P811bGADNS Or NDS (NAl10MA1 DCSIG■ SPEC, DY AfAPA) ADD . 1. ALPINE CONNECTOR IL AI[s AR[ MAUL UI PU/IB/IUGn 1N,N/5/R) ASIn AbS) fNf AOI •U/60 (N. R/N,SI GAL Y. STILT. APPLY PIA" /0 CACTI fA(t Df TRUSS AND. UNLESS 07HFANISF IDLAIED ON 11115 OISIGD. 1'1151110" 11R UMA.11GS IbOA'1. ANY INSPfCIIOY 11f PI AT IS 101E0NFO BY (1) SIIA[L NE 111 A""fT A,I 01 IPII-POOP SE£.). A SEAL ON 11115 BRAYING 1N01CAIIS AfL[PTA"Cr U( PROFISSIDYAI f"G1Mr{pIMG Rf51UMSIO11IlY SDIfIY TRUSS CDwUM(Ff Df i11:11 511"inl. INE SUIIAB'IIY AND US( 01 INIS C1IMPON(Nl f6R ANY DIIII.DI"G IS I"1 Rf SP""SIB""" Of 111E BUILDING IN5u:M[Y PLR AN51/tPl I SIC. P. $ A A ��TE OF f •.� (aR`pP. c, ..ti.... R:� / �(j / No i Bl. LL T 0 T. L D. --- D U R F A C -----�— SPACING 1 NG 0, L/ PJF 55.0 P S F 1.00 _---- 24 .0" HC - ENG DR/DR _ ._ ..__ S E Q N 14651 FROM AS — ---- _--------- — JR EF - 1SS1081_Z07 flCalitic ofAuthotization N 567 I lilt DWG PP..E PANED FROM COMPIIILR IVOL (LOADS 5 DIMLNSIONSI SLIRMIIICU R'I 110L,� Ili O llb911 5)W) / ZU/9f, I ) Top chord 4x2 SP #2 N But chord 4x2 SP #2 N :B3 42 SP 2400f2.0E: Webs 4x2 SP #3 Max JT VERT DLIL: LL: 0.37" DL: 0.17" recommended camber 1/4" Deflection meets L/360 live and L1240 total load. 0-5-0 1fi5" Typ 1 4X6= 1.5X4 10-6-0 See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 24" 7 0 1.5X4III 3X8= 3X4= 3X4= 3X4= 3X4= 3X4= 4X6= 4X6= .. is_R►7 /rjrWE\ /'1 _ 111 I �6X6= 5X5= 4X4= 4X4= 3X611I 833X6111 5X5= 3X6W 6X6= 1.5X4 W=3X6= 5X5= 4X6= 3X6III R=1067 W=7.25" 19-6-8 Over 2 Supports (84644-505 / 2879C ( ) 12B FT4) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10 0 7.20.091E A'NARNI NG'A TRUSSES NEUUIRE (N IRENE CAR[ 14 TABLE ICA$IDS. "WEING, SNIPPING. TRSIAI.LIN6 AND GRACING. REFER TO SCSI 1 03 (SURDING CDMPON(N1 SAFETY INFORMATION). POREISHED BY TPI (TRUSS PI,AI( INSTITUTE. S03 I D-ONOF R10 pR., SUIIC 70O. MMISON, NI 53719) ANQ NIIA (NOUD TRUSS CDUNC IL Of AMERICA. 6300 fNIFRPRIS( IN. HADISON. YI 531191 FON SALE IT IR ACIICfS PS1011 10 PCRF QRMItlG ikF Sf fUNf.110N5. UNLESS OI Hf RNISE INDICATED. TOP CUD0.D SHALL NAVE PROPERTY ATTACHED STRUCIONAL PANELS AND 00110" CHORD SHALL HAVE A PROPERLY AIIACH(D RIGID CEILING. "IMPORTANT—t-WNISO A COPY Of THIS OLSIGU (0 IHE INSTALLATION CONTRACTOR, AIPIN[ F)IGIN[FRED 1 ALPINE PR DOUCIS. INC. 511AI1 N01 tl1 RISPOSSIBLE (OR ANY DE1I1110N FRON THIS DESIGN. ANY -11VRE 10 BUILD MEIN IR USS IN CVUf 1NINWE NIIA TPI; OR FMNICAIING. IANDLIRG. SNIPPING. INSIAtt ING A DRACING Of IRUSSI DESIGN [OBFTNINS WITH APPt 11'MI[ PROVISIONS Of RDS INATIONM D[SIGN SKI. f„ OT AI APAI ANO TPI. At PINt.S. CDNNECIOR PLATES ARE RAW 01 70/18/I6GA (N,11/5/R) A%14 A653 WAVE 40/60 IN, C/k.S) GAL V. S1EI:1. APP1Y 9 A fllpine E:n Ein eered Products, ( I DM8f1[j'()r1A'G i'lalI1 Cily.i'L. 33844 _ rL 'ati6c (G o1 Aufbot' i Ili a PL ALES IO EACH FACE Of TRUSS AND. VOI.LSS D111FRU15( I.00'ATFO ON 11115 Df SIAN, PHSIIIVN PER URAWWA 16OA 1. ,ANT INSPE[11QH DF PIA I(S [DEI DNLD H, 11) 511AL 1, Of PER A«NEf A, Of IP11 tNO: SL C. 3. A S1A1. DN FNIS 01fAN iNG INUICA1l5 ACCf P1ANCF O1 PROf C SS.NN. (NGINT(RINri SISPDNSIBIL... S01(I1 111E THI WITS, COIUIONF.Ni III IGN SMtl«N. IITf SUIIABIL111 AND USA DI THIS CWIPONC NI 1'UR ANY BUILDING IS 111f RE SPONSIR II IT• UI THE--y�I H1I 1101Nfi D(SIf.NIR PLO ANSI/IPI I SEr. 7. as- / fl () R=1056 W=3.25" 1.5X4 -— 1.;1-0 0'10 8 1 -- 8-0.0 FL/-/1/-/-/R/- Scale=.375"/Ft. INN TC LL 40.0 PSF REF R081-- 45300 DATE 11/09/05 F'. TC DL 10.0 PSF i BC DL 5.0 PSF DRW HC11SR081 05313AXL BC LL 0.0 PSF HC-ENG DR/DR OF ;� _ TOT.LD. 55.0 PSF SEON- 12972 DUR.FAC. 1.00 FROM AS SPACING 24.011 JREF 1SS1O81—Z07 RARAA-SITS / )R70(- ( 1 1211 1 fAA ) -- 1UIS ING PRt.PARit 11iUM WEIPUILR INPUT (LUAUS & UIM NSIUN5) SUUMIIILU BY IRUS:, lili:., Top chord 4x2 SP #2 N Bot chord 4x2 SP N2 N :B3 4x2 SP 2400f 2.01:: Webs 4x2 SP y3 Max JT VERT DEFL: Lt.: 0.37" OL: 0.17" recommended camber 1/4" Oeflect.ion meets L/360 live and L1240 total load. 10-6 0 See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bracing maLerial to be supplied by erection contractor. Truss must, be installed as shown with top chord up. 24" 7.0 8 `I 15" Typ. --1 4X6=_ 1.5X4 1.5X4III 1.5X4 3X8= 3X4= 3X4= 3X4= 3X4= 3X4= 4X6= 4X6= 0-5 0 1.5X4 W=3X6= 3X691 19-6-8 Over 2 Supports R-1067 W 7.25" (84644-5U5 / 2879C ( ) 12B - ITO) Design Crit: TPI-2002(STD)/FBC FELT TYP. Wave C RT=1.10 1.25 10 0 7.20.09 "•WARRING" INUSSIS KRUM 1119LW CANE 1N IABRICAIIIn, RANGE ING. SNIPPING, 1PSIAI LING APO DRAG ING.AMC Aft( 10 RCSI 1 0J (BUILDING COMPONENT SAIf1Y INFORMATION). PBNI. ISIIfO RY IPI (IRUSS PLATE IRSIIIUIE. S83 O'ONOf PItl DR., SUTA[ 200. MA0150N. NI 51J19) All MICA (MONO IRUSS COUNCIL 01 AMERICA. 6300 INI[RM SC EN. HADI SOY, NI S-l7)9) Y0R SAfE 1T PR ACIICfS PRIOR ,0 PC Rf OIIN ING IN[SE EIMC110Y S. URI.f SS 0711£Rtl15[ IY01[AiEtl, 101' 10010 SIIAEL IIAYC PROPERLY AIIACIIfD SIRUCIURAI PANELS AND 00I10M CHORD SIIALL HAVE A PROPERLY A11ACHtD P IG ID C[)1 iRG. ""IMPORTANT A COPY 111 II115 DESIGN TO IU[ INSIAEIAIION CUYIRnC fOR. AI PINf [YGIME mo Vp UDUCIS. INC. $NALt Y0/ Bf pf SP UYS IDII f0R ANT Uf 11AIIDY FR TIN IIIIS DESIGN. ANY {AIL VAE IO BBILU I. A: — ALP i N E __ 1 RUS'• IN CDNI ORMAYC[ YIIN IP1: N I AR"AIING. "ANOI ING. ANIV{'IYG. IRSIALi IA(i A B CIN1: - IN USStS A t _ Uf S160 COHf ONNS WIT APPI.1CAOt.t PRUYISIONS Of IIDS IRA 'IDESIGN $P[Y. RI AF6P.A) AND IPI. ALPINE / CUNNIIIOR PLATES ARE MAD[ 01 20/10/Ififn (Y ASIN A6•,l GRACE 111/6O (M. R/N.S) GAt1. SI([(. APPLY (J�"• 4 �+ ��,,.11 Alpine E Ai red Products, f� IlaineR Cily. ill- 33844 rL 'e[tif o LRitor• 1 in n 567 IJAII '. TO 1ACV IAC1. UI IRUSS AND. UNLFSS IIHI.RNIS[ I. UI.A11tl 111E IRIS Of SiOR• PIISIIIDN PEN HRANIYGS 160n 1. ANY :YSP[CIIUN UI PLAITS InILONED AT (I) SOAt. RE PER AU N[t A) Of )V11 21102 SEC.). A SEAL UN IIIIS OR AM'UC. IYOIf AIfS ACCEPTANCE Of PPOf ESS1ONAt (NGI PIER ING Rf SPDNSIR)t l lY 501f1Y rue LYLE tells$ !IINI'UNi NI Uf )IGN $111WY. INE SUIInN it 11Y AYU USE UI INIS t'OMP OREYI IUR AYY AUIlD1YG IS llll RESPOR SIRIL/I�I, pl IIIE BUII DING O[SIf.NfR P(R ANSI/IYI L SIT. 2. /O L Nov 5X5= 0-5-0 -T- 1-4-0 —T I 1 8-0-0 1.5X4 3X6111 R-1055 W-3.25' FL 1 R - Scale =.375" Ft. Ti`LL 40.0 PSF _REF RO81-- 45301 _ TC DL 10.0 PSF DATE _ 11/09/05 BC DL 5.0 PSF _DRW HCUS11081 05313AWZ BC LL 0.0 PSF HC-ENG DR/DR TOT.LD. 55.0 PSF SEQN- 12977 DUR.FAC. 1.00 FROM BJW SPACING 24.01E JREF- 1SS1081—ZO7 THIS WA6 PRLPARLU`I RUM CUMPUILR INPUI (LOADS A UIHENSIUNS) SUN11I1 ILU BI IRUSS IllIt- ( 84644.5115 / 2879C ( ) 128 - FT51;E ) Top chord 4x2 SP y2 N Bot. chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS ---(LUMB€R OUR.FAC.=1.00 / PLATE OUR.FAC.-I.00) IC from 264 PLF at 0.00 to 264 PLF at 19.29 BC From 10 PLF at. 0.00 to 10 PLF at 19.29 0-5-0 1 3X4= 2X4 81 3X4= R-270 PLF 14=19 6 8 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4= W=3X4= 3X4= 2X4111 19-6-8 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. (84644-5U5 / 2879C ( ) 12B Design Crit: TPI-2002(STD)/FBC En/RT=1.10(1.25)/IV 7.2 PLT TYP. Wave "WARNING— IRUSSES REQUIRE TIM NI CARL IN FABRICATION, IMMOL JUG. SHIPPING, IPSIALLIMG ANU BRACING. NET(R 10 BCSI 2-03 (BUILDING CDIIPONf RT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSIIIUI(, 583 a'H"FRIO DR.. SUITE TOO. MADISON. MJ 53)19) AND MICA (MODU IRUSS COUMC II Of MERICA. 6300 (NI[RPUISE lR. -011"N. MI 'i3E191 FOR SAFf TY A[I ICES PRI00 10 PERFORMING IIIt SE FDICT10M S. UNLESS 011110-ISE INDICATED. TOP CHORD SNAtI NAY[ PR OPERA ATTACHED STRUCTURAL PANELS AND 801111M CHORD SMALL RARE A PROPERIT AI)ACNED ATTACHED 0 IG ID (I ITING. lI -IMPORTANT—FURNISH A COPY Of THIS DESIGN TO ;HE IMSIAl1. AT ION CONTRACTOR. ALPIMf ("WER(D 1 4ALP PRODUCTS. INC. SMALL ROT BE RESPOMSIBII rDN ANYHEYJAIJON rRH" THIS DESIGN: ANY FAILURE 10 BUILD I"(IR U55 IN CDRF ORMANCR "IIl IPI: OR FAUR ICATING. IIAIIOIIXD. SMIPPIM6, IXSIAI1. INli 6 BRACIYG Of TgT15SES1DESIGN CONFORMS Willi APPLI(AJIII PROPISIDNS Of NOS (NATIONAL DESIGIT SPIT. 0Y AfRPA) AND TPI. ALPINE Cll"M4CIOTI PI HIES AR( MADE Of 20/l8f l61:A IN.H/S/R) ASIM A653 GRAD( 40160 (". R/II,S) "it. SI(Il. APPLY PLATES TO (AI'H FAI:1 Or IR IISs M"1. UNfISS 0111TRMISL I.00ATID OR THIS D/SIl. N, POSITION PER DNAHINGA IGOA j. ADY IRSPE C111)M DI PLAITS TDI. ZONED BY (1) SHALL DE PER ANMfM AJ DI' TPIJ'IUUZ SIC—J. A SlM ON 1111$ Alpine EnQIneered Products, In 'NR AMINO INO ICA... AC CETI_C( Of PROfE551ONw1 (NGIN(lRIVG P(SP ObTIB i(IFY SOLELY IMA 111[ IRUSS COMPUN[MI 14S0MarleyDrive 5110410. FIII: SDIIANIIIIY np0 USE Of I1115 fDMP(1N(tll IOp ANY 8UIl01MG IS THE AtSPONSIBII!ly "1 I"[ Haine3City, r+. 33844 DESIGN DU IIDIMG DESIGN(R .•IR ANSI/IPI 1 SIT. 2 21 FT5GE) 918." �j Np STO 9�.cF �cC I Nov lE�" 0-5-0 T 1-4-0 T 1 h 8-0 0 FL/-/l/-/-/R/- ;C LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0_O PSF TOT-1-0- 55.0 PSF D(JR _FAC . 1.00 SPACING SEE ABOVE Scale=.375"/Ft. REF_ RO81^_ 45302_ DATE 11/09/05 DR W HCUSR081 05313AXK _ HC-ENG DR/DR _ SEQN- 14654 FROM AS JRLF- 1SS1081_ZO7 ( 84644-SUS / 2879C f ) 12B Al ) MIS DIIG PREPARLO fROM COMPUI[R INPUT (LOADS & DIMENSIONS) SUBMIIILD BY IRUSS 141 R. lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP 113 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load, 4X4= C 4X4 (A2) 120 mph wind, 20.48 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 01. 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. 4X4 (A2) 1-0 q 11-7-0 I 11-7-0 J R=913 U=286 W-4" 23-2-0 Over 2 Supports R=855 U=258 W=3" (84644 5U5 / 2B79C ( ) 12B Al) Design Crit: TPI-2002(STD) 18553 /F8C PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 0TY:19 FL - 1 - - R - Scale =.3125" Ft. ..WARNING-- INu55($ Rerou/Rf 11ID(M( CAR( IN fABRICAIIaR, IIANDIIMU. S1IIIPING, INSTALLING AND UN AC IRO. REf[R 10 BCSI ID (BUIIDINfi COIW ORF Nf SAFETY INFORMATION). PUBl lS11ED BY )PI (TRUSS IEAi[ INS II IUI[. $BJ S, „•�•.'� rN TC LL 20.0 PSF REF R081- - 45303 O'ONOf RID DR.. SUI TC 700. NADISON. VI 53)19) AND MICA (Y00a IPtl55 COUNCIL Of ANCR i[A. bJOD EYYERPa IS[ IN. /llfiE FUNCTIONS. UNLESS OTNfRYIi[ INDICA1f0. G S • •� HAD ISOtl, YI $.1119) TOR SAFETY PRAC11Cf5IRIOR IO IERfORMIRf, PROP[RlT AfTACN}D %(/ TC DL 7.0 PSF DATE 11/09/05 101 CHORD SHALL HAVE PROOf RIY AIIACIIfO STRUCTURAL PANELS MO BOTTOM CROWD SHALL NAYF A a an1Yq, No. � �� _ lalD 8C DL 10.0 PSF DRW HCUSR001 05313AXA A . n Kf CfD P1tlf IF •"IMPOR7ANT "lu4H ISn A [OPT 01 11115 DESIap to Illf INSTALLATION f ,ON10.AClOR. LP"' 1N • • � -- -- PRUDUCIi, fR[. 511Af1 N01 Nf 0.($PONSitlE( IOR ARY n1YlAfia IRON 11115 Df514R; ANT IAIFUNE 10 IINI10 INI { i IjS(` • LL D D PSF HC -LNG GDL/WPF L - ALPINE � ----- xANO(INa. $MIPPIYG, I451 AllING b TRUSS IN RR AC ING Of I0. USS(S. CONE URMARCE N1111 IP 1: DP FAN0.ICAIIKa. DESIGN COU(OR HS Willi APII If ADI.F PRDY FS IDYS Of NOS 1{A1101AI UISIf.■ S/I C. FIT Af {p A) AND IIi. AI PIXE �• • • '••/'YYk -- —� _ ------- �----- -�-�------- [DIIH[CIUR IlAlES ARE NADF 01 iDlIN(IbOA I0.11/S/AI ASEM A553 GµAUL aU/bU IY, k/M,S) aA(Y. $IFfI. APPLY �j P:' TOT. L D 3 7 U PSF S E Q W THIS OWG PRL PARED EROI1 COHPJIEI( INPUT (LOADS & DIMENSIONS) SUBH11111) Bf IRJSS 141A. 1 040411':)U7 / c[Tr iE l ) le[s - A10t I Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 SPECIAL LOADS -(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 54 PLF at -1.00 to 54 PLF at 9.26 TC From 113 PLF at 9.26 to 113 PLF at 23.17 BC From 20 PLF at 0.00 to 20 PLF at 23.17 Plead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. -I MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 120 mph wind, 20.48 ft mean hyt, ASCE 7 02, CLOSED bidg, Located anywhere in roof. CAT 11, EXP 8, wind IC DL=•4.2 psf, wind BC OL-5.0 psf. 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 Lo be designed by the building designer. 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. REFER TO DRAWING HCIISRO81 01306184 & 241 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 4X6 = RESPONSIBILITY OF THE BUILDING DESIGNER. 4X4 (A2) = �..� 3X6 (Al) 1 0 0 23-2-0 Over 2 Supports R=1158 U-370 W--4" R=1431 U=457 14-3" Note: All Plates Are 2X4 Except As Shown. (84644-5U5 / 2879C ( ) 128 - A1GE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7 . 2 0 . 0 9 1 Eeu QTY:l FL 1 R - Scale=.3125" Ft. •"WARNIBG•• TNUSSES Ht OUIRf IlIRI"E CARE IN fABN If.A 11ON, f1ANO1 I NG, SHIPPING, INSTALLING ANU BRACING. luuq C ,j�� T L 20.0 PSF R E F R 0 8 1 - - 45304 ...... PLR Tq B[SI 1 U7 (BUILDING COHPOMENI SAf ITY [NEORMATIO"), PUBLISHED BY IPI (TRUSS PLATE INS11TUlf. SM7 t ii N,f D'OROIRIIT BR.. SUITE TOO. NAU15Dtl, YI S7TIY1 AND YICA (HOOD TRUSS CgDNC II M AMERICA. G,7OO fNIE RPNISL IN. �/ .'•`C� .••R"�• NADI SON, YI S3719) fON SAf[Il PH Af.11C" PRIOR TO Pf If ORMING THESE SE lUNCi IONS. VNL.[SS O111[RYisf INUICAIf D. T C O L 7.0 PSF DATE 1 1 / 0 9 / 0 5 TOP CHORD SNAIt NAY[ PROPERLY AIIACNff) STRUCIINIAL PANELS AMU BOTTOM (HURT) STRAIT HAVE A PROPERLY AIIAC-10 % R 161O CC IT [NO. No. 221 BC DL 10.0 PSF DRW HCUSR081 05313AXT "IMPORTANI"A•f URNISN A COPY Of 11115 DESifn TO IIH INSTALLATION CONTRACTOR. ALPINE fNC,IME [RI * : ` 1 ALPINE --- P"°°9:15 INC. SNAIL NUI BE OlSIDNSItlI[ FOR ANY 0[VIAI1pN FROM THIS DESIGN; ANY fAILURI fO BUILD 11 1R BC L L 0.0 P S F H C - E N G G D L/ W P F f _ 1 INVS: IN LON I-RNANf.1 Y11" IPI; NN F-C ICAIING. HANDLING, SHIPPING, INSTALLING B BRACING Of IRUS5f5. • Tn 1 °f SISN f.ON(ORMS WITH APPI. ICADLf PNOVISIONS Of NDS 1NATIOMAI DESIGN SPEC. OY AIAPA) AND TPI. AT P;0 •• ATE `� -- CONN;CIgR PLATES ARE MARE OI !IT/10/11.6A IH N/>/R) All. A653 GMAUf 4q/60 iN, K/M,S) GALV. SIEEI. "I,,9 X. T 0 T . L D . 37 .0 PSF S E QN 18571 PLAT S 11)IACI IArf OI miss AND. UHR.ISS DTH.AYISI LOCAI[D ON 711IS Dl SIGN, PUSITION PER DRAWINGS 1611A Z. 0�(A '• iR`O f:•`� .__.._.__._ ____—.____. _—._.-.... A Engineered ' l ANY INSPEl11DA P/ PL AIfs POLL UN[D OY 11, 1f 1.1 0[ PLR ANNIR AT O1 IPII 1OO2 S[C.3. A 11.1 ON )HIS NH,� Alpine PnQ ineered Products, in RAN LUG ItlP1Cf (fS ACt[PIAN!1 Of PRMISSI°NAI tMGINff RIN6 Rf SP-Si°tf IlY SOLELY NUR IIIE (PUSS CgHPIINf Nf / �V DUR . FAC . 1 .25 i R OM AS �1950Madey DFiVO UESIGN SHOW". THE SUIIABILIIY AND US( Of THIS C(IMPUNEMI FDA ANY BUILDING IS IHE RESPOMS101'' • Of 111I `i-'-----'----"_"—"'"---------------- ---�` ---" I1"fn"City,rL 33844 RU11.°IN6D(SI6NfRPfRAM,1fIP1ISEC. P. 23 No�"'f14�RiAiEiB SPACING 24.0" JREF- 1SS1081_Z07 FI _ CinTifieRle of AD[hDliPatian q SG7 INIS UWG PRIPARIi0 IR1)14 EOMPIMR INPIII (LUAUS A O111LMSJONS) SUNMI1)IU N'1 IRUSS PII IF 134t)44-DUJ / Ctl/94 ( ) Ieti - A9 ) Top chord 2x4 SP #2 N 120 mph wind, 20.34 fL mean hgt, ASCE 7 02, CLOSED bldg, not located BoL chord 2x4 SP ({2 N within 4.50 ft from roof edge, CAT 11, f:XP 13, wind TC OL=4.2 psf, wind Webs 2x4 SP #3 BC DL=-5.0 psf. Dead loads are stated on projected horizontal area basis. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1/360 live and L/240 total load. 5 10-3 4X4 (A2) 4X4= 4X4= 4X4= 4X4 (A2) = 11 0 01 11-0-0 11 2 1 11 0 0 _1 R=913 U=284 W=4" 23-2-0 Over 2 Supports R=856 U=257 W=4" _-17-5-14 (84644 5U5 / 2879C { ) 12B A4) Design Crit: TPI-2002(STD)/FBC PLf TYP. Wave C RT=1.00 1.25 10 0 7.2. 91 OTY:i FL I - 1 R Scale=.3125" Ft. __— _ ALPINE —J ,L C, Alpine F- in erect Products, 1n MITI,UL VlDinesCity, Ft. 33844 171 C&"ifir o, of AUlllflllZRlirU1 N 567 "WARNING.- /PUSSES Rtflum EIIICUE CARE IN FABRICATION, MANDL,NO. SNIPPING. IMSIAELENG AND BRACING. Rf ElTo 10 B[-1 I 07 (BUILDING TO"PONF MI $A(E tY INr O1MAf10N). PUBLISHED BY )PI IlR U35 PL AIE Ip511 TU1f, SM] D.0"O/RIO DR.. SUITE ?DO. MAUISON. NI 63719) AMO MICA (MOOD )ROSS COUNCIL Of AMIRICA, 63DO ENTERPRISE to. MADISON, N1 53719) FOR 'IF "I111C,ICFS P110R /0 PERFORMINR 1111SE IUNC...M5. UNLESS 01NERNISf IND.CATEO. IUP CHORD SIIALL HAVE PROPCRLI AI IACIIEU SIRUCIURAE PANELS AMU 80110" CHORD SNALL HAVE A PROPERLT AIIACNED R 1010 CE 11. 1"6. IMPORTANTA"fup N15M A wY Of 1111S BESIGN 10 11M INSIALLAIION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SIIALL P01 BE RESPONSIBEL full ANY DEVIATION (KM IMIS DESIGN; ART 1AILURE 10 BUILD 111E IRU55 IM [DM(URNANEE MIT" IPI: UR IANNICA11114. IIAN011NG, SHIPPING.. INSIAl11NG t BRACING 01 TRUSSES. PE SIGN COMI... VIIM AI'VI IC AIIL I. PRUYISIPNS 01 NOS IYAIIRR ..AsDl SI GN $P[f,. RT AI AP A) ARO 'son AIPINI COMNLCIOR PLAIES ARE NAVE Us 20/Ill/IRGA I",M/S/R) AST" A653 MAIM 40/60 IN. RrU.SI GALV. SIfEE. APPLY PLAIES 10 EACH fAE( 01' TRUSS ANTI, ""LFSS DT NE AMI Sf FUCA,fD 6N THIS OFSIGN. POSITION PER DNAMINGS 160A 1. ANY IMSPFCIION Of Pt Alf 0OLLO"ED BY ( I ) SMALL Of PTR ANDET A3 Of IPII-2002 SIC.). A SCAT UN INIS DRAVIN4 ,YOICAIES ACCTP1ANCf UI PROFrSSIDNAI ENGINCLPING AESPDNS101111Y S01CtY FOR 11" IPUSS CUMPONLNI SI GN SNUYp. 1111 SUI LAB II LIT AM USE UI 1i11S GONPDY(1I 1Ut APT Ntl ILUIMG IS ItK RE SPONSIPI" Of LEI[ N11,LDiN4DE5IG"[p I'fp AM$„TPI I SEE. 2. 24- I� `V , C �•. A. G F''•t i No 1 Ar • i 1 STA t 9� '•. �` 1� ; !. /(i. •.�O R,�rT•- ��/ `/O�A� � .•9 f1 Nov T C L L 20.0 0 P S F T C D L 7.0 PSF BC DL 10.0 PSF (' BC L L 0.0 PSF F T 0 T . L D . 37.0 PSF --------------- OUR . FAC 1 . 25 R E F R 08 1_ 45305 __— DATE 1 1 / 09 / 0 5 DRW HCUSR081 05313AXF H C - E N G G D_L_ / WP F S E O N - 18557 ----------- .._�._.. FROM AS ------- --------------. --------_._..-.._-__._-_ SPACING 24.0" __._ JREF- lSS1081_Z07 IHIS UWE, NH I: PARW IHUM COMPLIUR INPUI (LUAUS & UIMLN'IUH&) SUBMII ILI) BY IRU_S HI R. ( 04IS44 7Uh / 'b/9L ( ) 1ZI5 A7 ) Top chord 2x4 SP M2 N 120 mph wind, 19.84 fL mean hgt, ASC.E 7 02, CLOSED Bldg, not located Uot chord 2x4 SP y2 N within 4.50 ft from roof edge, CAT I1, EXP B, wind IC DL=4.2 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Dead loads are stated on projected horizontal area basis. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 4X8= 4X4= 4-10-3 4X4 (A2) _ 4X4(AZ) 100 1 9-0-0 I 5-2-0 i 9-0-0 �I R=913 U-277 W=4" IPLT TYP t _ ALPINE j Alpine Enginecred Products, 1 14i0 Marley Drive Mines City, FL 33R44 23-2-0 Over 2 Supports (84644-5U5 / 2879C ( ) 128 - A5) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/10(0) 7.20.0918 `WARNING•• 1BUSSES REQUIRE (AIRIME CARE IN FABRICAIION. HANDLING. SNIPPING. IMSIALLING AMD BRACING. REFER TO 8C51 1 03 (BUILDING C(NIPORCNT SAME INIORNATIDN), PUBLISINO BY IPl ((RUSS PtAlf INSTITUTE. S03 1)'"Not RIO ON,. SUITE ZOO. HAN SON. WE 53719) AND MICA (MOOD TRUSS COUNCIL Of AMERICA, 6"D EMIENPR ISE LN. MADISON. NI S1119) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. POP CHORD SHALL HAVE PROPERLY AIIACMEO SIROCIIi"AL PANELS ARD BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED `• R1610 CEILING. '^IHPUR T ANT - •FORMtSN A COPY Of lilt DESIGN TO IFIF INSIALLAIIGN CONFRA(TGR. ALPIN[ ENGINEER. I �•,* PRODUCTS. INC. SMALL M01 BE RESPOM51811 TOR AM, O(1'IAIIOR FROM 11115 OE SI L'R; ANY fAlLtNll 10 BYIID IP $ )PUSS IN CUNTORMAMC( MII11 TPI: OR FAOR 1E A11 MC,. IIAMDI ING. SNIPPtRG• JOS1AILING A BRACING OF (BUSSES. Sri DISIGN cONIDA"S WI1P1 ArP{IC ABLE P20VISIDMS Of NDS INAIIOMAL DESIGN $PEE, Of A1APA) AND PPI. AI.PiNL �.• C ONNE ETDR PIA115 ARE MAUf Of 10/IN/IGL:A (N.11/t/Y.) AsIM A65) GRADE 6U(60 IN. N/H.S) GAIY. STEEL. APPLY 9O I M P RAMINf.S fi0A PI HIES ID IA", FACE Of IR II55 AND. DNIf SS OI NI NN ISE IMAIfD ON THIS DESIGN, P051 ifl LR D 1 E. ANT ItlSVEEIIOR UT PIAIIS TDLI ON[U QT III SIIAI I. 111 PER ANII(X A3 01 111, 11Di 111.1. A SEAL DX IRIS GR ANING IYIII(AIES ACCfP)AMCI Of PP.OFFSSIANAI IMr,IIIFFRING RTSPDMSIRTI Ply SUIEI.T IIIN lilt ]ROSS r.OFFPOMEN) O15TGN 5W(I THE SIIIIARTLIPY AMD USE 01 IHIS EOMPURtRI TON ANT OUILD196 15 lot NTSrUXSIBIIZ!'�Gf 111E RIIlID1MD OESIGNI■ PlR ANSI/IPI T SIE. 1. Nov _J�,17-5 14 T, R=856 U-250 W=4" 1 �'• FL 1 R - Scale=.3125" Ft. TC LL 20.0 PSF REF R081-- 45306 C• �••• •.' TC DL 7.0 PSF DATE_ 11/09/05 V _ BC DL 10.0 PSF DRW MCUS11061 05313AXB * 'k BC LL 0.0 PSF HC ENG GOL/WPF STATE OF r TOT.LD. 37.0 PSF SEON 18550 Al d[s7o ........ D U R F A C 1 .25 FROM AS SPACING 24.0" JREF- 1SS1081.-ZO7 1 64644 sus / 2879C ( ) 12B A6G ) i III IS PWU PRCF.nRL) IRIM CkAiN ILN INPUT t1.UA0� 6 Ui11L NS1GII>) :ObhIIiEU Gi IRtl+., Iil it. lop chord 2x4 SP 112 N BoL chord 2x4 SP [12 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 3 10 3 -t 3X8(B1) 120 mph wind, 19.34 ft mean hg1,, ASCE 7 02, CLOSED bIdg, L.ocaLed anywhere in roof, CAT 11, EXP B, wind TC DLz4.2 psf, wind 8C DL--5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. #1 hip supports 7-0-0 jacks with no webs. 4X1O= 2X4III 4X10= 3X6(B1)= 1 -o01 Lam_ 7-0-0 I 9-2-0 _1_ 7-0-0 _I R=1755 U-533 W=4" IPLT 1— ALPINE _1 Alpine Engineered Products, 1 0 Marley Drive Ilainee Chy. FL 33944 23-2-0 Over 2 Supports (84644-51.15 / 2879C ( ) 12B Design Crit: TPI-2002(STD)/FBC Cu/RT=1.00(1.25)/10(0) 7.22 'WARNING-- IRUSSES R[UUIRL fA1REH( CARE IN IAORICAI ION, HANOI 100. SHIPPING. INSTALLING AND BRACING. RErf.R IT, 8CS1 1 A3 (NUT 1.01NG COHPUNr NI SAFETY IN/ORHAIION). PUDL ISIIED BY 1P1 (TRUSS PLAT( INSI IIUIE. 583 D'D"" IO DR.. SUITE 200. NADISUa. WI 53719) AND WICA (MOOD IRUSS COUNCIL Of AMERICA, 63DO ENTERPRISE IN. MADI SON. YI 51719) i0R SAI f'IY PRACIIf.ET PR 10R 10 PE RT ORMING TN[S[ FUNCTIONS. UNLESS OIIN RYI SE INDICATED. lop CHORD SIIAI.t NAYE PROPERTY AT IACIIED STRUCTURAL PANELS AND MINN COBALT SHALL HAVE A PROPERLY Al1ACNL0 BIG 10 CEILING. '•IMPORTANT—FIBINISH A (OPY Of IRIS DESIGN TO Ilff 1NSTAE1A1104 CUNIRACTOR. AIPINr f11G1NEERID PN OOUCIS, ItlC SHALL NO1 81 Rt SPUNSINIE Top ANY D(VIAIION FROM ]HIS UESIGU; . ANY *AILUNt IU NU LLD IRE I NUSS IN C.OMiDRHANCI YII)1 IF'I: OR FADRICAIING. HANDLING, SHIPPING, INSIALLING 6 00.ACIR(. B, IN USSf S. 11ESIGN CONFOBTIS NIIH APPLIT.I.N1.0 PROVISIONS OF ITO$ (NATIONAL DESIGN SPEC, BY Af APA) AND IPI. ALPINE CONNECTOR PLAi(S ARE MADE UI 2U/I0/16GA (Y,H/S/I:) ASIM A65.3 GRADI 4O/60 IN. R/0,51 "IV. $,Ill. APPLY PLAIIS ID WIT 'ACE DF IPIISS ANO. UN I.(SS II I I1f RtlIS( lUt Al[D Op I111S DESIGN, POSITION PER DRAWINGS 160A 2. ANY INSPE(IIU'/ DI PI AI(S IOILONIO NT II) S11AII DE rIT AR PIS A3 OI IP11 2002 SEC.3. A SEAL ON IBIS DRAWING INOICAI(S AL:CEPTANC( OV PNDr(SSJUTIA, . Fpr.lN(ER ING RI SIUNT1011. ItY SOLELY FOR TIH MISS COMPONENI DESIGN $HU... IHC SUIIA"IIIIY AND USE UI THIS CUHPOp[NI TOR A01 RIIILOIYD IS I111 R(TPDRSIRIIIII OE IHE NI111DING OrSl,iNIR "A ANSI/1IT 1 SIC. 7. 26 A6G) 0 91 LRxRrxl� �.s I N 6 1 * t 7 Ai TONAL t Nov' + 17-5-14 R-1698 U-500 W=4" rLI-/II-/-/rc/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0_0 PSF TOT.LD. 37.0—PSF DUR.FAC 1.25 SPACING SEE ABOVE Scale=.3125"/Ft. REF R081-- 45307 DATE 11/09/05 DRW1 HCUSR081 05313AXH HC-ENG WPF/WPF SEON 14660 FROM_BJW JREF- lSS1081_ZOI THIS UHG PRLPARLO IR01A COMPUTER INI'UI (LOADS b UIMLIISIUN:i) SUB141IILO 81 1RUSS HIR. ( 041344 7U7 ) 40/tIL 1 ) 1413 _ At,f ) lop chord 2x4 SP #2 N Rot chord 2x4 SP #2 N Webs 2x4 SP #3 Refer to drawing GE 003 or lIC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 (A2) _ 4X4= Boston Hip 2' Setback 120 mph wind, 20.04 ft. mean hgt, ASCE 7-02, CI.OSFD bldg, Located anywhere in roof, CAT 11, LXP 13, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Dead loads are stated on projected horizontal area basis. 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. Deflection meets L/360 live and L1240 total load. YAY- 4X4 (AZ) 1Y 0J 11 0y0 9-10-0 I 7-6-8 _I_ 2 -3 -8 _I 19-8-0 Over 2 Supports 11=•933 U=291 141-8" R-933 U=291 W=4" 17-5-14 5-3-3 Note: All Plates Are 2X4 Except As Shown. (84644-5U5 / 2879C { ) 12B AG7) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.0918. {[p1[I[EE FL 1 R Scale-.3125" Ft. ALPINE L --' "WARNING" TRUSSES RIOUINE ERIR[Mf CAR[ IN FARRICAIIDN. HAND[INC. SHIPPING, INSIAL1100 AND UPACING. N[f(a 10 REST 1-01 (BUILDING COMPONENT SAFtIT torORMA119N), PUBLISHED OY IPI (iouss PIAIE 1NSIITtru. Snl D.0.01910 HA.. SUITE ZOO. HADISUN. NI $1119) AND MICA (HOOD TRUSS COUNCIL Of AHERICA, 6.100 FNI[RPRIS( to. „AOISON. N1 S1719) FOR SAICII PRACTICES PRIOR 10 PERFORHING tHISf fURCTIONS. UNLESS 01HERRISE INDICAI(D. 10P CHORD SHALL NAY[ PROPERLY AIIACIIED SIRUCIURAI PANELS AND 1101104 CHORD SNAIL HAVE A PROPERLY A11AC11(D RIGID Cf It IND. `*IMPORTANT` Ar ONN1511 A CnPY 01THIS DESIGN TO 111E INSTALLATION CONINACTOR. AI PINT: [R61 N1:IR(D PROOUCIS. INC. SIUII N01 01 aESPONSIULE FOR ANY D[IIAIIOR INUR 11H S U[SION: ANY FAILURE 10 BUILD IN, 1NUS5 IN [PRrHRHAN f HIM IPI: w FAUNICAIINfi. HANOIIxf,. SNIP9IMG. lNSIAlLIRO R 0X CINO 01 IRVSSCS. DESIGN CONFORMS N1111 AP PI If, AD PROYISIU NS OF ADS IRAI IONAI. D[516N SPf. f., DY AFAPAI AND IPI. ALPINE CONNECIOR PLAI[S ARE MADE 01 ZD/I8116GA I14,11/S/K) ASIN A65D GNAD( ND/GU (N, K/)1,S) OALY. SI(L.I.. APPLY PLAIFS lu EArll I'ACI OF 1NUSS AND, UNI.r" UrNIRHISE IF"'AT10 OX I11S DESIGN, Px$I11nN Pro DRAWINGS IG1f,", ' ...... ; .� AS •' • - � 2 2 •i t L L * 1 s A j $y t •o'; STATE OF •.;c(OR`OP. T C L L T C D L BC DL F BC L L -._--- T O T. L D. 20.0 . 7.0 7 . 0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 0 8 1 - 45308 DATE 1 1 / 0 9 / 0 5 _ _ DRW ucusrlost 05313AxQ H C- E N G DR/DR ------ -- ---- S E O N- 14664 R E V — DUR FAC 1 25 FR0M QL)WAlpine - - -. L-1 incered Products, InsN 1 0 Marley Drive 11aines City, FL 33844 �,A 1 111/11110/1 Of PIAIES IDIL"N1.n UY (11 SUA71 "t PIN ANN11 Al 01 IPII'ZOOZ S11, , A SLAL nn LI I DaANlxr 1xD rcATts nretrlAnrr of Panr[sx InNA1 TNr.I xrtalNr, a(xoxxslnu uY sa nr rna nN 1Russ col+Pnxl xl Ot"GR SHU.". THE SUIIAUII. IIY AND USE 01 IIIIS COMPUNLNI FOR ANY OUIIIIING IS IN[ RESPONSIRI""' OF IN( RuILDINGDISIGNtR PER ANSI/11'1 I SrC. z. 27 •' I•\ a ••••'•� Nov 1"'rk1 --- SPACING SEE ABOVE -- _ JREF- --- 1SS1061JO7 F1. Cedificale DL Authorization 8 567 I RAGAA LIM / 9A7CI1` f 1 72R - r2 1 III i', 00I,'Vk LPARLIi IP.0M1 LUMPUILR INVUi (LUAUS 6 DIftNSiONS) SUM II ILO BY IkU,, Iif ff. Top chord 2x4 SP 112 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 4X4= 0-5-1 120 mph wind, 15.00 ft mean hgt, ASCE 702, CLOSET? bldg, not located within 4.50 it from roof edge, CAT 11, EXP B, wind TC D1.-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. 9 0-0 04 (F1) = 4X8- 2X410 t�y�E 14-6-0 11-2-0 9-6-0 7-4-0 6-8-0 6-8-0 NE 20-8-0 Over 3 Supports BN '1 R-571 U-180 W=8" TYP. Wav t _ ALPINE Alpine Elpineered Products, 1950 Morley Drive Haines City, I'l_ 33844 (84644-51,15 / 2879C ( ) 12B Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7.2 "WARNING'* IROSSES REOUIRE 11104ME Car IN IABAICAIION, HAUCR ING, SNIPPING. IUSIALIINC, AND BRACING, REf[R 10 SCSI 1 03 (FHIItDING COMPONENT SAf(IY INFORMATION). PURIIStU0 BY TPI ITRUSS PI.AI[ IYS11111If. 583 O'OUDf R1O DR,. SUI IE 200. MADISON, NI S3P19) AND MICA (WOW TRUSS COUNCIL Of AMERICA. 6300 (NIERPAISL 14. HAD ISDN, WI 53119) FOR SAf[IY PRACTICES PRIOR TO PERTORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IUP CHORD SHALL HAVE PROPERLY by I ACHED SIR OCIUAAL PANELS AND U07TON CHORD SHALL RAPE A PROPERLY AIIAC14ED RIGID CEILING. `^IMPORTANT'"IURNISD A Copy Of THIS DESI6a TO 711E INSIAI.t AiION (UNIRACIOR. All'INl 1.61U(til ] PRODUC)S. INC. SMA(l NO1 BE SESPONSIBL( FOR ANY UEPIAIIOR FROM !Ills D[SIGN: ANY IA ILIIPE EO DOIto II TRUSS IN CONTMMARf.I Will,Irl; UH IAUNIC AI, do. NAUDI 106, S111PPING. IOS[At11NG A RRACING OF IRUSSIS. OES, GO (WORMS WITH APPt11:A0ti PROVISIONS of ir)I (NAtIONAI O(SIG11 SPIC. BY Af APA) AOO'Pi. Al PINE (ptlRE 1.1 O11 PIA I($ AP[ MAU! DI iU/IB/iGGA (N,H/S/Y) AS1M A653 GRAGC AU/f•U IN, W,..S) GAT. Y. SI[)l. APPLY PI AI(S IO EACH IAII Df IRUiS ApD. Utll(SS OI OE PWISI .11CAIED ON THIS Ot SIGM, POSITION PER DRAUIUGS 160A 2. ART I11SP(C11ON Ol Yf A1ts fDtlpWFO 0, 11) SIIA(l BE VIP —[' AJ OF IPII AOOZ SEC.3, A SLAT HN IIII$ 'DRAWING 11101CAIFS ACCIPIANCE UI PPOIE SS I OVA{ tgGIY11:R ING RI. SPHtl S IAII ITT SOLELY IIIR 701, IRHSS CUMPDY(Nl VIS Ioil SMOWN. Ilit "IIa IIIIT AMU USI Of IIIIS CDMI'ON[RI (UP ANY DUII.OING IS IN[ Afspo"SIO1ttilf O1 IItE OUJE111NG UCSIGNIR PER ANSI/IPI 1 SFf, 2, 28 R=843 U-180 W-4" R=170 U=180 W=4" C2) 6-0-1 091 0 Y:1 FL 1 R - Scale=.3125" Ft. $ TC LL 20.0 PSF REF R081-- 45309 DATE 11/09/05 '•tiv TC DL 7.0 PSF Quo 6 12 i BC DL 10.0 PSF DRW 1-11CLISR081 05313AXS HC _ENG GDl /WPF ` BC LL 0_0 PSF -V'-. STA OF _— - p TOT.LD. 37.0 PSF SEQN 18570 s`s7aNAlU DUR.FAC. 1.25 FROM AS Nov Y`i" SPACING 24.011 JREF- 1SS1O81.-ZO7 ( 8464-1 5U5 / 2879C ( ) 128 CG1 ) IIIIS UK IIREPARLD E,RUM COMPUIER INPUT (t UAUS 6 DIMENSION',) SUNMII ILU BY IRUSS III R. lop chord 2x4 SP #2 N But chord 2x4 SP 112 N Webs 2x4 SP y3 SPECIAL LOADS --- (LUMBER DUR.FAC.=1.25 / PLATE U1JR.FAC-==1_25) TC from 54 PLF at. -1.00 to 54 PLF at 3.00 TC From 137 PLF at 3.00 to 137 PLF at 17.33 TC From 133 PLF at 17.33 to 133 PLF at 19.33 TC From 108 PLF at 19.33 to 108 PLF at 20.33 BC From 20 PLF at 0.00 to 20 PLF at 3.00 RC from 47 PLF at 3.00 to 47 PLF at 17.33 BE rrom 44 PLI- at 17.33 to 44 PLF at 19.33 BC From 40 PLF at 19.33 to 40 FILE at 20.33 BC 43 LB Conc. Load at 3.00, 17.33, 19.33 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attach Deflection meet 7- 120 mph wind, 15.00 ft mean h9t, ASCF 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 0, wind IC DI--4.2 psf, wind BC OL-5.0 psf. Dead loads are stated on projected horizontal area basis. 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. Refer to drawing GE-003 or UC26294035 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. 4X4 = Bottom chord checked for 10.00 psf non concurrent live load 4X4= 4XB= 5X5= 4X8- 2X4(A1) R=208 PLF U=44 PLF W=14 8-0 Boston Hip 3' Setback 20-4-0 Over 2 Supports Note: All Plates Are 2X4 Except As Shown. (84644 5U5 / 2879C { ) 128 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.2 ••NABNINS•• 11USS{I Rl0U1R1 11111.1 CARE 1N IAUIICAIIOM, AANDI. ING. SNIYPIMO, INSTALL iNG AMD URAI.IMG. RCf{R IO BCSI 1 03 (BUILDING COMIOACMI SAIEIY INFORMATION). PUBLISIUD BY TPI (/MUSS Pl Alf INSTITUTE. 583 D'DA3f N10 DR.. SUIif 70D. NADISDN. M1 53719) AAD NICA INODO IRUSS CDUMC IL 01 AN{RICA. 130D EM IENPRISE IN. NADISUN, NI 51119, 1O1 5Mf)l PR ACIICES P11OR 10 P[AFORM)MG 1MESE CUMf.110M5. UNLESS 0111CRNISI IND ICAIED. IUP _N01D SIIAIL UAll MI{AIL AITACNEU S1RUC)URAI IABEIS AMU BOIIOM CNORD SDµ,L NAME A PROI(If AIIALNf R 1613 CE II ING •'•IMPURiANTN4uRM1sA A COZY 0f III15 DESIGN 10 TUC INS T Al1.AIlUN COAINACIOR. µPINE [NGIMCEA ---....I ALPINE PADDUCI5. INC 5UµL N01 BI AESPUNS1011 FOR ANBEIII A110M IRDM IMIS DfSIGN: ANY 1AI1(WI 10 Doi toIN IIIISS IM COIfIIIN"Ilff 411N 111: NP 1APPICAIIIN:, NANDk ING. SNIPPING. INSIALLING S DPACINS W IRU55E5. D{SIP.p 1DNf 011TS NI111 AMICABLE PROVISIONS Of pD5 INAlI11N Al A{SII.N SP(( OI Af APA) AND TPI. ALPINE' Cfllltl[CIO PIA115 AR[ MADI RI PD/IA/16GA IM,II/S/A) ASIM A1S3 0AUE AO;60 IN, R/11. 5) GAI Y. SI[11.. APPLT II A TES ID IACU FACE of MISS ANTI• IINIISS OIII(AUISI. lAf AIIII ON IIIIS O[510N, POSIIIUN PEA DRAIIIMAS 160A 2. Alpine L"npineerul Products, 11) I45U MRFI Q lVD �` 2ninaCify,FL. 33844 `ApT IpSPf :IIOr1 DF PlA1ES fOl lOM1U Of (I) 511A/1 BE PEN AIIN11 A3 OI IP11 .1101 511.3. A SLAt ON IIIIS OR ANIpr, INDI[AICS ArCIPIAN{F Uf I■PI'(55,B.AE ININr[RING RE 5n UN510111tY 59l[l1 FOR IIIf IPUSS [DNPIiNf tll OISIGN SINMN. INl SNI1ANIl IIV A" USI OF INIS CUMPUULNI FOR ANY MUIIUING IS IIK RESPONSIMIl11Y W' IN[ RUIIDINC.IUSII:NfR ff1 A1S1/TPI I SEC, t. 29 - CG1) 0.0911 6-0-1 4X4- T 1-5-1 9-0- r 1-3-8 _ R==490 U=180 FL 1 R - Scale -.375" Ft. rtG IVSA 20.0 PSF REF R081-- 45310 TC DL 7.0 PSF DATE 11/09/05 No. Z 12 BC DL 10.0 PSF DRW HCUSR081 05313AXJ HC-LNG DR/DR BC LL 0.0 PSF STATE di= _ SEON- _ 14667 Ac O------- OT.LD. 37.0 PSF ' '1ONA1 "f-�-es UUR F A C - -- __._-._ 1.25 - FROM ------ 8JW _ ---- - SPACING SEF ABOVE JREF- 1SS1081_ZO7 ( 84644 505 / 2879C ( ) 12B 81 ) THIS UNC PREPARED fROM C014PUILR IHPOI (LUAUS & DI ME Lis IONS) SU 8MI IIt.0 BY IRIISS oI P. Top chord 2x4 51) 112 N Bot chord 2x4 SP #2 N Webs 2x4 Sit y3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. SHIM ALL SUPPORTS TO SOLID BEARING]. 941 0-5-1 1 4X4(F1) 120 mph wind, 15.00 f1. mean hgL, ASCE 7 02, CLOSE) bIdg, located anywhere in roof, CAI I1, LXP 8, wind TC DL-4.2 psf, wind 13C 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. 2X411I 11 0-01 9 0 i 17-1-0 Over 2 Supports _I R=685 U-180 W==8" R=668 U-209 W-3" +1762 +9 0 n (84644 51_15 / 2879C ( ) 12B B1) Design Crit: TP1-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918. OTY:25 FL 1 R Scale=.3125" Ft. '•MARRING•• (BUSSES REBU1Rf E7IREML CARL IR f"RICA1TGN. "NOT IK. SHIPPING. INSIALtING AND BRACING. &Er ER to 0051 t 83(OUT LOING COMPONENT SAFETY INFGRMAIIDN). PUBLISHED BY 7P1 (11OSS PLATE INSTITOtt, $83 0' ON OfNIO Iot_ SUITE 200. MADISON. SIT S3719) AND MICA (ROOD TRUSS COUNCIL Of AHIRICA. 6:100 ENTERPRISE IN. MAOISON. NI 51719) FOR SAf/1Y PRACTICES PRIOR 10 PIRrURMING THESE rUMCT1OM5. unts1 ou[ftNISI INDICATE., /A, (- ' `�.•'• �. ` �•• •� TC LL 20.0 PSf T C D L 7.0 P S F R E F R O8 1 - - 45311 —'- DATE 1 1 / 0 9 / 0 5 ALPINE 101 CROWD SMALL MAYS PNDIERLT AT7ACIED SIRUCIBRAL PANELS AND ..IT. CIIOND SHALL HAVE A PNOPFRLT ATTACHE. RIGID C[ILING. A AIHPORTA)ITA r,N1NISR A COPY Of THIS DESIGN TO IRE INSIAI LAIION CONIRwC 109. ALPINE ERF,INEEREO PBl7DUCiS. INC. SNALt BIT BI BFSP.0518LI f0R ANI Elf "AllON FROM InIS DESIGN; ANI FAILURE 10 BUILD lot INU55 IN f.ORlONMANC[ N1111 111; OR IABPICAIING. HANDIIRG. SIIIPPJRU. INStALLIBG B BRACING Of IRUSSES. DESIG.N CONIONMS NI111 APPI.ICARLE PROVISIONS Or NDS INA/10NAL OtSIGM SPEC. NY AtLPA) AND IPI. ALPINE (GNNECIOR PLAITS ARE MADt Of 2D/18/IGGA (N.11/S/K) AS1M A653 GRADE 40/60 IN, K/II.S) GAT1. SIELL. APPLY PIAIES lO (AC)1 FACT Of 1R115S AND. UNLESS UIHIRIIISE EM:A7LD ON IIIIS UISIGN, PUSIIIGH PER DRAWINGS 16DA 2. "- � : : � . TATE OF •; • f1�:• • VP BC DL 10.0 P$F /� B C L L 0.0 P $ F TOT . L D . 37.0 P S F DR W HCUS11081 05313AXZ H C - E N G G D L / W P F _--- S E O N - 18576 --.- __-_ ..__ __ _ OUR . FAC . 1 .25 -----'---- ----- SPACING 24.0" _�._ �-.. FROM AS --^------_-'- "-- ---'---- JREF- 1SS1081-ZO7 - Alpine 1 n u)eered I'Eoducts, !n I� Maz orivE •`'] IlainosCity, F1.33844 FL C.0i6cate of Auttlotizati n 567 ARY IN SPEClION Or PLAITS fOtIDU1D 01 (1) SIIAtl BE Pill ANITA A3 DI IPTI 21N12 SEC.3. A SLAT DN IMPS BRANINf. IN9ICAlES ACC[rlANff W PRO(fSSIOMAi /Rf.INILPIRG RfSION51RIlIIY SOLELY IOfl IIU iRI15S COw'ONfMf DCSIG. SMIINN. ilif SUIIAUII IIY AND PIS[ Of IIIIS COMPONENT !UR ANY BUIt01BG IS TBE AISIONSINII lfr Of IRE BUILDING TITS IGRINPrRANSI/LPT15tf,.7. 30 Sj.„'AI•E�1U� Nov L 84644 5115 / 2879C ( 1 12R RGF ) THIS DWG PREPARED fRON COMPUTER INPIII (LUAUS 3 DIMENSIONS) SUUM ITEII NY IRUSS NIB. Top chord 2x4 SP f11 Dense Sot chord 2x4 SP #2 N Webs 2x4 SP #3 :C5 2x4 SP #2 N: SPECIAL LOADS --(LUMBER DIIR.FAC. 1.25 / PLATE DUR.FAC.=1.25) TC from 74 PLF at -1.00 to 74 PLF at 16.79 ITC - From 20 PLF at 0.00 to 20 PLF at 16.79 A rigid ceiling or continuous lateral bracing at 24N O.C. Must be properly attached to the bottom chord. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Refer to drawing HCUS11081 0130624 and bracing details. Gable end ha horizontal wind loads into the ro Connection and design of these sy of the building designer. 0 5.1 2X4 (Al) 120 mph wind, 15.00 ft mean hgt., ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, LXP B. wind TC DL--4.2 psf, wind BC UL-5.0 psf. Dead loads are stated on projected horizontal area basis. 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. 11c 16-9-8 Over Continuous Support R=98 PLF U=21 PLF 14=16-9-8 9-0-0 8-9-13 Note: All Plates Are 2X4 Except As Shown. (84644-5U5 / 2879C ( ) 12B BGE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave R C RT=1.00 1.25 10 0 7.20.0918 JQ TY I1 FL 1 R Scale L_ ALPINE AI)Ine L'ng in eefeCi Products, In t.:A.:" Alpine 'WoMarleyL)five H."ines City,FL, 33844 Fl. Certif)caLe of Authofization N 567 •" WARNING" TRUSS($ REQUIRE [NIREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO RCS1 1-03 18UIL0INS COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLA11 INSTITUTE. S83 D'OnofR 10 DR., SUITE 200. MADISON. NI $3719) AND MICA (HOOD TRUSS COUNCIL DI AMTRICA, 6300 IN't"PRISE LN, MM)150M, NI 5.3Y)9) FOR SAFETY PRACTICES PRIOR 70 PERFORMING 111E SE IMKIIIINS. UNLESS OTHERWISE IMDICATFD TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80110H CHORD SMALL HAVE A PROPERLY AIFAC RI610 CEILING. `^IMPORTANTAAIUANISH A COPY OF THIS DESIGN 10 IMF INSIALLAIION CONINACIOR. ALVIN[ rNGINEE U PP.000CIS. INC. SHALT. MAI BE RESPONSIUIE TOM ANV OEVIAIInN IN- IHIS OISIC.N; ANY FAll MR1 10 6111110 1 ;RU55 IM F.ONIORHANF.E WAIT TPI; OR FABRILAIINU. HANIILINY,. SHIPPING. INSTALLING 6 BRACING OF IRUSSIS DESIGN CONIONMS Will' APPL ICANLI PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AISPA) ANU 1P1. ALPINE FHHNEI'ION PLATES ARE MAD[ OF 20/Ifl/W 1N.N/$/CI AS TM AGS GRADE dll/6U I"' N/II,$) GALY. SILEI. AYPLY PLAITS FO EACH FACE OF /BUSS AND. UNI.1'SS O711F R III SC IDEATED ON IN IS OESIGII, POSI110N PER DRAWINGS )60A-I. ApY IMSPTC7I ON DI PLA111 10LLONFD NY 11) S11n11 Of PIN ANNfi A3 D1 IP11 2OHP S1C.3. A SEAT 0M IH)S DNAHI4 IND If.n1IS A[f.t PTAptC Df PPOFf SSIONM. ENGINEERING RE (PUNS IHIF ITY SOILI, TOR 110 IRUSS COMPONENT U[SILII SIIUNN. IIII SUIIA81lIil AND USE OF I111S COMPONENT FOR ANY BUILDING I$ IIII RISPONSIUI• •V 01 111E i BUIIDING DESIGNER PER ANSI/IPI 1 SF... ). 3 1 ' -n ` {7 •• v` • MQ 522 2 •�� eT • A •• ��• _• •••••w P:' CCC/// n�O R,p `•• �`r�ONAL G\� Nov 11P-'-'V9"- 20 .0 P S F T C D L 7 . 0 P S F BC DL 10.0 PSF LL _ 0.0 PSF - C l OT . LD 37 0 PSF —_ T.- U----- 1. 2 5 --- — --_-- -_-- SPACING 24.D" R E F R 0 8 1 45312 DATE 1 1 / 0 9 / 0 5 DRW MCUSR081 05313BTD I, TIC -ENG MAC/DR SE ON 14825 FROM _C U M_ ( ( /� ) JR EF lSS1081_Z07 ( 84644 5U5 / 2879C ( ) 120 BIGE (HIS 0146 PRLI'ARLD FROM (OMPUFL.R INPLII (LOADS 6 DIIit NSIORS) ::UIIMIIIED BY IRU:,:, Ii1B. lop chord 2x4 SP #2 N Dot chord 2x4 SP #2 N Webs 2x4 SP #3 SPECIAL LOADS - - - - - (LUMBER DUR.FAC.-1.25 / PLAIE DUR-FAC.-1.25) 1C From 54 PLF at -1.00 to 54 PLF at 7.35 TC - From 113 PLf at 7.35 to 113 PLF at 16.79 BC from 20 PLF at 0.00 to 20 PLF at 16.79 head toads are stated on projected horizontal area basis. A rigld ceiling or continuous lateral bracing at 24" D.C. Must be properly attached to the bottom chord. bottom chord checked for 10.00 psf non -concurrent live load. REFER 10 DRAWING HCUSROBI 01306184 8 241 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. 120 mph wind. 15.00 ft mean hgL, ASCE 7-02, CLOSED bldg. Located anywhere ]n roof. CAT II, EXI' B. wind IC 01.W4.2 psf, wind BC D1-5.0 psf. Right end vertical not exposed to wind pressure 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. + Member to be laterally braced for horizontal wind loads. Bracing system.t.o be designed and furnished by others. Deflection meets L/360 live and L/240 total load ADJACENT ROOF PLANE 12X14= 5X5% // \ 2 X4 31 + - 1 6 F— ; 5-5-14 0-5-1 i _ .i 4 6 (R) IU + ��\\ 3 + g 04 (F1) 1-0 0 7-4-0 6-8-0 2-9-8 j= 16-9-6 Over 2 Supports R-578 U=180 W=8" 2X4111 3 3-15 14 5 14 +9-0-0 11-509 PLF U-107 PLF W-=2-6 0 Note: All Plates Are 4X4 Except As Shown. (84644 51.15 / 2879C ( ) 128 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cg/RT=1.00(1.25)/1O(0) 7.2 •ANARNING*A IRUSSES RIOUIRE IEIREHE CARE IN FAORICAIION, HANDLING. SHIPPING. INSIALt ING ANIF BRACING. REF" FU 6C51 1-01 (BUILD LNG COHPON[MI SAFIIY INf f1NHAllOtl), PUOLISII[D .1 FIT (INUSS "All INSIIIUIT. 5B3 p'ONNf R10 W.. SUI IE IDO. HAU ISDN, YI 53719) AND META (WOO TRUSS COUNCIL Of ANERICA. 6300 ENTERPRISE IN, HADISUR- N[ S3719) 1. SAf E1Y PNAC' CES PRIOR 14 PERFORNIN6 7NCSf FUNCtIOMS, UNLESS BIHCRNISE INDICATED, FOP CHORD SMALL "AVE PROPERLY A114CHEO SINUCItlRAL PANELS ANO 901I0N CHORD SMALL HAVE A PROPERLY ATTACHED NfGlH CEILING. '•IMPORTANT ••{IIR XISH A [OPT OF IIAS Of SI GM TD tllf IN S1AI.l ATION CDN1R Af Tlip. ALPINE CXf.IN[F Ile PR WUCIS.611A I1, F01 B[ NCSPUNSIMIL TUN ANY OEYIATION FROM IRIS .[SIGN; ANY fXILim[ 10 UU ILO THE ALP 1 N E TRUSS IN f. blli UNHANCI NIIN IY 1; ON IAIIN ICAIING. IIANUI. IRG. SNIPPING. INSIAll INf. A NR ACING III IMR>5I.S I'---'- OFS1. EONf ONNS XITU APPl...AN1.[ PRDY ISiRNS Of R05 INAIIONAI DESIGN SPCC. BY AI'APA) AND IP1. ALPINE CDMNtC1OR PLAYS "I HAMI 01 IO/18/IC+fM (N,N/S/NF ASIH A653 GRAOI •0/60 IN. A/11,5) GALY, SIEEt. APPLE PIA1fS TO EACH FACT OF ' TRUSS AND. UNI.f SS 011HAPP10 IOCATED DN THIS OFSIGN, PU51110N PfR ORAMIN6S I60A-I. ANY IRSPECIION Dr PLAI[S FOtLOHED BY (1) Sf1A(l UL PIR ANNI1 A3 Of IPII IUIII SEC.3. A SEAL UR THIS ,J {n r Alpine EnQNleered PTO(1l1ClS, Ili ORAYIB6 INUICAII.s ACCIPIANCI. Of PADILSSIONAt I"GIRL I.p LNG RISPONSIBII.IIY SOICLI FOR I'll INIISS CONPOtllNI ]9iD Marley I)I UI 511:N 511BNN. THE SVI IA011111 AND III III 11115 C0.1MON[NI FOR ANY OU II DIXG 15 TIME R[SPONSIB II!'"�U( THE IF inesCity,PL -13844 rf f'An76A"IA Af AIHiw YDtinD H S67 BUI/DING DFSIGNER P{R Atl51/IPI _ 81GE) 191 0TY:1 FL 1 R - A, sF 1 TC LL 2.0.0 PSF v •s, TC DL 7.0 PSF 2 BC DL 10.0 PSF OP ,• BC LL — 0_0 PSF �7 •.r :` TOT.LD. 37.0 PSF : FP.0 . 1 .25 ss70NAlL~ 6 Nov 1 r"" ' _OUR SPACING 24.0" 8-9-13 Scale=.312511/Ft. REF R081-- 45313 DATE 11/09/05 DR W HCUSRO81 05313AX4 HC-ENG WPF/WPF SEQN- 18547 FROM MLR_ JREF- 1SS1081_-ZO7 IHIS•DWii PRLPANEU 1 (RUM COMPUIIR INPUT (LUAUS & DIMENSIONS) SUBMIT IEU BY IRUS11 11111 t bzib49 bUb / Lu/9C ( ) 1Z8 LIIiL ) lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Refer to drawing GE 003 or HC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Bottom chord checked for 10.00 psf non concurrent live load. 0-5 1 i 4X4= 120 mph wind, 15.00 ft. mean hgt, ASCL 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 13, wind TIC DL°4.2 psf, wind BC DL 5.0 psf. 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" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L1240 total load 2X4 (A1) = 2X4(Al )= I a-n-n I a-n-n I R=81 PLF U=17 PLF W=16-0-0 16-0-0 Over Continuous Support Note: All Plates Are 2X4 Except As Shown. (64644 5U5 / 2879C ( ) 12B LICE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 u{�Wa FL 1 R - Scale =.375" Ft. —WARNING— � TRUSSES REOUIRE EXTREME CARE IN LABRICAIION, NANDI. INC. SHIPPING. INSTALLING APO BRACING. DEFER TO SCSI 1.01 (OU11.01NO COMPONENT SAFETY INFORMATION). PUOLISIHU BY TPI (TRUSS PLATE INSTITUTE. SP-,1 O'DNOFRIO DR., SITI TE 200. MADISON. N1 11719I AND PICA 1N000 TRUSS COUNCIL Of AMERICA. 6,I00 INTERPRISL LA. HADISON, "1 $3719) f.a SAfEI,PRACTICES PRIOR 70 PERFORNING THESE FUNCTIONS. UNLESS OTHERWISE INOICAI(O, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY Ar1AC11(0 RIGID CEILING' �/ S w A (� �:, NV• 2 i T C L L 20.0 P S F T C D L 7.0 P S F BC DL 10.0 PSF R E F R D E3 1 45314 DATE 1 1 / D 9 / 0 5 DRW HCUSR081 05313AX1 l. _ ALP I N E AlpineErl i)eeredProducts,ln� I BMBICYI)rive nDilMsCily,FI.33844 CertificatefAm Yl io N567 '"IMPORTANT"•IURx11R A COPY Or THIS DESIGN 10 INC INSTALLATION CDHTRACTDR. ATTIRE [X>INEFR(O--- Pflr)DU[75. INL'. SNALI tl01 BI NESPONSIRLL IOR ANY DEVIA11O11 IRON THIS DESIGN; ANY LAILHNE Il) BUILD INE I N1155 111 CONE DN MANEr PITH TPI; OR IABRICAIING. HANDLING. SNIPPING. INSTALLING R BRACING Df IRUSSf S. DF SI GN CIHIF URNS WI ill APPI Ir. ADIC PROT ISIDNS UI ADS INAI IGOAI. D(SIIWI SPf C. OT AT TPA) AND TP 1. ALPINE CONN(CTUN PLAITS ART HAI)( OF 7l1/10/16F.A 1W.HIS19) ASIN A6S3 GRAU( 40/60 IN. R/H.S) GAL'. SIEkI. AI'PlY PEWS F.S TO EACH FACE Of TRUSS AND. UNITS$ DINIRHIS( LOCATED DX 1111% DESIGN. POSIIION PER DRAWINGS Ir.AI- ANY INSPfi1ION 01 PLATES 1'01iIAHED BY (1) SHALL BE PEk ANNEX A) 01 IPII. 2002 Sf C.J. A SEAT DR )HIS AWINGINO1CAifS AC(LPIAOClOfPNOFLSSII)11A1[NGINTIkItlGRESPI)NSIfl1111Y $plflYiDR1111I.H"COMPON(NI OE SI GN SONWM. THE SUIIA111t 1tY nxU OS1 Of 111I1 CMII'DNl:xl FDA -1 BUILDIxG 11 THE RISPUNSIUP "• nr IHL 0111LDI.GH(SIr,NFRPER ANS111P1ISri '.2. `33 �'� TA E OF ,P ",� w� A.. .. Q p1Q .%_. R�� ....... PNn..All, No�]'4NNNa`S B C L L 0_ , 0 P S F - _ TOT _L.D _ _37.0 PSF H C. - E__N G DR/DR — 14603__ OUR.FAC. 1.25 SPACING 24.0" _SEON ' FROM CDM JREF- lSS1081_Z07 ( B4644 SITS / 2879C f 1 129 - I2 ) MIS i1WG'RRENAAk0 iFk0N COMI'UIF.R INPUI (LUAUS I DIMENSIONS) SUBMIIILO BY IRUSa 11IR. Top chord 2x4 SP 112 N Bot chord 2x4 SP 112 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 0 5-1 1 6 I __ 2X4 (A1) 4X6(R) III 2X4 III 120 mph wind, 15.00 ft mean hgt., ASCF 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXIT 8, wind TC DL-4.2 psf, wind 8f. OL'=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. —1 6 2X4 (Al) 1I O ool 11- B-0-0 I B-0-0 _I R-646 U=180 W=8" 16-0-0 Over 2 Supports (84644-5U5 / 2879C ( ) 12B L2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.09 ••WARNING•` TRUSSES REOVIPE EXTREME CARE IN FAHRICAI)ON, IIANOL ING. SHIPPING, INSTALLING AND TI MING. NETEN IU NCSI 1 03 10 UILUING COPU'OKNT SAF(IT INFORMATION). PERFUMED BY (PI (TRUSS PLA7[ I0511191f, 583 D ONGFRIO DN.. SUITE 200. "Olson. NI 537)9) AND MICA (MOOD TRUSS CDON[IL OL A.EBIC A. 6300 (NICRPRIS( to, ve .•`f• V NADISON. NI 5:)7191 FOR SAFETY PRACTICES PA TOR TO Pf 0.f ORMINU ;"HE'S' FUNCTIONS. IINI. ESS OTHERWISE INDICATED. IOP C.ORU SHALL HAVE PROPERLY ATTACHED STR UC/URAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. `^IMPORTANT•*I u11HIs1I A LDYY Of 11115 DESIGN 10 INSI IHI CDESIGNIDR. ALPINE ENGINEERED *: r = ALPINE I" -- -. ETHEII IND. P:HHEC1,. IYC. SHALL N01 B[ NESPONSIBLE TUN ANY U(YIAIION 1"ROM 11II5 DE STUN: ANY rA1l URL ID BUIID 111E Ill USS IN CDY(00.NAN C E. NE IN IP i; DR IABA IC AI I NO. HANOI. JAG. SHIPPING. INSTALLING 1 BRACING OF TR USSf S. RC SIGN CONFORMS HI 111 APPL ICAOI.I PROV ISIDNS OF ADS INAIIONAI. DE S IOA SPEC. 9T AT APA) AND I I. ALPINE rQ ��•, �� Alpine bnQineered Products, P ITl50Marley llfiVC 1IBIIIetC11y,I'I.. 33644 r1. Certificate of Authorizzlion0 In 567 CONNECTOR PLAIE5 ARE MADE OF 20/Ill/1GC,A IN,11/S/RI AST. A653 GRADE 40/60 IN, K/H.S) GALY. Still. APPLY PI. At ISTO (ArA FACT Of THUS.I AND. UNLESS OIHi RHISE LOCATED UN THIS DESIGN, POSITION PE0. ORAHINGS IGOA 1. RNI INSPEI toff 01 PLAI(S FIRMED BY 11) SHALL H[ PER ANNEX A3 OF ME 2DY2 S(C.3. A SEAL ON THIS AWING INDICATES AC. CIY TAM Of PRILI'f SSIONAL INGINI(RIRG RESPONSIRII IIY SDIFIT roll 111E INHSS COPPONINI UfSIGN 51(IINA IIIf SUIIAD 1l 'l' ANTI US( Or IBIS COHPON(RI 111. AHY BUILDINU IS "IT ALI"'N51B13401 BIIII.DING II11',,.In PIR ARSI/IPI 1 SfC. 2. [A w••• • C ItCj,RY �{R 'D� ov 1 R=646 U-180 W=B" FL 1 R - Scale =.375" Ft. IL LL 20.0 PSF REF _R081_ - 45315 TC DL 7.0 PSF DATE 11/09/05 Ut DL 10.0 PSF DRW HCUSR081 05313AXC BC LL 0.0 PSF HC-ENG DR/DR TOT.LD. 37.0 PSF_ SEQN- 14604 DURJAC. 1.25 _ FROM CDM-_ _- SPACING 24.0" JREF- 1SS1081_Z07 ( FAACAA laic. / 9n7Or / , I?IT - ITC II 1 [HIS 01,16 1114PAR111 IRON COMPUIIR iNPUI (LUAUS & U11411SIONS) WWIIIli.0 81 IkU1S HIE. Top chord 2x4 SP y2 N Hot chord 2x4 SP #2 N Webs 2x4 SP #3 120 mph wind, 17.49 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. End verticals not exposed to wind pressure. 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. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3-0-0 1 2 COMPLETE TRUSSES REQUIRED-"� Nailing Schedule: (0.128"x3"..Gun nails) Top Chord: I Row @ 4.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : I Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Dead loads are stated on projected horizontal area basis. Girder supports 17-1-0 span to TC one face and 23-2-0 span to TC opposite face. Truss must be installed as shown with top chord up. 4X4= 4X4= 4X6= 5X5= 2 X4 01 4 X 6 (R) III 4X4= 4X4= 3X8(R) III 2X4 NI 4X6= 6X8= 2X4111 3-0-0 8-6-0 'I`1-10-0� 20-5-0 Over 4 Supports 'I _I R=2529 U=619 W-4" R=3709 U-906 W=4" R=3180 U=778 W-4" R=5768 U--1413 W=4" (84644-5U5 / 2879C ( ) 12B - EGO) Design Crit: TPI-2002(STD)/FBC 'LT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918. umunE (F�LI 1 - R - Scale =.375" Ft. "110..NING"• IAUs5E5 Af O111RE [IIREHF CARL IN 1ABAICAI1011, HANDLING, SHIPPING. INSTALLING ABU BRACING.. � F• TC L L 20.0 0 P S F R E F R 0 8 1 45316 PCfEP 10 BCsI lR) IBUII.D IxO COMPONENT SAFETY INf1RMAlIUY). PUOI ISHFO BY IPI (TRUSS PI ATE IRSIIIUT[. Sel •• -- O'°"OrRIU DR., SUI1L 200. HA:7150M. VI 5,71" AND MICA (MOOD TRUSS COUNCIL Of AHIP IC A. 6JO0 ENTERPRISE IN. f` ", p • y HADIF6B, VI SI719) fOA SAfLIY PRACTICES PRIOR 10 PERFORMING THESE Fburl[ONS. UNLESS OTHERVISF INDICAFfO. V �1 TIC D L 7.0 P S F DATE 1 1 / 0 9 / 0 5 1OP I"BAU SHALL HAVE PROPERLY AIIACHEU SIRUCTBAAE PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED — "'G'° ""'"` {V 2 BC DL 10.0 PSF DRW HCUSR081 05313AXN '•IMPORTANI"•FURNISH A COPY Of THIS OESIGR TO THE INSTALLATION COtlTRACTOR. AIPINE r"I"FIAtO PRODUCTS. INC SNALI an BE AisPONSISI( FOR ANY DfVlA110N FARM THIS DESIGN: ANY fAILUAt 10 BUILD THE j )f BC L L 0.0 P S F _ N C - E N G DR/DR _ :7 N' R HG Of 1AusiF S. • 1PU55 IN LON/IMMHIT. NIIIY ."t OF 0-5 .1 AIINI.. Alto i.e.. SNIPPING- INSLAFA' G A B fl , c OE 51f:R f,UNf nNMS YIFH API•l. If. APL{ IPOYI SIONS 0f NDS (NA710N AI DESIGN 511L. AY AF RPA) Asp TIT. s TE U �' -�� - � -------- ALPINE µ PIRF • TOT LO. 37.0 PSF SEON- 14626 C UNRLC IUD 41 A1E5 AN[ MADE OF 10/18/I66A (M,11/1/[, AS 1H A651 GRADE 40/60 (V, N/11, SI GAI V.. SI(fl. APPIV •• w% I ILA TII TO EACH FACE D1 IAUSS W. UNLESS 011110VIAE LUCA IIO ON THIS OISIGN. 1'05II ION PCR DAAHI-S 160A I. O`[�{�r�------------------ -- --- -----. _. _. ANY INSPECTION Of PLAITS FOILRVEU BY 11) SHALL OE PLR AARFI AT 01 1PI1-7002 SIC.,. A SF AI ON ,HIS ..,_.✓••.•� D U R . F A C 1.25 FROM A Alpine Ei neered Products, III'ORANING INDICATES ACCtPIAMCE DI PPVItSSIUp 1NGINILRI"G RCSPURSIp11 liY 5"It" TUN .,IF 1N055 f,OIBIFpIMI Rp, �1 1 Mmiey Drive HFSIGO SfHINN. IH( SVIIAOILIIV APO USE Of THIS CDHPDXf NI FDA ANY BUILDING IS 111E RISPUNSIRII ITT Of THE �7 --- Haines City, FL 33844 Oil IIo1NG DESIGNER PER ANSI/101 I SIC 7 35 Nov SPACING SEE ABOVE JREF 1SS1081Z07 F i o THIS DWG PRLPARLD (ROM COMPUTER INPUT It GADS A DIMENSi0Ni1 %[IBM[I lit) RY IRIISS fit It t (34t)g9 7U:3 / Zu/`1(, i ) 1Z15 1 uuj ) Top chord 2x4 SIT #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP {13 120 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 OL=5.0 psf . Dead loads are stated on projected horizontal area basis. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2 COMPLETE TRUSSES REQUIRED z� Nailing Schedule: (0.128"x3"_-Gun_-nails) Top Chord: 1 Row @ 6.75" o.c. But Chord: I Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Girder supports 23 0-0 span to TC one face and 2-0-0 span to TC/BC split opposite face. 4X4= 2X419 4X4= _T�`1 1-0 1 1 0 = T 4X8 2X4III 2X4III �_4-0-0 Over 2 Supports R-914 U=193 W-4" R=914 U=193 W=4" (84644 51.15 / 2879C { ) 12B - FGD3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 FL 1 R - Scale =.5" Ft. A•NARMtNG•• /PU55C5 REQUIRE (IfPFfu EARL IR lANRICAiION, NAMDlIN6, SNIPPING, INSTALIIMO AMU BRACING. R(TT EA 10 OCSI 1 01 (BOIL... NG COHPORL NI SAff TV INTONMATIIIN), POOL I$NED BY 1P1 (TRUSS PIAIF INSTITUTE. S83 S•• •+ .� T C L L 2 0.0 P S F R E F R 0 8 1 45317 D, OLD,I IO DR.. SU1 IE 200. M%150N, HI $3119) AND PICA (HOOD INUSS COUNCIL Of AMERICA. 6300 CHIEUPRISt IN, MADISON. YI 53719) TOR SAFETY ORA[110ES PRIOR TO PERFORMING THESE FUNCIIDNS. UNLESS OIDLRWI5L INDICATEO. f0P CHOP SIIALI HATE ON01E R11 ATTACKED 5T81KIURAI PANELS ASO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED •• • �: v T C D L 7.0 P S F - - -- DATE 1 1 / 0 9 / 0 5 RIGID CEILING. - DRW 11CUS11081 05313AX9 ••IMPORTANT—rFIRNISO A COPY or rT11S UESIGu 1O TUI INSIALI.A71011 CONTRACTOR. AIPI M! ENGIM(LRrD * �• 3 * BC DL 10.0 PSF --- H C_ E N G DR/DR ALPINE Alpine En ineereEl lYroducts, III i t�iecMalT)1Fi NHine"City,fl. 11144 f . 'aCrL f Aufficirilllign 11567 PPUIIIICIS. INC. SIIAII NOT 0E N(SPUNSIDLE FOR ANT ULVIAII(IM IRON Is DESIGN: ANT TAILOR{ i,, AUII.D illf TRUSS IN COYI'UlHANCI Wllu TPI: OR FANAICAIIPG. HANM.ING, SHIPPING. INSIAIIING 6 DRACIUO I1f TRUSSES. Df SIGN TORT""$ HIIM APIIICAKIL PNUVISIONS UI' NOS INATIONA( DESIGN SP(C. 81 Af APA) AND fit. ALPINE CUNFICION PIAI(S ARE MADE Df 10/lB/IGGA (N,H/S/KI ASIM A65) CMADL AO/60 (N, K/N,S) GAIT. SIf(l. APPLT V(AI($ 10 (ACH FACE 01 IRUSS A.D. UNLESS 111HERWISE (OCAffD ON T"IS DESIGN- POSITION PER URAWIUGS 16DA i. ANY INSP((IION DT PLA(LS !H(LOVED BT (1) SHALL Of PER ANA(I A3 Of 1Pfl-1002 SfC.3 A SEAL ON THIS ORAWIIIG IDUICAII$ ALLF.IANIf Of PROF(SS10YAL UGIFIfIRING ALSPONSIBILIIT SOLLII fOR III( TRO55 COMPONfUl DISIGN SPOWN. lift SUIIADILIIY AND IISf (If TIII$ (11HTONCNI FOR ANY NUILUINO IS )HE RLSPONSIBI '- 01 ITIE 0VitDING DESIGNER PIN ANSI/IPI 1 SEC. 2. 36 .� �: S. ATE OF ; •�•.••• /T•�LL p P� L R�D pNA►. Nov -'l B C L L _ 0.0 PSF T 0 T . L D . 37.0 PSF "-- S E Q N - 14612 OUR FAC. 1.25 FROM AS --- -.-_.-__-..__ SPACING SEE ABOVE -_____—____ __._____...__ JREF- 1SS1081 Z07 i Fill DO PREPAREO (ROM Wil LI LR INPUT (LOADS 8 DIMINSIUWS) SOBMI 111U Bi IAUS I'll E. ( 09049-JU7 / 40/'JL ( ) icc tiol fop chord 2x4 SP #2 N BoL chord 2x4 SP #2 N Webs 2x4 SP #3 loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 0-4 3 —i- T TYP E ALPiPJE Alpine EnQiueercd Products, I i tt4Rlteythwe 11Dines City. FL. 13844 2X4 (A1) L --1-5-0--j R-382 U=180 W=5.688' 120 mph wind, 19.33 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EKP (3, wind TC DL 4.2 psi, wind BC UL 5.0 psf . A rigid ceiling or continuous lateral bracing at 24" U.C. Must be properly attached to the bottom chord. Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3) l6d common nails(0.162"x3.5"), toe nailed at Sot chord. 21 0 ] R=211 U=180 3-9 14 17-5 14 R=346 i1=1_R0 -10-1 Over 3 Supports '1 (84644-5U5 / 2879C ( ) 12B Design Crit: TPI 2002(STD)/FBC Ca/RT=1.0O(1.25)11O(0) 7.2 --WARNING-- IRUSSCS REOUIRI [RTRLM( CARE IN FABRICAf ION. MAUDt ING. S"IPPINO. INSIALIING AND BRACING. REFER TO OCSI 1 0.3 (BUILDING COMPONfAl SA/EI1 INTUAHATION), PUBLISHED BY IPI (TRUSS PI AIE IN511fU1f. SBJ D'OROI PIO OR.. SUIIE Zoo. MADISON. WI 53719) AND NICA (WOOD TRUSS COUNCIL O! AM[P IC A, 6,100 fNI[R PR ISC lM, MADISON, WI S3719) 100 SAFETY PRACIICES PRIOR 10 PF.RFOR"ING THESE ,UPC.I (DNS. IIYIFSS O1IN RYIS[ INOICA7E0, Top CUORD SUALL HAVE PROPERLY ATTACKED SIRUC1URAL PANELS AND MOTION CIMRD SHALL HAVE A PROPERLY ATIACNED RIG 10 CE11.1 MG. •' IMPORTANT—fURNISII A COPY of IM15 DESIGN 10 INC INSIAltA1104 CONIRACTON, A1.PIN1 ENGI(I' PROOUCIS, INC. SLIALl 401 Y( RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN: ANT FAILURE 10 BU Ip USS IN COAL'_Mt, I111,1 IY1: UA IMMRICAIING. MAN.IX". 1111PPIMG, INSIAII, IN6 A BX wL IRI. U1 11 DESIGN COMEDRMS YI111 APPLICABLE PROVISIONS Of NDS (YAIIORAI Of SIGN SPEC. 61 AI'APA) APB IPI, C ONp1.E loll PIAIES ARE MAD( 01 ?0/IB/ILGA IW,II/S/K) ASIM AAS3 GRAD[ 40/60 (W, R/II,S) GAIV. SIf II.. 5 1.) fACll IACI OI 1XU51 AND. U"IISS 111111R"Ist 1.11CA IfI) ON 1111S DfSIGN, PCISIIIUN PIK DRAWINGSANY IN 5P1[I IDN 0/ PL AIfs ltllIONEU BY 11) SB nll BC I(R AOYFY A) OF IP 11-20UP SEC. J. A S[AI P AXINr. IOPICATLS ACCfP7ANCE O1 PAOFISSIO"Al FNG(MEtRING ACSPONSIBILIIY S11lTll loll 1111 IRUSS CU DESIGN 5MOWN. ill[ SUIIABFJIT AM USE Uf 11115 COMPOR(Nt /OR ANT BUILDING 15 111E R(SPONSIDIII Vof Ill[ L B11,OIPF. OTSIGNER FIR AN51/IPI 1 SIC. I. 37 lw ) 091 '�'•'"M° FL 1 R - Scale -.5" Ft. �S,A: ••• • /�/' pAS� 20.0 PSF REF R081-- 45318 ,C : DL 7.0 PSF DATE 11/09/05 No. 211 * -� ? C DL 10.0 PSF DRW HCUSR08i 05313Ax0 HC _ENG DR/DR * SiA E F BC L 0.0 PSF .D•; 9p'Ac'.• �� 37.0 PSF ON 14605` _TOT.LD. D .FAC. 1.25 _SE FROM AS s ONAt ov SPACING SEE ABOVE JREF 1SS1081_Z07 T)fiS OW6 PRLPARLU IROM COMPDILR INPUI (LOADS & DIMLNSIONS) SLI0111I ILU 01 IRti_,S il,I . ( 84644.5t15 / 2879C ( ) 12B HJ3C Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Llipjack supports 2 11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162'x3.5'), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162'x3.5"), toe nailed at Bot chord. 10 7 1 4.24 r— ice � R=52 t1==180 0-5-1 ��i 1-10-13 R=73 U=180 2X4 (Al) (.'1 5-0'1 ij -2-3 Over 3 Supports ) R=156 U=180 W=•5.657" 1•L-14 L -- ALPINE -� Alpine Elineeted Products,l 19,50 Marleyy thine }lama CtIY, F1. 33844 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, LXP B, wind TC DL--=4.2 psf, wind BC DL 5.0 psf . A rigid ceiling or continuous lateral bracing at 24" O.C. )gust be properly attached to the bottom chord, Deflection meets L/360 live and L/240 total load. (84644 5U5 / 2879C ( ) 12B 1iJ3C) Design Crit: TPI-2002(STD)/FBC C(I/RT=1.O0 1.25 10 0 7.20,09E _ "WARNING^A IRUSSES PEGUIR.: fXlRfK CARE IN FABRICATION. MANOI ING. SHIPPING. INSIAt[IRO AND URACING. J C Air ER 10 SCSI 1.03 (BHIt0111, COMPOMLNI SAIETY INFORMATION), POBI ISfiCD By TPI (TRUSS PLATE INSIItU1L. 583 Y• 0.0KC, R10 DR.. SUIT[ ZOO. MADISON. Elf 53P19) AND NICA (ND00 TRUSS CIFUNCII OF AMERICA, 6300 INTFRPRISE I.M. .AOISDp, YI 51719) FOR SAI [TY PR1110E5 PRIOR TO PE RT ORMING "'IS[ "TNEIIFlNS. UNLESS D11HRN15E INBICA IE D. TOP CIIUNU SNAII 11A%l PR OPIREi ATIACOED SIRIICTURAL PANILS ANB SUIIOH CONNU SNAII MA YE A IA OIERIY Af 1ACIIED RIGID CEILING. i '^IMPORTANT —FURNISH A C,GPY Of 1114S DISIGR 10 TO1 INS1A11A1100 C.DNIRACIOR. A1PIN( fNGIYf ERED y lR 19000C 15, IN[. 51141 001 S1. RESPONSIBLE TOR AN, OE 1IA110N FROM INI5 0151"; ANY FAILURE TO BUILD THE ' TRUSS IN CONF09MANf,E N1111 TFI: OR TABRICAIINO. xANUI ING. SxI/YINf. INSIALl1NG 6 8-CINI; UI IRIISSIS. 7. 01 SIGN CON109145 WITH APPLICABLE PROVISIONS Of NOS (XAIIGNAL DESIGN SPEC.. BY Af APA) AND Irl. AI P INE Co" NICIOR PIAIIS All MAOE 01 ?0/)6/166A (Y.11/S/A) ASIM AG SI f,R ABE 40/60 (Y. A/H,S) GALN. SEE fI.. AIPIY �_�•. P1AI[S 10 EACH FACE Of IRUS5 ANO. URLISS OIIRRY ISI INE Ali UR I111S IH%l IiP, POSITION 0 1 A URANINf,S 160A t. ANY INSPECIION Or PLATES 101.1OWCO SY 11) SNAIL OF PER ANNEX A3 01 IP11 2002 SIC.3. A SEAL OR IRIS 'DR ANIXC, INDICAI(S ACCIPIAN.-f 01 1•NOFFSSIONAI ENf,INri RIHr, RISPONSIell 117 591(tY FOR llll TRUSS COHPONI:111 DESIGN SHO"I. TOO SUIIAAILIIT AND USE Of )THIS COMPONENI /OR ANY BUILDING IS ]WE R(SPONS)OI/(�Ily Of IHI 1 OUil07N; DCSIGNER PIN ANS)/IPI 1 SIC. 2. K 8 Nov 0 y FL 1 R - Scale =.375" Ft. TC LL 20.0 PSF REF RO81-- 45319 TC OL 7.0 PSF DATE 11/09/05 BC DL 10.0 PSF DRW HCUSR081 05313AXR BC LL 0.0 PSF HC-ENG GDL/WPF _ TOT.LD. 37.0 PSF SEQN- _18569 OUR .FAC. 1.25 FROM AS �^ SPACING 24.0" JREF- 1SS1081—ZO7 ( 84644 5U5 / 2879C f 'i 12H HJ2 ) iwltDWG PNEPANEU IRUH COMPUttfi iMPUi {LOADS L UIraE.l.Slon:;j S176wIliLU L( ItO:, I111. Top chord 2x4 SP y2 N Bol: chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Hipjack supports 1 11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Hot chord. 4.24 I-- IT 18 6-1 0.4.3 /� R=20 U=180 1 3 15 17 5 14 U=18O T" 2X4(A1) L'1-5 oaf 2-9-3 Over 3 Su orts R=105 U=180 W-11.313" ve ALPINE Alpine Engineered Products, 1 1930 Marley D.Se Hamm city, Pl- 33944 120 mph wind, 18.08 ft mean h9t, ASCL 7 02, CLOSED b1d9, located anywhere in roof, CAT 11, EXP B, wind 1C DLF4.2 psi, wind 8C 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. (84644-51)5 / 2879C ( ) 12B 1132) Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1.25)/10(0) 7.20.091 'WARNING•' INOSSES REIIUIRE LTIRLN[ CAN[ IN FABRICA110N. HANDE ING. SNIPPING. INSIAIIIBG AND BRACING. ACf[R 10 BCSI 1 01 IBUILDINC COLD DNf NI SAIEIY INf O11MA I ION), PUUIILD L ISBy TPI (TRUSS PEW INSIIIUIE, 581 o. 84W A 1 0 DR.. 5011E Zoo NAD)11". NI 11111) AND 111A 11 IRUSS CIIUNC IE OE AMI R ICA. .1 OF ENIERPNISL I". MADISON, NI 5111?) IOR SAf E1R PN ACIICLS PB IOR 10 PE RI NAMING ONE SE f11Nf 110N5. UBE E SS O1 DENNIS( INDICAI(D, IVP CHORD SHALE NAYS PROPERLY AI)AC011) 51AUCIURAL PANELS AND BVIIUM CNOND SNAIL HAVE A PROPERLY A1IACRED RIGID CEILING. y " IMPORTANi'"1HNNISn A cDPt 0r 11115 DISIC.N IO flit INSIAIEAII"N r,ONINA[10R. AI PIN( f"GINffllf 1B PNIIUV(:II. INC. SIIAIL NDI Fit RISPONSIBIA FDA ANY Ut RIA11011 [ROIL INIS DESIGN; ANY FAIL UN[ 10 BOw.D 111E I R USS IIF LOAF ORNANCI. NI11. IV); OR IABRICAIING, RAND(ING. SNIPPING. INSf AIIING 6 RRACIIIG 01 ]BUSSES.. ��;•.• Of SIW COAf ORMS NI I" APPI ICADII PROR 1510NS Of NOS FNA1 WRAP. Of SIGN SP(C, lit At APA) ABU IP 1. AI.P 1Nf CDNNECIIIR PIAIES AR/ MADE Of t0/IB/ILf.A (N,N/S/RI ASIM AG51 GAADI 40/60 IN, R/N,51 GAEN, Siff 1. A1111 O PIAIf% 10 LAC)( rAr f. 0f IPIISS AND. II NI FSS 01INNNISI IDI.AII.O ON 11115 DESIGN. POS111011 PER 09AN11065 160A 7, Ally INSPICIIVN UP PEAIES FOLEONLU BY (I) SHAPE 0/ PLR ANN[I Al Of IPII 700! Sl l.l. A SEAL. YIN "'IS DR ANINU IROICAIFS ACCFP1AAl:1 III PNUff SSI ON AI (NGINEEPINr, RESPONS1111111, Sotit, FOR fIII )PASS 1'IWPDNIUI I� DI SLEW 5R Yol, IIli S111 I All It III AN0 USE Of 11115 COfO uNEN1 IDB ANY oil[ D INo 15 111E HE ! 1I1 51'D NS IU IDO 1111 RN1IUING D1114NFP PIN ANSI/IPI I SIC. ,. 39 Nov �T;r OTY:2 FL 1 R - Scale =.375" Ft. 21 iAT 1 ANIAAAL � "i"' TC LL TC DL BC DL BC LL TOT.LO. 20.0 7.0 10.0 0_0 37,0 PSF PSF PSF PSF PSF R081-- 45320 _REF DATE 11/09/05 DRW HCUSR081 05313Ax3 HC-ENG GDL/WPF SEON 18546 DUR.FAC. 1.25 _ --- --- — ---- SPACING 24.011 FROM AS ------------ --- __ .._....._._ JREF 1SS1081_.107 ( 84644 5U5 / 2879C ( ) 12B tJ7 ) 111IS DWG PRLPARLU FRO14 CUHPU nli 1NPD1 (LOADS & DiHCNSIONS) SUNHIHLO DE 1RU :, ill 11 9 . :, lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets L/360 live and L1240 total load. 1 0-0 L7-0 0 Over 3 Supports R-324 U=180 W=4" PLT TYP CZA L P I N E Alpine Elineer•ed Products, I l i Marley lki5•e nnines City, FL .13944 120 mph wind, 19.24 ft mean hgt, ASCE 7 02., CLOSED bldy, Located anywhere in roof, CAi 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(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 20 11 0 11=166 lJ 180 3-10-3 _ 17-4.12 R=127 U:-18n (84644-51,15 / 2879C ( ) 12B EJ7) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.091 ""'lr QTY:6 FL 1 TIC L L D L -/R/- 20 . 0 7 .0 P S F P S F Scale R E F =.375" Ft. R DB 1 45321 ••WARNING•• IRUSSES 'IODINE t11RENE CARE IN (ABRICAIIOY, HANOIING, SNIPPING, INSTALLING AND BRACING. R(f Ea 10 BCSI 1 "1 (NUIIO ING CONP"N(NT SAff IY INFORMATION), PUBLISHED 01 IPI (TRUSS PLATE INSTIIUIC. $07 01ONUIRIO DR.. SUITE 200. "ADISON, YI 5]719) AND OICA IN000 TRUSS COUNCIL Of AMERICA. 6100 (NIERPRIS( IN, HADISOR, NI 51119) TOR SAFIIY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS, UNLE55 Ol"LRNISE IM01CA7f0. TOY CNONU SHALL NAY( PROPt RIT AIIAC TIED SIRUCIURAI PAN(I$ AMU 80110H CHORD SHAH HATE A PROPERLY ATTACHED RIGID CEILING. '/�A /•C ��I/ �:•"`yC ••••• �• �'v No.6 DATE -- 1 1 / 0 9 / 0 5 -------'— DRW HGUSROnI 05313AX[ "IMPORTANT—rURNISH A COPY UI THIS DESIGN TO 110 INSIAIt AIION CONTRACTOR. WINE (NOINEf RED • y V BC DL 10.0 PSF H C - E N G R K / W P F PROUD C 55. I"L, SHALL MOT BE RE SPCAST BLE IOR ANY OEYIAIIOR FROM THIS DESIGN: MY FAIIUAT TO BUILD 1ML I R U55 11 C.ON/"RMAMCr YITII I, A! iARq ITA11MG. HANUIIOG, SNIPPING. iM51A1.1IIII A „P.ACIHO U1 INUSS(S. • 1• � TATE /� (� B 1, L L , l+ PSF IICSIfp C,OAI TIP nS N"D APPI.ILA.I.I PNOYISIONS OI NOS INAIIDNAI 0(SIGN SPf C. OY ".1., AYD IPI. 'IPI HE CDNpIC TUN PL A115 ARE WAD( 9f zD, IBn 6GA IN, 11/S/K) AST" A6SD G. AOf A0,60 (H. Af".S, GAIY. S)EIL. AP.IT P I.A1C5 IU EAf, 11 FACE UI IR 1155 ANO, UNtf SS MIHE":IT ILK.IfO UN 1f115 O(SIC.N. NOS IIIbN P(A "NA...", TGDA j. 1H1 IMSPfC11DN Of PI 11S fbll"BfU [IF II) SNAtI Of PIP -W. Al 01 111) TOO? SIC.I. A SEAL ON I"IS FOR ANIGG IIF iCAIfS I.ff PIAN[E Df PPOfI S51"YAI IYGINIf RING RISP"MS1811111 SlUtl FOR THE IR"SS C-111./4T •i 9 '�.• A Oj('A••. CO RI •• SN Q .�--.� � ----`� T O T L D ,____ OUR . F A C . ---- 37.0 1 .25 P S F `--' '— S E O N FROM -'"-"----�`---' - 18435 G S B DI SIGN 511UNN. 111E SUIIAMII. ITT AND USL DI AILS tOPWOMLNI TOR ART BUILDING IS INf A(SPONSIBI, ITY (11 111E SUIJ01„C, OESIGNIA PIP ANSIfIPI I SIC_ ?. 40 NAL -- SPACING ---_--- 24.011 ------------ JREF- - - - -----_------_.._-- 1SSI061_.Z01 ! 84644 505 / 2879C ( ) 12B IJ3(1' ) 11W, DEI'u I1p111ARI_611Fun CUHPUiut Mill (LORu E UlMi ir;IUH;,) ',U0111 lilt) 0. IR().•:. ;;11 Top chord 2x4 SP 112 N Not chord 2x4 SP [12 N Dea(i loads are staled on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Oeflection meets L/360 live and L/240 total load. 61072 i' R 64 Ib 180 0 5 1 9 0 0 k=53 11 180 2X4 (Al) 3 0-0 Over,3 Supports R=183 U-180 W-4" PLT TYP ALPINE — Alpine Engineered Products, I IIrio matey Dwe IlaineS Cily. rl. 13944 120 mph wind, 15.00 fl mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, (:AT II, tXi) B, wind IC 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. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. (84644 5U5 / 2879C ( ) 12B EJ3C) Design Crit: TPl-2002(STD)/FBC Ca/RT=1.00(1.25)/10(0) 7.20.0918 •WARN I NGC; IN11SS(S Rl uu lb; I11"IHt CARE IN 1AR111'.11 1U", 0I 01 INC. SHIPPING. INS Iwit ING ANU UNAC INC. RIf IR 10 NI 1-D) IDDII.OI in;(noon.I'. N1 SAIIIY Jul "No" IONI, PUDI 151If0.1, IPI (IRUSS PI AIf INS.I IUIt. SII) b'UMUI Rib D➢.. In, ZIH). HAI)ISUN, III SS 719) AND RICA (Winn IRUSS ('IUM(11. DI AHCR ICA. 6300 lNI(RI'RISE IN. ` HAUL SUN. HI S1711)) IOR SAIFIY PRACIIC'IS PRIOR 10 P(Rf ORHING /11(Sf fUNCIIOMS. UNICSS UIV(RVIS1 INDICAIFD. ,UP CUDRU SOAtt IIAYE PRDPERI.I AIIACHED STRUCTURA! PANICS ANC) OOTIM CIRRU) $NAft HAIC A ➢ROPIR11 AI)ACH10 A If, 10 Ct It ING. IMPORTANT` AFORNISII A COPY llf IIIIS 11151GY lit INI I0151A)IAIIUp I:UNINACIDR. AI.I'Itll INGIN[FNED 1 1"11DUCIS. IN[. $11A,, NO it, P[SPUNSINI.. ... ANl OI"A""N IRA.'0', VI SIf Y: ANY fAII WI IU NVIIU 1111 1l l ➢ 'lAI fi A owit"; O) IN 55: $. 'Y 1 IR P 1A0 If AI iN(> )III ING. S I INi; IH51 1 G i U I R.ItSS Ip I.UMI "NI'N. f I N 1 ) > "1'SII:" CUM1U"HS MII Pl 1''M" OYISIIINS Of on's IN 11 AI of Sl>N $ I[, BY Af APA) ANU IPI, AI P$,,1 . % CUM1NiC 11W PI AlCS AN! NARI DI IU11 1•A (1 IIS/R) ASI (iSf GP I.UI it/All In. R/11,S) GAlY 51111 APPLY �••• PI. AILS In IAC>I 11AI'1 >I INIIS': >INI, IIMI fSS I)1 fl RNI S[ If lfi) 1)N lots Uf SIfiN. 110S111UN PIP OR AN INGS IGDA 1. AIIY In SPICI I0N HI I1. All.$ Ito IUUlU BY II) SHA11 Nt PIR N 11 A,I PI I'll )DOt St f. l A St.. ON nut DRAM NC INDI[A11'.S IIIPi1UI 1 ➢1)ILSSI II I. IW:i"1 1 t. PI SY+!bS IU II IIi $1N.111 )NN I I. IRUSS 11.1111on. Ul SIG" SIH"tH of 10"AHI' ll A." "it 1 I IIS I.DHPI'"(NI In" All 591101M1[. IS "If Pf $P1>nS lNtl ll DI Iilf RIIIIIIING UISIIINIP PIP Ap51/IPI I 1 P. 4 NU� Mn OTY:10 FL/-/1/-/-/R/- Scale =.375" Ft. UL.. N4 TC LL 20.0 PSF REF R081 45322 F''•`S TC DL 7.0 PSF DATE 11/09/05 DRW HCUSR091 05313AXw eN 2 1 BC DL 10.0 PSF ' BC LL 0.0 PSF HC-ENG GDL/WPF — FAT O j -- . TOT LD. --- 37.0 PSF SEON- 18573 FROM AS ......... U DUR FA( 1.25 SPACING 24.0" JREF- 1SS1O81__Z07 ( 84644 505 / 28I4C ( ) 12B 1J2 ) 'Ni5 UWb'V0.1 VOID IVUM LUMVUIIk INVUI (LUAUS b DIMLNSION;) 1lINtal l Ill) 61 HW ,, Ili:.. lop chord 2x4 SP 112 N — -- (sot chord 2x4 SP 112 N Dead loads are stated on projected horitonlal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/360 live and L1240 total load. 6 F. -_ , 18-6-2 R- 33 11--180 1 4 3 T �4}17-5 14 R=32 U 160 i 2X4(A1) 10o 2 0 0 over 3 SuU orts R -153 U= 180 W--B" TYP. Wave L - ALPINE \ —1 Alpine i l neercd Products, I Mari,y ryl'IVe Names City, A, 33844 L'1 11-. :f..,..,e -f A..11.,'.:...I:n.. N Sf.7 120 mph wind, 18.09 ft. mean hyt, ASCF 7 02, CLOSLD bldg, Located anywhere in roof, CAT 11, 1X11 B. wind TC DL-4.2 psf, wind BC O1- 5.0 psf . A rigid ceiling or continuous lateral bracing at 24" U.C. Most be properly attached to the bottom chord. Provide ( 2 ) 16d common natls(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) l6d common naiIs(0.162"x3.5"), toe nailed at Bot chord. (84644 5U5 / 2879C ( ) 12B EJ2) Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1.25)/10(0) 7.20.091 '�"�" QTY:9 FL 1 R Scale =.375" Ft. •'WARN ING•• IR1155[5 RI GDIRr I11RENr 'API IN inlIN ICAI IIIp, 11ANUL IMC. SIIIYPIMD. 105111LI1YG AND NRACIXG. TC LL 20.0 PSF REF R081 - - 45323 NrrfR ID BI;SI 19l lUIIIInlp6 CENIPOOrNI SArfIT Itl1URHATInN), PORI.1511111 RT TPI (INUSS PLATC IRS11111rf, •,N] �S•,`.••••••••. DATE 11�D9/05 .-_._.._. D'l)ND+x 10 OR. 5V11E IIIII, MA01fO. NI 5111n) ANTI "I CA 1Nn00 IN11SS CUUIICII nl AWIICA. 6:I00 (RURPAISI IN, HAn ISnN, NI 51/191 I.R SAIllT PRACIIC(S 1'RII)R IU liftFO1MING 1111SE JONI I1URS. UNLESS 011WRIIISI I"DICAI(O. (� C•"N n• TC DL 7.0 PSF IQ Y EIIURD SMALL HAVE PRUPERII A11ACNfD SIRULINNAL PANIIS AMU NU111M CHORD SHALL NAVE A PROPERLY AIIACMLU DRW HcusR081 05313AXO RIGID CIII ING, BC DL 10.0 PSF ^•IMPOIIIANT 1NN15N A (UPI 01 IIIIS 0151611 In lilt INSIA11AlI R CONIMACIOR. AI.PINf fNG1N11RED YMOnIIC IS IMC. S '. NUI OE AISPDN Ifill IUN ANI 01 "1n11DN IXUN 11115 UESI �N, AtlY fAl1 UPF IG 1+1111 +1 1111 • ;. : f` BC LL 0.0 PSF — -- �� HC -ENG GDL/WPF D 1155 tM CUY M 1: NI I11 IP1. <IN IAUP11A1111G. 11-01111G. SMIP IY . 11151ALLIRG l BPnC ING I. IRIISfIS. = • T E OF f - 11SIf.M CI S N111, nVYI if A`0 VP ,1SIRRS Ui YI1S (Nntllltlnl. MSIGN SP1C. Ili AI APAI AND IPI. ALP I.I. WADI FC NI AS IN A65J rAAnl An J NU Y,/II, SI I.AI Y. 511t1. AVVl1 �/1 ••., TOi.LD. 37.0 PSF SEON 1.85G6 ,.I100C 1,W I( 115 ARt DI 1n 11011 Ib /L1 IL PIA111 I I IAf II f.111 0' IPIISS AND, 00(1 AS ..Or_ "I 1,: 'AIrD II. Iv is UI SIGN, Post 1IUR PIN DV AN INF.S 1"0" !. �Af+ f �OR`71i --+- - PI NN11 Al pl Inl1 nnl S C. S AI Ntl 11111 INSVI I. 1 rN PI 11 Il5 1 u1MN> 1 1 1 SIUII DI. R ? [ t . .(� (R�Y`,�(,10� •N•�•�••�•�j'` V' ,AMY fIIGIU11P1U1: R111P11AS1111110 SDI.s IIII. IPIISS r1N1111 'INSIING IN 1 III fflPt.Nl'1 llf VP Ifsl DUR F AC . 1 . 25 FROM AS 1MI .1, I R DI SII.n SI UMtl. !III SI IIAD I111 NI+ n51 nl 11+15 CUNI'nNl nl InR Al1T UU11111:11: IS Illl NI SP0115Ifl II IIt UI IIII. _ UUIIIII MI: INAI..111R 11.11 AXSI/IPI SI '. J. ^� At NOV 11M-'�7A SPACINU 24 O"----- JRLF 1SS1081 ZOI J ( 84644 505 / 2879C ( ) 128 CJ5 ) TNIS DWG PREPARED FROM COMPUTER INPUI (LUAUS E DIMENSIONS) SURMII]ED DT )RUSS MIN. Top chord 2x4 SP #2 N Uot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets L/360 live and L/240 total load. �j R=116 U--180 7T 19-11 0 2 10-3 _ +17-4-12 R-8" 1;-130 D 0 �_5-0-0 Over 3 Supports R=252 U=180 W=4" 120 mph wind, 18.74 fl mean hgt, ASCE 7 02, CLOSED Bldg, Located anywhere in roof, CAT 11, LXP B, 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 r properly attached to the bottom chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'x3.5"), toe nailed at Bot chord. (84644-5U5 / 2879C ( ) 128 CJ5) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave R C RT=1.00 1.25 10 0 7.20.0918 0TY:3 FL 1 R - Scale =.375" Ft. •`MARRING•• 'fRUSStS REGUTAI (EINEM( CAN[ IN FABRICAIIPN, HANDLING, SHIRRING. INSTALLING AND BRACING. R EEIR 11OCSI 1-D) (DUILDIN6 COMPUN[NI .AFAR ...... ATIUN), .11t 4[O BT TPI (.MUSS RIME INSTIIUIE, $Bl I S••� `•�• / _n VV C L L 20.0 P S F R E F R 08 1 4.5324 U'ONDI R IO DR.. SUITE '. MA0ISON' 41 63119) AND MICA 14DOD TRUSS CDUNCII Of AM[RICA. 6300 INT[RPRISE IN, ""ISBN. VI 5.1719) FOR SAFIIT YRACiIF.[.S PRIOR 10 PER(ORMING 1M[SC (UNCTIONS. UNLESS OTIICRVISt INUIC.AIFO• TOP CNDRU SMALL HAVE PROPERLY ATIACIIED STRUCTURAL PANEL$ ARD BOTTOM CHORD SMALL HAVE A PROPERLY AITACMEO R IG10 CEILING. `•IMPORTANT•`I'UNN ISM AC4PT OF /MIS DESIGN 10 /1M IRAIAlLAT10N CDR fiR AC 10R. AI RIM[ f.YGI MEER, Y �•••. a i` N.;' 12 '.� T C D L 7.0 PSF BC DL 10.0 PSF ----'--- DATE 1 1 / 0 9 / 0 5 pRW HCUSR081 05313AXG H C- E N G R K/ W P F SE QN 18437 ALPINE 1--'- YR[lUUCIS, INf. $I,ALI NO I 4E RESPOYSIOIL I. ANY UIYIAl10it FROM INIS DESIGN: ANY 1A1LURI 10 B411.0 INC IRU55 IN CDN!DRHAMCE vIf" IP1. OR IADRICAIING. HANDLING. `N3PN lnG. )R`IALLING 6 BRACING 01 111 'S(.. DESIGN CONFORMS YI111 AYDI ICAULI PMOYI51DM5 BE tlDS IN AIIUNAL 11(SIW SP([. BY Af IPA) AND 1P1. AI PIN( AGED GR A11. All APPLY C OMN[CIUR PLAITS ARL MMf 01 10/IB/IG11 [H, N11 (N. R/II.S) GALE, STAT • •�• B C L L 0. 0 P S F TOT LD. 37 PSF �n Alpine En Ine—e ed Products, hl I. Marley Olive flR;feSc;ly,Fl 33844 FL Cer ili c f Authorization 0 567 IF I DES DRAWL DI.A TLS 10 [Afil {ACE OF IRlISS AMII. IINI.CSS UIIIT RYIS[ LUf.A IEO DN 11115 D[SIGY, 1'OSiI TUN PF0. DRAWINGS )60A 1. ANT INSPi C11L41 Of NL AI[S fUl 11M[0 DY (1) SIIA(l BE Y[R ANNIR AJ O1 IP112002 SEC.). A SCAI UM ILI15 DNA4INF. INOIFAIIS AFCINIAMC[ OI PRNFFSSIOMAI fPGIH1[RIgG RCst—tNIIll, 50tt" FOR ..If !PUSS CDMPNN[gI OFS160 SMOVN ll[ $O11 AB it LIE ARU U51 OI (MIS [MY OH(NI (OR ANT BU II DING IS INL R(SP OM51Y1 "'P� U{ Ilik R471.DiMG DfSlligiR PER AMS1/IP1 , 5FL Z. 4J •ACC QRIy •• �/ (f •••r...rr•• S1�NAL+ 6 /7 Nov Qi`R�"B°l"` , .0 OUR , FAC 1 . 25 --- -- - ....-.....-- -----.—.�.--------- SPACING 24.0" FROM GSB JREF 1SS1081_Z07 THIS Dw6 PRLPARLU 100H LOMPUi ER INPUT (LOADS S USMLNSIONS) SUUMII ILU BI IVU�, 11! 1`. ( b4b44 9Uh / Zb{yE. I. ) IZ13 - [,U3A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. (Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/360 live and L/240 total load. R°120 U=180 19 11-0 2 10-3 �}17-4-12 It=90 U-180 T 2X4 (A1) �_5-0-0 Over 3 Supports R=191 U°=180 W=4" 120 mph wind, 18.99 ft mean hgt, ASCE 1 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(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (84644-505 / 2879C ( ) 12B CJ5A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 .09184 —WARNING" INUSSES REOU(RE EITPCMT CARE IN fABRICAIIOR,-ADLING, SNTPPINf, INSTALLING AMR BRACING. or- 1 R Cf [A f0 Bf.51 1-0I (BBILBIRf, COMP GR(MT SAff IY IRr ORMAtIDN), PUBLISHED AY 1P1 (In USS PLAIT IMSTIINIf. SO AGE IO OR.. SOLI( 2V0. MAD SON, YI 531191 AND MICI ftIDUO IR USS CNUY(Il Of AMl A1CA, 63M ENTERPRISE LR. "ADISGM. MI 53719) ION $AT(fY PRACTICES PRIOR TO PCRf ORNINf THESE FUNCIIOMS. UNLESS OINIRWESE INDICATED, TOP CHDRD SNAIL 11AYC PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY AITACNCD RIGID CEILING. "AIMPORTANT—,URxISU ACOPV Of IRIS D[SIC,M TO THE INSTALLATION CONTRA(TOR. ALPINE fNGIN[ENff) ' 1 Ift.1S. I.C. SMAll ROI BE R(SPOMSIBL( TOM ANY DEVIATION fRDM THIS DESIGN: AtY fAfIUR[ 10 BUILD THE SHIPPING. INSTALLIMG A RAISING Of TRUSSES. ' L ALPINE J IN USS IN CON/11RMANCL Ullfl IP1: OR fIMR ICIIIHG, MI—INC. 0[SIGM COMI ORHS wI 11 AP PI IC ADLI PR OY ISIOMS IN NUS (R AT ION AT DESIGN SP(C. DT Af APA) AND I I. AIPINf CUIINECf OR PI AILS ARE MITI[ DI [O/10/166A (M.11/5/R) ASIN A6S3 FAADE ND/60 fH, N/11,5) GAL'. Sim. APPLY PLAITS 10 fACU FACT OF TRUSS AND. UNIISS 111Uf RMIV LACA1fP ON 11115 DESIGN. POSITION P(R DRAWING% 160A 1. IMSPEL(IOH DI PIAfIS fIH(ONfU 01 11) $IIAtI Of PER ANMfI A] 01 7P11'2GD2 SEC-3 A SEA( DM JUIS .1 AlpineEnQ'n�l PIf�UfI(15T ►II •ANY "EAT BR AWING IRD ICI (fA ACCfIIINfE Or PRM['SSIONN. IMG iM[fPIRf. It SPOMSt01111T Sulf1Y fO0. Tilt iP USt [DMP DRENI ( I Marley D&, DISION SUIw.. THE SUIIAfl1t11Y ARD US( Of IfiIS CIIIAPUMLMI TOR All DHItDING IS lift RLSPOMSIUIL Of I,If I{RDIcsC/1y,F1, 33844 FL 1 hori i _ SIIVS BUII.01Y6 Dr516.12 I. nMSI/iPl l St'. 2. dd T 1 Nov 1777"' OTY:1 FL - 1 R - Scale =.375" Ft. O N ••.4i� TC LL 20.0 PSF REF R081-- 45325 ----- 11/09/05 �� TC DL 7.0 PSF BC OL 10.0 PSF _DATE DRW IICUSR081 05313AXX ` r BC LL 00 PSF HC-ENG GDL_/WPF_ OF '/p1WA1,' I TOT DUR.FAC. SPACING .LD. 37.0 1.25 24.0" PSF SEON- 18574 FROM AS JREF- ISS1081__Z07 lHIS DNti FRLPA)iLD I.ROM LOMFUItR INFUi (LOAD' 6 N K NSIUN5) SUUHJIILO UT II%.U, ( 84644 5115 / 2679C ( ) 12B CJ3 ) lop chord 2x4 SP 112 N clot chord 2x4 SP g2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. R=63 11�180 T +18 11-0 1 10 3 1 17 4 12 ii=52 ii-=inv 1 0 0 3-0-0 Over 3 Sueports R-183 U=180 W-4" 120 mph wind, 18.24 fl, mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXIT B, wind TC UL-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(0.162"x3.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Dot chord. (84644 5U5 / 2879C ( ) 12B C33) .Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave R C RT=1.00 11.25 10 0 7.20.091 A"HARNIMG" TRUSSES AEOUIRE EIINEME CARL IN (ASPICAIION. MANDL INO. SNIPPING, IR51AtLING AND BRACING. RErfa TO BCS1 1.411 IBUII. DING COMPONENT SArt lY 1Nf ORMA110M). PUBLISHED BY TPI 11RUSS PL AIE INSII TUT(, 593 O'OMOraja DN., SUITE 200. MMIISON, NI 53119) AND MICA (MOOD IRUSS COUNCIL Of AMRICA, 6100 (NTERIR IS( LN. MADISOM. NI 51719) rOR SAI ETY PRACTICES PRIM 10 PERf GRHING THESE FUNCTIONS. "'MESS .1SS MERN15f Ion ICA ff O. TOP CMORU S11AEL HAVE PROPERLT ATTACHED SIBUCiURAL PANELS ABC BOITOH CHORD SMALL HAVE A PROPERLY ATTACHED um0 CE ING, { "IMPORTANT"4URNIS11 A COPY OI' THIS DISICK In Ilif INSIAL-ITON CONTRACTOR. AI.PI"f (MGIBEEREO H L P I N E APRODUCTS, INC. SHAL1. Na, BE RESPONSIBLE 'OR ANY Of' w l" FROM IH15 DESIGN; ANY I, UNl 10 BUILD TIH TRUSS IN COX,—ffCE I' I" III: OR IANAIEAIIN", "A— LNG. SHIPPING. INSIALLING R BRACING Of TRUSSES. �•�. (---- MSI f,N f.ONr T,RMS .1 IN APP11f. AHlE I-RfIY ISIOIIS M NOS (NAIIUNAT. DESIGN SPEC, DY AI NIA) AND TPI. ALPINE CONNECTOR PA"' AN( MADE of 20/IU/16GA (Y. "I") IS" A"SI GRADE RO/60 1". R(11,5) CAI P. SIELL. APPLY �•�� PIAI(S I0 I— IACI Of IRUSS ANn, UNITS, 011faN151 I.UCAIfD UM IM15 01 SI .11, YUSIl. PER DRANInfi5 160A-1. Alpine El ineerecl f3rodocts, 11T `ANY INSPECIIUN Of P-Its 1111LIWID a, (T) SIIALL at PAP AbNlt AI 0( In11 2W12 SC 1: A S(AL (I" 11115 (LI I OrIT't @RAKING IHnICAlES Afff P1A1N'.f DF PN 01f S510M AT fM(iI XI IPING Rf SP URSifl ll llY SDI I:LY 101 I'll, IRUSS COM'w", Marley UL511A 51IONH. THE SUIIAOII.III AND USE Of 11115 COMPONENT fOR ANY BUILDING 15 lift RESPONSIBILITY Of IM( fiairusCity, fL 33844 Bnnnur. Of51GN1:R Pla An51/TnI 15/E. 2. 45 N( TY:3 FL 1 R Scale =.375" Ft. TC LL 20.0 PSF REF R081-- 45326 11/09/05 4CLNP.�'�, 7.0 PSF Go!TC OL DATE Ne6 ?� BC DL 10.0 PSF DRW IICUSR081 05313AXD �* BC LL 0.0 PSF HC-ENG RK/WPF STATE OF --- --- - - -- -- SEQN- 18432 ��OR1�P'� TOT.LD. 37.0 PSF " """"' '70NAl� DUR.FAC 1.25 FROM GSB — -- ---------- SPACING 24.0" -- JR[F- 1SS10B1_Z07 °'T 9 ( 84644 5U5 / 2679C ( ) 12B CJ3A ) fillDWG PREPARED. fROH COHPUILR 1NP01 (LOADS d DIMENSIONS) SUOMiiiCU 8Y IItUSS Its L.. Top chord 2x4 SP N2 N Bot. chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L1240 total load. 1(=70 11=180 T+ 1103 i I M- _- --- W 17 4 -12 R=53 U=180 2X4 (A I) 3-0-0 Over 3 SuppoLLs R=117 U-180 W=4" T TYP. Wave ALPINE — Alpine En�Ticered Products, I 1w0i marley DfiYc i bins City, PL 33844 120 mph wind, 18.49 ft mean hgt, ASCF 7 02, CLOSED bldg, Located anywhere in roof, CA] 11, EXP B, wind TC UL=4.2 psf, wind BC UL-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 naiis(0.162"x3.5'), toe nailed at Bot chord. (84644-5U5 / 2879C ( ) 126 - CJ3A) Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1_25)_[110_(0) 0.091$ 9'�';"�� ,,�0 FL/-/1/-/-/R/- Scale=.375"/Ft. '•WARNING•• TRUSSES 4fOU1RE fNIREME CARL IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REfIR 10 DCSI I OI (OUII.DIMG COHPONC MT SAEC TY INIORMA1 ION). PUSH ISIHD BY 7P1 (7ROSS PIXIE IASTIIUYE, 103 U'UNDFRIO ON.. SUIfE ZOO, MADISON, NI 53119) AND MICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN. �.P •• Z, r • `C S •.•u T C L L 2 0. 0 P S F R E F ROB 1 4 5 3 2 7 D� T E 1 1 / 0 9 / 0 5 HAOISON. NI $3719) FOR SAFETY PRACTICES PRIOR 10 PIRfORHING THESE FUNCTIONS. UNIESS OTHERWISE INDICAIED. IOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCIURAt PANELS AND 110110M CHORD SMALL HAVE A PROPERLY AIIACNED R 1010 CEn. IMG. ''• Nb-6 1 C D L BC DL 7.0 10.0 PSF PSF - DRW ---- -- -- HCUSR081 05313AXU '•IHPORTANT**f IIRW15n A CUPT Of HITS DESIGN TO 711f INSTAI,IA7109 CONIRACIOR. AI.PINf FAGIHC f.RF * 1 i ------- H C - E N G G D L / W P F PRO DUCTS. INC. SHAII NOT 01 RESPONSIBIE FOR ANY (IVIAIION fRON )HIS DESIGN: ANY fA1111Nf 70 BUILD INk 1R USS IN CONFORMANCE W1111 )P1: OR FABRICATING. HANDLING. SNIPPING. INSTALLING S BRACING 1)f .RU5S1 S. o(SIGN f.ON10RHs WISH APPI)CAOLE P4nl.l...s of NDS I"A11UNA1 DISIGN SPEC. RY AfAVA) AND TP1. A1.PINf COMN(C 7VR PLATES ANk MADE OF TO/)B/1GGA (N,HJS(N) ASFM A653 GRADE 40/GU IR. K/H.S) GALY. 11111, API•lF PIAIES 10 (AC11 FACE Of )RUSS AND. UNIf SS DI0IRUISf I.00AIfD 0R THIS DESIGN. POSIFIOR PER DRAMI4G5 IGOA 1. ANY INSPtLI104 Of PLAItS fUttDW0 BY 11) SNAIL BE PER ANNEX Al Sit UPI) ZOOR SEC.3 A SEAL ON Illli OR AWING INOICATIS ACCFPIANff Of PROFFSSIONAI fHf.l NftRING R(APOIIS;RIt ItY SOIEI.T FOR TIN IPUSS COMPONf N7 1' i �O ; TATE OF �� ,_ A( + : tI � ,(pfltp •.• ��/ SRS •....T.7.... B C L L T O T . L U . __----,�—�__,___ OUR . F AC . 0 . 0 37.0 1.2 5 PSF PSF _ S E O N FROM - 18572 A S VISORS SHOWN. HIE SUI)ARIIIII AND USI Of IN$$ COHPONENI FUN A37 OLIII.UIMr. IS INI RISPONSIBII I.Y OF INI RUIIDIN4 OFSIGNIR PISS P.NSI/IPI I SIC z. 46 NoAl. SPAC I NG 24. OR JR F-F - 1 SS 1081-_.Z01 THIS DWI PRLPARLD FROM COHPUitli INPUI (LOADS A UIMtNSIONS) SUDMIIILD BY IRUSS HI R. ( avr44 :,tin I cr/yt 1 ) ler, UO I ) lop chord 2x4 SP #2 N Boi. chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. R= 10 1.1=180 / 17-11 0 0 10 3 2X4 (Al) = 11-12 U==180 1 0 0 1-0-0 Over 3 Supports f—� R=138 U-180 W-4" YP ALPINE - Alpine En�I?T,ineered Products, 19SD MRrley D&C Haines Cily, ri. 33844 120 mph wind, 17.74 ft mean hgt. ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL 4.2 psf, wind BC DI-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(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) I6d common nails(0.162"x3.5"), toe nailed at Bot chord. (84644-51,15 / 2879C ( ) 128 - CJ1) Design Crit: TPI-2002(STD)/FBC„� C RT=1.00 1.25 10 0 7. 2 0. 0 9 12007 QTY:3 FL 1 R - Scale =.375" Ft. •WARNIXG•' TRUSSES REOUIRI ClIREME CARE IN IABA (CATION, IIANOIING. SHIPPING, INSIAILINO AND BRACING. RElE■ 10 BCSI I.OJ IRUII DLMG COMPONENT SAff TY INL ORMAlI0M1. PUBLISHED BY iPl (IRUSS P4 A1C INS111ll IE, SN] �A •••C •• GS• •' -(11 T C L L 20.0 P S F R E F R O B 1 45328 D'UNOlR 10 OR.. SUITE YW. HAUISON. NI S)"19) ANU PICA (NDUD (PUSS COUPE II Of AME RIC A. 6300 [NIERPRIS( LN, MMISON, YI S3"191 10R SAfEIY PRACTICES PPIDR 10 P(RfDRMING /ICES[ lUMCf10N5. UPLESS OIHfRNISL IPUICAIEO. I T C DL 7.0 PSF DATE 1 1 / 0 9 / 0 5 TOP CHORD SIIALL NA YF IROPF RIY AI lAC11ED STR UCT URA(. PANELS AND BOTTOM CHORD SNA11 HAVE A PROPERLY ATTACHED • No •= RIGID CE It ING. p BC DL 10.0 PSF DRW HCUSR081 05313A19 "IMPORTANT•'! URNISH A COPY Of THIS DESIGN 10 111E INSTALLATIOP CONTRACTOR. ALPINE ENGINEERED * NC -ENG RK/WPF PRO DOC)S. INC. SIMI "I Of Rf SPONSIOLI FOR AMY OEVIe11011 PROM THIS OLSIGR: ANY IA". iD BU 1III iNf ' ; •• TA BC LL 0.0 PSF IRUSS IN CoolDNMARCI M"" IPI: OR IAURIC1lING. IIANDI.ING. SHIPPING. INSTALLING It BRACING DI 1RUSSE5. AND TP1. DESIGN SPEC. Alru GP OMI IW/1S YI III APPI II:APLE PPDY15fOPS DI WAIXAI ID A p L [C. AT AFAI'A +Q t 90•••• Co H(Clop PtAIES ARE MADE DI 201181166A (TLII/:TNT ASIM A653 GRADE R0/60 (4. R/H.S) GAL". SIM. APPLYt p p;.� 37_0 PSF PL AICS TO (ACH IAfl Of TRHSS AND. UNt[SS OIIr RNISE 111CAIED ON TIIIS OESIAN, PUSI110. P[R DNAH11165 IADA;I. .� OIIiO •• ` -_TOT-LD._ _SEON -18431 ANY IRSPLl1IDr 01 PIAIIS ID11t1NE0 B1'1, SIIAI., BE PER ANMIt Al UI IPII :DVI SEE.]. A 'I At 09 IIIIS ♦♦__ /ONAL U DLIR FAC 1 FROM GSD BR A4IX6 I"D IC/.TES ACC!PIANCI DI PRD1I551"RAL ENGINff RING RESPUNSIp11. IIY SDi EtY IDR 1Hf. TRIPS% C"MPUNINI IBC w ''Pf . .25 DESIGNSIIUYO. INl SVIIAN TEAM AMD USL OI I1115 (ONPUHL"i fOR An, BU11Ul"G IS )HE RLSPONSIBII!I+_01 Ut1II.UING UISIS:NFR PER AN51l IPI I SEC. P. Nov 11 JREF- 1SS1081 ZO7 VJ SPACING 24.ON I an FeA SIIS / 2R701' I 1 1211 - CAIA 1 I111S DNti PREPARED trtUM LUMPUILP. INPUT (LUAUS & L11MEI1SIUNS) SUBIW IEU BE IRID> MfN. Top chord 2x4 SP 112 N But chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. UoLtom chord checked for 10.00 psf non concurrent live load. Deflection meets L/360 live and L/240 total load. 6-- r n o 17-4-12 R=15 U=180 M 2X4(A1) 1-0-0 Over 3 Supports 7-1 R=43 U=180 W=4" 120 mph wind, 17.99 fL mean h9t, ASCII 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(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at But chord. (84644 5U5 / 2879C ( ) 12B - CJ1A) Design Crit: TPI 2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.091 TY:1 1 R Scale =.375" Ft. "YARNING'• TRUSSES REQUIRE EITHER[ CARE IN FADRICAIION. UANOtIRG, SNIPPING. INSTALLING ANU BRACING. REICR 10 BCSI 1 07 IBUIL DING COMPORC NT SA,E,Y INl DRMAl10R), PURL I511[D BY TPI .TRD55 PL A I[ TRS11 TU1 r., 583 U'ON01'A IU DR.. SUIT[ 20D, HAOISON, NI S0l19) AYD MICA IN110D TRUSS COUNCIL of AN[p IC A. 6100 ENTERPRISE lN. MADISON. WI 537191 FOR SAFETY PRACTICES PRIDR 10 P[RrORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. G• ••• "• _/� {/ V :• �` y • !FL TLi L L 20.0 P S F T C D L 7.0 P S F R E F R 08 1 45329 DATE 1 1 / 0 9 / 0 5 _ ALPINE ' Alpine L-n((7,nleered Products, In mom Marley lltivo HainesCity,M 33944 r1. CuInfiGRtc of AuthQEizofiou a 567 COP CHORD SHALL NAVE PROPERLY ATTACHED SIR UCT UR AI PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. "AI MPORTANTAAruRN1SR A COPY Or 11115 DESIGN r0 THE INSTALLATION CONTRACTOR. AIPlAt INGINCE U PRDOUCIS,S,,ALL RUT BE RISPDMSIBLI LINE ANT DWAII"" FROM THIS DI SIGH; ANY I'AIIUAI 10 BUILD HE I PUSS 10 CUNf ORMAYCE WITH IPI: OR FABRICATING. HANOLINO. SUIPPIRG, INSTALL. ING R BRACIp6 Uf IX USS Or SIGN C.OMKARLK YIIU APPt(CABLE PROVISIONS UT NDS (NAIIUNAt DESIGN SPEC, RY ArILPA) AND TPI. ALPIHE CU"""'0H """ ARE NAiIE Dr 10/IB/16C.A IY,IIl S(R) ASIR A6511d AUK AO/60 IN, X/11.5) 6.0. S11E1. APPLY PLAIES 10 IACH FACE Of TRUSS ANTI. U"1I51 DINRPMISI LOCA Ifa 0" 11115 Of 510X. POSI T TOM PIR DRAY I"GS 16UA 1. NY INSP[CIION 01 PLAIES 1.11 C1 OY ... SNAII BE PER ANNtl A3 Of 1111 '2902 SCC.3. A SEAT ON IRIS ON AYI TIG I0 _AlI5 Af(IPIANCf Of PROfrSSIBNAI 10GINFrEt IXG RLSrCNSIU1t Ill SDRf1I 10" 111E TRUSS r.0"PONLNI pl'S1GY 5111INN. IRE SUIIAHIl I1Y AND USE Of TNT$ CONPONINI FOR ANY RUILDING IS 111E R[SPONS101-1— Of DUItA1NGOfSICMERPER ANSI/IP1 I SEC. P. 48 q No. �[YT1I 2 * • 4-11 •Q •. ��„ -70 • •F Q.� ••L0 IDt- .•ti•w•A• ` S74AM" +pf( No I1 BC DL 10.0 PSF B C L L 0.0 PSF C T 0 T . L O . 37. 0 P S F .-- D U R . F A C 1 .25 _ __�. IICUSR081 05313Ax7 _DRW N C - E N G G D L / W P F S E O N 18549 ' FROM _ AS SPACING 24.0" JREF- 1SS1081-,-Z07 ( 8464/1 505 / 2879C ( ) 12B WIC ) HW, 0A, YRI. PARIII IHUM LUMPUJt.R I1411I71 (t UA05 S 011•It NSIUN ) SftilI IID 13i JkU„ III I,. Top chord 2x4 SP #2 N Hot. chord 2x4 SP 112 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent. live load. Deflection meets L/360 live and L1240 total load. 0 5 1 6 F R 11 U ISO 0 11 1 9 7 2 9 0 0 R 13 IF I80 2X4 (A1) ]I o of 1-0-0 Over 3 Supports r1 R=138 11 -180 W=4" 120 mph wind, 15.00 fit. mean hgt. ASCL 7 02, CLOSED Bldg, Located anywhere in roof, CA] 11, EXP B, wind TC OL 4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. dust be properly attached to the bottom chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nalls(0.162"0.5"), Loe nailed at Hot chord. (84644 5U5 / 2879C ( ) 128 CJIC) Design Crit: TPI 2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918 nn QTY: 1 R - Scale=.3751' Ft. "WARNING-- IRLISSLS RfUU1RC F"RL"1 CART IN FLUNI-11UN. NMUL)N&. SNIPPINrs. INSIAII I- an ORACIW. Nlffa 111 BCSI I'DJ IRVIIIIING CUHPOMINI WE FY INf11RHASION). PVIII. ISNCR RY IP) fIRIISS PI. A11 lust I IUII, SR1 It'ntlnlN lO DR., SUI I( Z00. NA0ISUM, NI 111111 A411 MICA 1N000 IRUSS Cnti 1 Uf AMIRICA, Al'. lRICRPRISI. IN, S ��•.. � Ng• TC LL 20 0 PSF REF R081- - 45330 DATE 11/09/05 NARit0tl, YI 5_lII9) In. Z.,"" PRACII'. PPInR IU PIPFORNIM. INFSI IIINI:IIONS. UNlf55 01H.RNISL IN111CA/ln. ,r , /` C DL 7.0 PSF LOP CHORD SHALL HAYL PRUI'LRI1 Alf,'0ILD SIRUCIURAL PAWLS ARD fill$" C"11711 SHALL IIAYk A PRUPLRLY AIIACIILO RIGID Cf IIINr,. • •�(/ ' Nq5 N V ' L 10.0 PSF -,,,,-__-____ _ DRW HCUSR081 05313AXY — -- (_.... ALPINE Alpine En sneered Products, III'I 11 OMaF11:}`(,we I Iam1 Cilyjl. 33844 PL. CeltificAt ofAuthmization 0 567 ••IHFORrAN1—FioNxlsO A ce— nI {IIIS MSIr.N in IIH Itl SIAI.I At [DO CONIPA[IVR, AI PINT: IN41 N1Itll. PRODUUS IIIC. SUAII N01 Hl tlFSPURCIW( Ink ANI DIYIA11ON IRnH lult n[51Gx; ANY )Alllu,l In NnILO I. IRll%s IN (1tl10RMAN[1 "III, )PI- INI IARR ItiM INI',. N ND1INIi, SHIPPING,, IRSIALLIYG 6 RNAI ING (LIP "S's. LitlIIINH) 111111 nPI+I1(A)nf P2111110.11S Ill YIDS fNAfIfIP 1 IIISII:N SPIT, NY A,APA) ANn IPI. AI PINT f011MIC10R 1'LAIfS API HAIII III I / n/I,:GA IN.1/S/Y.i ASIH A . 1PAN1 40/bO IN. N/1L3, r.AI.Y. S1111. PIY Pl Ails IU IAI II Inl! III IRUSS Atli), INIISS VINE RHISf 1 1. IFII nit IIIIS n(SIGN, I'USI IIUN PIP II WINGS I.IIA 1. INSYl4111)11 Pf I IIS IUIl0t f1 PY 1,) sNAll 11l, f1V b C V II+II ZUUZ Sf C.I. A SJAI N IIIIS -w.. ItlIIICAILS ',IPIANII 111 PPIIffSSl-1, INf.IN1/V{Yf P.lSIIIH\INII II SMIIY In. I, 1—Si PIINIYI Ul SIIpN S-111_ "If SVIIAVII IIY ANTI VSf VI ,Nls I:INIPORI YI 11. ANT UIIILIIINfi IS )III MI SI IIbS ill y/�++' l„ INL R111101Nf, O141GNfP I— ANSI!IPI I SIf. %. 4V __ • �• ATE F ; �': A • ••• 00�11{ • `� ••'• •••w.••••• G`Jy O ��• No9"� I B LL 0.0 PSF -- ------ TOT L0 ..37 0 PSF __.. .. .__._.._._._ __—_—__. )l1R FAC . 1 . 25 SPACING 24.0" - --- HC -ENG GDt_/WPF ---- SEON 18575 __ —._.. ___ �..._._ ._..__ _.. _.._.... _..._ FROM AS JREF 1SS1081_Z07 - a CJG/ L (I Z000 1q: 41 4rJ f.JL fill f I..HJ 1 t-KL I t W5 r p"r— UZI rJL FLORIDA PRODUCT • APPROVAL Castilkridd Crete lintels are approved ender Certifkate of Product Approval Number FL158 OVERALL UNGTH 2' 10" (34") S 21.95 410" (48") S 29.25 514" (64") $ 35.70 6'6" (78") $ 52.70 816" (10T) $ 67.80 10'6" (126") $ 74.50 12'0" (144") 1Ile 1160"1 S 88.60 14'0" (168") .. ITE TP N Ai_ PRICE 14'8" (176") 1514"' (1.841 17'4" (208") 19'4" 12321 21'4" (256") 2210" (2641 24'0" (288") OVERALL (ENGTH RECESS LENGTH 3'8" (441 2'4" (28") 4'0'' (48") 2'8" (32") 4'4" (52") 3'0" (36") 4'6" . (54") 3'4" (40") . 4'4" (527) 5'10" (701 4'8" (56") 6'8" (S0") ST (64") _ TO" (R 7'6" (90 9'8" (11 5'8" (68") 6'4" (76") 8'4" (1001 $178.55 S.184;85 . $ 207.80 $ 2.33.35 $275.10 $= 281.40 $ 302.70 7 , g' '✓ DOOR SIZE 2'0" (24") S 21.45 2'4" (28") 573.80. 2'8" (321 $ 24.95 3'0" (36") $ 28:05 1 " " 35 4 0 148 ) S 35. 3�1" (481 $ 37A0 5'0" (60") $ 39.50 5'4" (64") $ 42.55 6'0" 172"1 $ 45.20 810" (96") S 59.85 �....r..---.....�......«a «F «N «nnN.nhM Mt�iCnn r�xt. t NER209 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # HUS210-2 FL474.186 HUSC210-2 FL474.207 LUS26.2SSN FL474.282 THA218 FL474.407 HUS2102TF FL474.187 HUSC212-2 FL474.208 LUS26-2Z FL474.282 THA218-2 FL474.408 HUS212-2 FL474.189 HUSC26-2 FL474.209 LUS28-2 FL474.285 THA218-2Z FL474.408 HUS212-2TF FL474.190 HUSC28-2 FL474.210 LUS28-2Z FL474.285 THA222-2 FL474.409 HUS214-2TF FL474.191 HUSC410 FL474.211 LUS410 FL474.287 THA222-2Z FL474.409 HUS26-2 FL474.193 HUSC412 FL474.212 LUS41OZ FL474.287 THA29 FL474.410 HUS26-2TF FL474.194 HUSC46 FL474.213 LUS414 FL474.288 THA29Z FL474.410 HUS28-2 FL474.196 HUSC48 FL474.214 LUS414Z FL474.288 THA413 FL474.411 HUS28-2TF FL474.197 LSU26 FL474.252 LUS44 FL474.289 THA418 FL474.412 HUS410 FL474.198 LUS210-2 FL474.275 LUS44Z FL474.289 THA418Z FL474.412 HUS41OTF FL474.199 LUS210-2SS FL474.275 LUS46 FL474.291 THA422Z FL474.413 HUS412 F1.474.200 LUS210-2SSN FL474.275 LUS46Z FL474.291 VPA2 FL474.434 HUS412TF FL474.201 LUS210-2Z FL474.275 LUS48 FL474.292 VPA2-2 FL474.435 HUS414TF FL474.202 LUS214-2 FL474.278 LUS48Z FL474.292 VPA25 FL474.436 HUS46 FL474.203 LUS214-2Z FL474.278 MAS FL474.307 VPA3 FL474.437 HUS46TF FL474.204 LUS24-2 FL474.280 MASZ FL474.307 VPA35 FL474.438 HUS48 FL474.205 LUS26-2 FL474.282 MIT Series FL474.308 VPA4 FL474.439 HUS48TF FL474.206 LUS26-2SS FL474.282 THA213 FL474.406 WM Series FL474.445 SIMPSON STRONG -TIE COMPANY, INC i NER 413 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # HGUS210.2 FL474.137 HSA68 FL474.177 MTS12 FL474.325 NCA2X12-16 FL474.330 HGUS26.2 FL474.138 HST2 FL474A81 MTS12Z FL474.325 NCA2X8.12 FL474.330 HGUS28-2 FL474.139 HST3 FL474.182 MTS16 FL474.326 NCAM-16 FL474.330 HGUS28.2Z FL474.139 HST5 FL474.183 MTS16Z FL474.326 SA36 FL474.383 HGUS410 FL474A40 HST6 FL474.184 MTS18 FL474.327 TC24 FL474.404 HGUS46 FL474A41 LTS12 FL474.259 MTS20 FL474.328 TC26 FL474.405 HGUS48 FL474.142 LTS12SS FL474.259 MTS20SS FL474.328 THMA FL474.423 HH4 FL474.143 LTS12SSN FL474.259 MTS20SSN FL474.328 THMA-2 FL474.424 HH6 FL474.144 LTS16 FL474.260 MTS20Z FL474.328 V810 FL474.429 HSA32 FL474.173 LTS18 FL474.261 MTS30 FL474.329 VB12 FL474.430 HSA41 FL474.174 LTS18SS FL474.261 NCA2X10-12 FL474.330 VB5 FL474.431 HSA50 FL474.175 LTS18SSN FL474.261 NCA2X10.16 FL474.330 VB7 FL474.432 HSA59 FL474.176 LTS20 FL474.262 NCA2X12-12 FL474.330 V88 FL474.433 SIMPSON STRONG -TIE COMPANY, INC NER 422 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # ABA44 FL474.12 ABA44R FL474.13 ABA44Z FL474.12 ABA46 FL474.14 ABA46R FL474.16 ABA46Z FL474.14 ABA66 FL474.16 ABA66R FL474.17 ABA66Z FL474.16 CBS44 FL474.43 CBS46 FL474.44 CBS66 FL474.45 H6 FL474.119 H6Z FL474.119 H7 FL474.120 H7Z FL474.120 LFTA FL474.238 PBS44A FL474.348 PBS46 FL474.349 PBS66 FL474.350 RCWB10 FL474.374 RCWB12 FL474.375 RCWB14 FL474.376 THG3A FL474.418 THG4A FL474.419 THJL-2 FL474.421 THJR-2 FL474.422 SIMPSON STRONG -TIE COMPANY, INC NER 443 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # CWB106 CWB126 DBT1Z DJT14Z DPTSZ DPT7Z DRT8 EPC44 EPC44-16 EPC44-16Z EPC46 EPC46-16 EPC46-16Z EPC48 EPC48-16 EPC64 EPC64-16 EPC66 EPC66-16 EPC68 EPC84 EPC86 EPC88 GH46-6 GH46-8 GH48-6 GH48-8 GLTV3.511 GLTV3.512 GLTV3.514 GLTV3.516 FL474.49 FL474.50 FL474.51 F L474.57 FL474.58 FL474.60 FL474.61 FL474.67 FL474.68 FL474.68 FL474.69 FL474.70 FL474.70 FL474.71 FL474.72 FL474.73 FL474.74 FL474.75 FL474.76 FL474.77 FL474.78 FL474.79 FL474.80 FL474.100 FL474.101 FL474.102 FL474.103 FL474.104 FL474.104 FL474.104 FL474.104 GLTV3.518 FL474A04 GLTV3.520 FL474.104 GLTV3.56111.25 FL474.104 GLTV3.56/11.5 FL474.104 GLTV3.56113.25 FL474.104 GLTV3.56115.25 FL474.104 GLTV3.56118.75 FL474.104 GLTV3.56119 FL474.104 GLTV3.56/9.25 FL474.104 GLTV3.59 FL474.104 GLTV5.50111.25 FL474.105 GLTV5.50/13.25 FL474A05 GLTV5.50/15.25 FL474.105 GLTV5.50118.75 FL474.105 GLTV5.50119 FL474A05 GLTV5.5019.25 FL474.105 GLTV5.511 FL474.105 GLTV5.512 FL474.105 GLTV5.514 FL474.105 GLTV5.516 FL474.105 GLTV5.518 FL474.105 GLTV5.520 FL474.105 GLTV5.59 FL474.105 HGLTV3.511 FL474.132 HGLTV3.512 FL474.132 HGLTV3.514 FL474.132 HGLTV3.516 FL474.132 HGLTV3.518 FL474.132 HGLTV3.520 FL474.132 HGLTV3.56111.25 FL474.132 HGLTV3.56/11.5 FL474.132 HGLTV3.56118.75 FL474.132 HGLTV3.56119 FL474.132 HGLTV3.56/9.25 FL474.132 HGLTV3.59 FL474.132 HGLTV5.50118.75 FL474.133 HGLTV5.50119 FL474.133 HGLTV5.511 FL474.133 HGLTV5.512 FL474.133 HGLTV5.514 FL474.133 HGLTV5.516 FL474.133 HGLTV5.518 FL474.133 HGLTV5.520 FL474.133 HGLTV5.59 FL474.133 LPC4 FL474.239 LPC4Z FL474.239 LS30 FL474.241 LS30Z FL474.241 LS50 FL474.242 LS60Z FL474.242 LS70 FL474.243 LS70Z FL474.243 LS90 FL474.244 LTB20 FL474.253 LTB40 FL474.254 MA4 FL474.303 MA4Z FL474.303 MA6 FL474.304 MA6Z FL474.304 PB44 FL474.342 PB44R FL474.343 PB44Z FL474.342 SIMPSON STRONG -TIE COMPANY, INC PB46 PB46R PB66 PB66R PB66Z PC44 PC44-16 PC44-16Z PC44Z PC46 PC46-16 PC46-16Z PC46Z PC48 PC48-16 PC64 PC64-16 PC66 PC66-16 PC66Z PC68 PC84 PC86 PC88 SP4 SP4Z SP6 SP6Z SP8 SPBZ WB106 FL474.344 FL474.345 FL474.346 FL474.347 FL474.345 FL474.351 FL474.352 FL474.352 FL474.351 FL474.353 FL474.354 FL474.354 FL474.353 FL474.355 FL474.356 FL474.357 FL474.358 FL474.359 FL474.360 FL474.359 FL474.361 FL474.362 FL474.363 FL474.364 FL474.386 FL474.386 FL474.387 FL474.387 FL474.388 F L474.388 FL474.440 NER 499 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # ABE46 FL474.19 ABE66 FL474.20 CPAI32 FL474.48 H10 FL474.109 H10R FL474.111 H10SS FL474A09 H10SSN FL474.109 H10Z FL474.109 HCP1.81 FL474.121 HCP2 FL474.122 HCP2Z FL474.122 HCP4 FL474.123 HFA6 FL474.130 HFA8 FL474.131 HRC22 FL474.169 HRC42 FL474A70 HRC44 FL474.171 HS24 FL474.172 LUS210-3 FL474.276 LUS26-3 FL474.283 LUS28-3 FL474.286 PBV10 FL474.372 PBV10KT FL474.372 PBV6 FL474.373 PBVGKT FL474.373 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICB05328 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # PHD2-SDS3 FL503.27 PHD5-SDS3 FL503.26 PHD6-SDS3 FL503.28 PHD8-SDS3 FL503.29 SIMPSON STRONG -TIE COMPANY, INC ICB05357 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # Product Florida # BCS2-214 FL503.1 HSUR/L26-2 FL503.16 BCS2-2/4Z FL503.1 HSURIL410 FL503.17 BCS2-316 FL503.2 HSURIL414 FL503.18 GAi FL503.3 HSURIL46 FL503.19 GA2 FL503.4 MASB FL503.24 HSUR/L210.2 FL503.14 TBE4 FL503.39 HSUR/L214-2 FL503.15 TBE6 FL1725.6 SIMPSON STRONG -TIE COMPANY, INC SBCCI9603B Used for Florida State Wide Product Approval # FL538 Products on this Report which are approved: Product Florida # Product Florida # HTS16 FL538.8 MBHA3.5619.25 FL538.23 HTS20 FL538.9 MBHA5.50111.25 FL538.24 HTS24 FL538.10 MBHA5.50/11.88 FL538.25 HTS28 FL538.11 MBHA5.50114 FL538.26 HTS30 FL538.12 MBHA5.50116 FL538.27 HTS30C FL538.13 MBHA5.50118 FL538.28 MBHA3.12/11.25 FL538.16 MBHA5.5019.25 FL538.29 MBHA3.1219.25 FL538.17 SPH4 FL538.34 MBHA3.56111.25 FL538.18 SPH4Z FL538.34 MBHA3.56111.88 FL538.19 SPH6 FL538.35 MBHA3.56114 FL538.20 SPH6Z FL538.35 MBHA3.56/16 FL538.21 SPH8 FL538.36 MBHA3.56118 FL538.22 SPHBZ FL538.36 SIMPSON STRONG -TIE COMPANY, INC ICBO 4935 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # HCA11-5 FL1463.5 HCA11.6 FL1463.6 HCA11-7 FL1463.7 HCA71-9 FL1463.8 HCA5-5 FL1463.9 HCA5-6 FL1463.10 HCA5-7 FL1463.11 HCA5-9 FL1463.12 HCA7-5 F0463.13 HCA7-6 FL1463.14 HCA7.7 FL1463.15 HCA7-9 FL1463.16 HCA9-5 FL1463.17 HCA9-6 FL1463.18 HCA9-7 FL1463A9 HCA9-9 FL1463.20 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICBO 5537 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # CJT3L FL1463.1 CJT3LKT FL1463.1 CJT3S FL1463.1 CJT3SKT FL1463.1 CJT4L FL1463.2 CJT4LKT FL1463.2 CJT4S FL1463.2 CJT4SKT FL1463.2 CJT5L FL1463.3 CJT5LKT FL1463.3 CJT5S FL1463.3 CJT5SKT FL1463.3 CJT6L FL1463.4 CJT6LKT FL1463.4 CJT6S FL1463.4 CJT6SKT FL1463.4 SIMPSON STRONG -TIE COMPANY, INC ICBO 5938 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved; Product Florida # HDC10122-SDS2.5 FL1463.21 HDC1014.SDS2.5 FL1463.22 HDC5/22-SDS2.5 FL1463.23 HDc514-SDS2.5 FL1463.24 HDQ8-SDS3 FL1463.25 PCT78 FL1463.41 PCT23 FL1463.42 PCT27 FL1463.43 PCT38 FL1463.44 SIMPSON Sts'on�-1'i� SIMPSON STRONG -TIE COMPANY, INC ICB05655 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # ABU66 FL1725.1 ABU88 FL1725.2 SIMPSON STRONG -TIE COMPANY, INC NER 694 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # ICFLC FL1725.3 ICFLC-CW FL1725.4 ICFLC-W FL1725.5 SIMPSON STRONG -TIE COMPANY, INC ICC-ES ESR-1056 Used for Florida State Wide Product Approval # FL2304 Products on this Report which are approved: Product Florida # THD Titen HD 2304.2 TM SIMPSON STRONG -TIE COMPANY, INC Apex Technology ER SIM200402 Used for Florida State Wide Product Approval # FL2355 Products on this Report which are approved: Product Florida # TTN Masonry Screw 2355.1 TM SIMPSON STRONG -TIE COMPANY, INC Apex Technology ER SIM200403 Used for Florida State Wide Product Approval # FL3746 Products on this Report which are approved: Product Florida # STR'/2 3746.1 STIR % 3746.2 STIR %L 3746.3 STIR System 3746.4 STRR % 3746.5 STRR % 3746.6 � SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICC-ES ERm6119 Used for Florida State Wide Product Approval # FL3751 Products on this Report which are approved: Product Florida # GBC 3751.1 LTHJA26 3751.2 THAL422 3751.3 THAR422 3751.4 TSB2-24 3751.5 VTC2 3751.6 TM SIMPSON STRONG -TIE COMPANY, INC. ECC-ES ER-1211 Used for Florida Statewide Product Approval # FL5805 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # CC106 5805.1 ECC44 5805,22 GLBSD 5805.43 CC31/4-4 5805.2 ECC46 5805.23 GLB7A 5805,44 CC31/4-6 5805.3 ECC51/4-4 5805.24 GLB7B 5805.45 CC44 5805.4 ECC51/4-6 5805.25 GLB7C 5805.46 CC46 5805.5 ECC51/4-8 5805.26 GLB7D 5805.47 CC51/4-4 5805.6 ECC64 5805.27 GLBT512 5805.48 CC51/4-6 5805.7 ECC66 5805.28 GLBT516 5805.49 CC51/4-8 5805.8 ECC68 5805.29 GLBT520 5805.50 CC64 5805.9 ECC76 5805.30 GLBT612 5805.51 CC66 5805.10 ECC77 5805.31 GLBT616 5805.52 CC68 5805.11 ECC78 5805.32 GLBT620 5805.53 CC76 5805.12 ECC86 5805.33 HF24N 5805.54 CC77 5805.13 ECC88 5805.34 HF26N 5805.55 CC78 5805.14 ECC96 5805.35 HGLBA 5805.56 CC86 5805.15 ECC98 5805.36 HGLBB 5805.57 CC88 5805.16 FTA2 5805.37 HGLBC 5805.58 CC96 5805.17 FTA5 5805.38 HGLBD 5805.59 CC98 5805.18 FTA7 5805.39 HPAHD22 5805.60 ECC106 5805.19 GLBSA 5805.40 HPAHD22-2P 5805.61 ECC31/4-4 5805.20 GLBSB 5805.41 PAHD42 5807562 ECC31/4-6 5805.21 GLBSC 5805.42 NA SIMPSON STRONG -TIE COMPANY, INC ECC-ES ER-5117 Used for Florida Statewide Product Approval # FL5808 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # B Series 5808.1 HU214-3TF 5808.46 HU416TF 5808.91 HUG312TF 5808.136 EG5 5808.2 HU214TF 5808.47 HU44 5808.92 HUC314 5808.137 EG7 5808.3 HU216-2 5808.48 HU44TF 5808.93 HUC314-2 5808.138 EG9 5808A HU216-2TF 5808.49 HU46 5808.94 HUC314TF 5808.139 GB Series 5808.5 HU216-3 5808.50 HU46TF 5808.95 HUC316 5808.140 GLS3.5 5808.6 HU216-3TF 5808.51 HU48 5808.96 HUC34 5808.141 GLS3-7 5808.7 HU216TF 5808.52 HU48TF 5808.97 HUC34TF 5808.142 GLS3-9 5808.8 HU24-2 5808.53 HU610 5808.98 HUC3516/22 5808.143 GLS5.5 5808.9 HU24-2TF 5808.54 HU61OTF 5808.99 HUC36 5808.144 GL55-7 5808.10 HU24TF 5808.55 HU612 5808.100 HUC36TF 5808.145 GLS7-7 5808.11 HU26 5808.56 HU612TF 5808.101 HUC38 5808.146 GLS7-9 5808.12 HU26-2 5808.57 HU614 5808.102 HUC38TF 5808.147 GLST3 5808.13 HU26-2TF 5808.58 HU614TF 5808.103 HUC410 5808.148 GLST5 5808.14 HU26TF 5808.59 HU616 5808.104 HUC41OTF 5808.149 GLST7 5808.15 HU28 5808,60 HU616TF 5808.105 HUC412 5808.150 GLT Series 5808.16 HU28-2 5808.61 HU66 5808.106 HUG412TF 5808.151 HB Series 5808.17 HU28-2TF 5808.62 HU66TF 5808.107 HUC414 5808.152 HGB Series 5808.18 HU28TF 5808.63 HU68 5808.108 HUC414TF 5808.153 HGLS5 5808.19 HU310 5808.64 HU68TF 5808.109 HUG416 5808.154 HGLS7 5808.20 HU310-2 5808.65 HUC210-2 5808.110 HUG416TF 5808.155 HGLS9 5808.21 HU31OTF 5808.66 HUC210-2TF 5808.111 HUG44 5808.156 HGLST5 5808.22 HU312 5808.67 HUC210-3 5808.112 HUC44TF 5808.157 HGLST7 5808.23 HU312-2 5808.68 HUC210-3TF 5808.113 HUG46 5808.158 HGLST9 5808.24 HU312TF 5808.69 HUC212-2 5808.114 HUG46TF 5808.159 HGLT Series 5808.25 HU314 5808.70 HUC212-2TF 5808.115 HUC48 5808.160 HHB Series 5808.26 HU314-2 5808.71 HUC212-3 5808.116 HUC48TF 5808.161 HSUL 5808.27 HU314TF 5808.72 HUC212-3TF 5808.117 HUG610 5808.162 HSUR 5808.28 HU316 5808.73 HUG214.2 5808.118 HUC61OTF 5808.163 HU14 5808.29 HU316TF 5808.74 HUC214-2TF 5808.119 HUC612 5808.164 HUM 5808.30 HU34 5808.75 HUC214-3 5808.120 HUC612TF 5808.165 HU210-2 5808.31 HU34TF 5808.76 HUC214-3TF 5808.121 HUC614 5808.166 HU210-2TF 5808.32 HU3514-2 5808.77 HUG216-2 5808.122 HUG614TF 5808.167 HU210-3 5808.33 HU3516-2 5808.78 HUC216-3 5808.123 HUC616 5808.168 HU210-3TF 5808.34 HU3516/22 5808.79 HUC216-3TF 5808.124 HUG616TF 5808.169 HU21OTF 5808.35 HU36 5808.80 HUC24-2 5808.125 HUC66 5808.170 HU212 5808.36 HU36TF 5808.81 HUC24-2TF 5808.126 HUC66TF 5808.171 HU212.2 5808.37 HU38 5808.82 HUG26.2 5808.127 HUC68 5808.172 HU212-2TF 5808.38 HU38TF 5808.83 HUC26-2TF 5808.128 HUC68TF 5808.173 HU212-3 5808.39 HU410 5808.84 HUC28-2 5808.129 HW Series 5808.174 HU212-3TF 5808.40 HU41OTF 5808.85 HUC28-2TF 5808.130 HWU Series 5808.175 HU212TF 5808.41 HU412 5808.86 HUC310 5808,131 LBV Series 5808.176 HU214 5808.42 HU412TF 5808.87 HUC310-2 5808.132 LEG3 5808.177 HU214-2 5808.43 HU414 5808.88 HUG31OTF 5808.133 LEG5 5808.178 HU214-2TF 5808.44 HU414TF 5808.89 HUC312 5808.134 LEG7 5808.179 HU214-3 5808.45 HU416 5808.90 HUC312�35 MEG5 5808.180 n i t Product Florida # MEG7 5808.181 SUL 5808.182 SULI 5808.183 SUR 5808.184 SURI 5808.185 U14 5808.186 U210 5808.187 U210-2 5808.188 U210-3 5808.189 U21OR 5808.190 U214 5808.191 U24 5808.192 U24-2 5808.193 U24R 5808.194 U26 5808.195 U26-2 5808.196 U26-3 5808.197 U26R 5808.198 U310 5808,199 U314 5808.200 U34 5808.201 U3510-2 5808.202 U3510/14 5808.203 U3512-2 5808.204 U3516120 5808.205 U36 5808.206 U410 5808.207 U41OR 5808.208 U414 5808.209 U44 5808.210 U44R 5808.211 U46 5808.212 U46R 5808.213 U610 5808.214 U61OR 5808.215 U66 5808.216 U66R 5808.217 W Series 5808.218 WNP Series 5808.219 WNPU Series 5808.220 WPU Series 5808.221 NER 393 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # AB44 FL474.6 H2.5SS FL474.115 HIT3624 FL474.159 LU26 FL474.268 AB44R FL474.7 H2.5SSN FL474.115 HIT3526 FL474.160 LU28 FL474.269 AB46 FL474.8 H2.6Z FL474.115 HIT418 FL474.161 WPM FL474.270 AB46R FL474.9 H2SS FL474.116 HIT420 FL474.162 LUP24 FL474.271 AB66 FL474.10 H2SSN FL474.115 HIT422 FL474.163 LUP26 FL474.272 AB66R FL474.11 H2Z FL474.114 HIT424 FL474.164 LUP28 FL474.273 CB1010 FL474.33 H3 FL474.116 HIT426 FL474.165 MAB16 FL474.305 CB1012 FL474.34 H3B FL474.116 HPA28 FL474.166 MAB16Z FL474.305 CB1212 FL474.35 H3SS FL474.116 HPA35 FL474.167 MA823 FL474.306 CB44 FL474.36 H3SSN FL474.116 JB210 FL474.219 MAB23Z FL474.306 CB46 FL474.37 H3Z FL474.116 JB212 FL474.220 MPA132 FL474.309 CB48 FL474.38 H4 FL474.117 JB214 FL474.221 MPA144 FL474.310 CB66 FL474.39 H4SS FL474.117 JB26 FL474.222 PA18 FL474.331 CB68 FL474.40 H4SSN FL474.117 JB28 FL474.223 PA23 FL474.332 CB88 FL474.41 H4Z FL474.117 LB210 FL474.229 PA28 FL474.333 EPB44 FL474.62 H5 FL474.118 LB212 FL474.230 PA36 FL474.334 EPB44A FL474.63 HSSS FL474.118 LB214 FL474.231 PA118 FL474.337 EPB44AB FL474.63 HSSSN FL474.118 LB216 FL474.232 PA123 FL474.338 EPB44AMB FL474.63 H5Z FL474.118 LB26 FL474.233 PA128 FL474.339 EPB46 FL474.65 HIT318 FL474.151 LB28 FL474.234 PA135 FL474.340 EPB66 FL474.66 HIT320 FL474.152 LCB44 FL474.236 PATM25 FL474.341 EPB66-12 FL474.66 HIT322 FL474.163 LCB46 FL474.236 PF24 FL474.365 H1 FL474.108 HIT324 FL474A54 LCB66 FL474.237 PF24Z FL474.365 H1Z FL474.108 HIT326 FL474.155 LTT19 FL474.263 PF26 FL474.367 H2 FL474.114 HIT3618 FL474.166 LTT20B FL474.264 PF26Z FL474.367 H2.5 FL474.115 HIT3520 FL474.157 LU210 FL474.266 H2.5B FL474.115 HIT3622 FL474.158 LU24 FL474.267 SIMPSON STRONG -TIE COMPANY, INC NER 421 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # A21 FL474.1 F26P FL474.83 HHUS46Z FL474.149 LUS26SSN FL474.281 A21Z FL474.1 F34 FL474.84 HHUS48 FL474.150 LUS26Z FL474.281 A23 FL474.2 F34N FL474.84 HHUS48Z FL474.150 LUS28 FL474.284 A23Z FL474.2 F34NZ FL474.84 HUS210 FL474.185 LUS28Z FL474.284 AC4 FL474.23 F36 FL474.85 HUS210Z FL474.185 PF24A FL474.366 AC6 FL474.24 F36N FL474.85 HUS212 FL474.188 PF26A FL474.368 ACE4 FL474.25 F36NZ FL474.85 HUS26 FL474.192 PFD24 FL474.369 ACE4Z FL474.25 F44 FL474.86 HUS26Z FL474.192 PFD26 FL474.370 ACE6 FL474.26 F44Z FL474.86 HUS28 FL474A95 PFDS26 FL474.371 BC4 FL474.27 F46 FL474.87 HUS28Z FL474.195 RR FL474.377 BC46 FL474.28 F46Z FL474.87 LSSU210-2 FL474.246 RTC24 FL474.379 BC4R FL474.29 HHUS210-2 FL474.145 LSSU410 FL474.248 RTC24Z FL474.379 BC4Z FL474.27 HHUS210-2Z FL474.145 LUS210 FL474.274 RTC42 FL474.380 BC6 FL474.30 HHUS26-2 FL474.146 LUS210SS FL474.274 RTC44 FL474.381 BC6R FL474.31 HHUS26.2Z FL474.146 LUS210SSN FL474.274 Z4 FL474.446 BC8 FL474.32 HHUS28.2 FL474.147 LUS210Z FL474.274 Z44 FL474.447 F24.2 FL474.81 HHUS28.2Z FL474A47 LUS24 FL474.279 Z6 FL474.448 F24-2Z FL474.81 HHUS410 FL474.148 LUS24Z FL474.279 F26-2 FL474.82 HHUS410Z FL474.148 LUS26 FL474.281 F26.2Z FL474.82 HHUS46 FL474A49 LUS26SS FL474.281 SIMPSON SIMPSON STRONG -TIE COMPANY, INC NER 432 Used for Florida State Wide Product Approval # Product Florida # ASE44 FL474.18 CBA66 FL474.42 EPB44T FL474.64 H10-2 FL474.110 H15 FL474.112 H15-2 FL474.113 HGT-2 FL474A34 HGT-3 FL474.135 HGT-4 FL474.136 HSS2-2KT FL474.179 HSS2-2-SDS3 FL474.179 HSS2KT FL474.178 FL474 Products on this Report which are approved: Product Florida # HSS2-SDS1.5 FL474.178 HSS4KT FL474.180 HSS4-SDS3 FL474.180 LSSU210 FL474.245 LSSU210Z FL474.245 LSSU28 FL474.247 LSSU125 FL474.249 LSSU135 FL474.250 LTHJL FL474.255 LTHJLZ FL474.255 LTHJR FL474.256 LTHJRZ FL474.256 Product LTHMA LTP4 LTP4Z LTT 131 MSC1.81 MSC2 MSC4 RSP4 RSP4Z SP1 SP1Z SP2 SIMPSON Florida # FL474.257 FL474.258 FL474.258 FL474.265 FL474.311 FL474.312 FL474.313 FL474.378 FL474.378 FL474.384 FL474.384 FL474.385 SIMPSON STRONG -TIE COMPANY, INC Product SS1.5 SS2.5 SS3 SS4.5 THG2A THWAL T HWAR TW810 TWB12 TW814 Florida # FL474.389 FL474.390 FL474.391 FL474.392 FL474.415 FL474.416 FL474.417 FL474.425 FL474.426 FL474.427 NER 469 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # ABU44 FL474.21 ITT29.5 FL474.215 ITT412 FL474.215 IUT313 FL474.216 ABU46 FL474.22 ITT311.25 FL474.215 1TT412.5 FL474.215 IUT314 FL474.216 FAG FL474.88 IM11.5 FL474.215 ITT413 FL474.215 IUT316 FL474.216 FAG FL474.88 ITT311.88 FL474.215 ITT414 FL474.215 IUT3510 FL474.216 FJA FL474.98 ITT312 FL474.215 ITT416 FL474.215 IUT3512 FL474.216 FSA FL474.99 ITT313 FL474.215 ITT49.25 FL474.215 IUT3514 FL474.216 GT2 FL474.106 IM14 FL474.215 ITT49.37 FL474.215 IUT3516 FL474.216 GTF FL474.107 IM16 FL474.215 ITT49.5 FL474.215 IUT410 FL474.216 ITT11.25 FL474.215 ITT3511.25 FL474.215 1TT9.25 FL474.216 IUT412 FL474.216 ITT11.88 FL474.215 ITT3511.88 FL474.215 ITT9.5 FL474.215 IUT413 FL474.216 1TT14 FL474.215 ITT3614 FL474.215 1UT11 FL474.216 IUT414 FL474.216 1TT16 FL474.215 1TT359.25 FL474.215 IUT14 FL474.216 IUT416 FL474.216 ITT2.06111.88 FL474.215 ITT359.5 FL474.215 IUT2.06/11 FL474.216 1UT9 FL474.216 ITT2.06N4 FL474.215 ITT38 FL474.215 IUT2.06114 FL474.216 LPC6 FL474.240 ITT2.06/16 FL474.215 1TT39.25 FL474.215 IUT2.06/9 FL474.216 LPC6Z FL474.240 ITT2.06/9.5 FL474.215 ITT39.37 FL474.215 IUT211 FL474.216 PA51 FL474.335 1TT211.25 FL474.215 1TT39.5 FL474.215 IUT214 FL474.216 PA68 FL474.336 ITT211.88 FL474.215 ITT411.25 FL474.215 IUT29 FL474.216 THJA26 FL474.420 ITT214 FL474.215 ITT411.5 FL474.215 IUT310 FL474.216 ITT29.25 FL474.215 ITT411.88 FL474.215 IUT312 FL474.216 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICBO-ES ER-5313 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # HTT16 503.20 HTT22 503.21 � SIMPSON TM SIMPSON STRONG -TIE COMPANY, INC. ICB05349 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # STHD10 FL503.33 STHDIORJ FL503.34 STHD14 FL503.35 STHD14RJ FL503.36 STHD8 FL503.37 STHDBRJ FL503.38 SIMPSON STRONG -TIE COMPANY, INC ICB05708 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # HD2A FL503.10 HDSA FL503.11 HDGA FL503.12 HDBA FL503.13 MTT28B FL503.25 H2.5A FL503.5 H2.5AZ FL503.5 HD10A FL503.6 HD14A FL503.7 HD15 FL503.8 HD20A FL503.9 SIMPSON STRONG -TIE COMPANY, INC APEXSIM200301 Used for Florida State Wide Product Approval # FL1423 Products on this Report which are approved: Product Florida # Product Florida # DSP FL1423.1 HTSM16 FL1423.11 H14 FL1423.2 HTSM20 FL1423.12 H16 FL1423.3 LGT2 FL1423.13 H16-2 FL1423.4 LTAI FL1423.14 H16-2S FL1423.5 MGT FU423.16 H16S FL1423.6 MTS24C FL1423.16 H8 FL1423.7 MTS28C FL1423.17 H8Z FL1423.7 MTS30C FLU23.18 HGA10KT FL1423.8 MTSM16 FL1423.19 HGAM10KTA FL1423.9 MTSM20 FL1423.20 HM9KT FL1423.10 SSP FL1423.21 SIMPSON STRONG -TIE COMPANY, INC ICBO 5268 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # SDS%X1% FL1463.45 SDS'/.X2 FL1463.46 SDS'/.X2% FL1463.47 SDS'/.X3 FL1463.48 SDSY.X3% FL1463.49 SDS'/.X4% FL1463.50 SDS'/.X6 FL1463.51 SDS114X1.5-RC70 FL1463.45 SDS114X1.5-RC50 FL1463.45 SDS114X2.5-RC10 FL1463.47 SDS114X2.5-RC50 FL1463.47 SDS114X2-RC10 FL1463.46 SDS114X2-RC50 FL1463.46 SDS114X3.5-RC10 FL1463.49 SDS114X3.5-RC50 FL1463.49 SDS114X3-RC10 FL1463.48 SDS114X3-RC50 FL1463.48 SDS114X4.5-RC25 FL1463.50 SDS1/4X4.5-RC5 FL1463.50 SDS114X6-RC25 FL1463.51 SDS1/4X6-RC5 FL1463.51 SIMPSON STRONG -TIE COMPANY, INC ICBO 5824 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # IUS1.56/11.8a FL1463.26 IUS1.56I9.5 FL1463.27 IUS1.81/11.88 FL1463.28 IUS7.81/14 FL1463.29 IUS1.8119.5 FL1463.30 IUS2.37111.88 FL1463.31 IUS2.37114 FL1463.32 IUS2.37/16 FL1463.33 IUS2.56/11.88 FL1463.34 IUS2.56114 FL1463.35 IUS2.56116 FL1463.36 IUS2.56/9.5 FL1463.37 IUS3.56111.88 FL1463.38 IUS3.56114 FL1463.39 IUS3.56116 FL1463.40 SIMPSON STRONG -TIE COMPANY, INC ICBO 5357 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # TBE6 FL1725.6 SIMPSON STRONG -TIE COMPANY, INC NER 209 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # THAC418 FL1725.7 SIMPSON STRONG -TIE COMPANY, INC APEXSIM2004-01 Used for Florida State Wide Product Approval # FL1901 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # CMST12 FL1901.1 HHETA20 FL1901.24 MST27 F0901.48 MSTI26 FL1901.71 CMST14 FL1901.2 HHETA24 FL1901.25 MST37 FL1901.49 MST136 FL1901.72 CMSTCI6 FL1901.3 HRS12 FL1901.27 MST48 FL1901.50 MST148 FL1901.73 C316 FL1901.4 HRS6 FL1901.28 MST60 FL1901.51 MST160 FL1901.74 CS18 FL1901.5 HRS8 FL1901.29 MST72 FL1901.52 MST172 FL1901.75 CS20 FL1901.6 LSTA12 FL1901.30 MSTA12 FL1901.53 RPS18 F0901.76 CS22 FL1901.7 LSTA15 FL1901.31 MSTA16 FL1901.54 RPS22 FL1901.77 FHAl2 FL1901.8 LSTA18 FL1901.32 MSTA18 FL1901.55 RPS28 FL1901.78 FHA18 FL1901.9 LSTA21 FL1901.33 MSTA21 FL1901.56 ST12 FL1901.79 FHA24 FL1901.10 LSTA24 FL1901.34 MSTA24 FL1901.57 ST18 FL1901.80 FHA30 FL1901.11 LSTA30 FL1901.35 MSTA30 FL1901.58 ST2116 FL1901.81 FHA6 FL1901.12 LSTA36 FL1901.36 MSTA36 FL1901.59 ST2122 FL1901.82 FHA9 FL1901.13 LSTA9 FL1901.37 MSTA9 FL1901.60 ST22 FL1901.83 HETA12 FL1901.14 LST149 FL1901.38 MSTAM24 FL1901.61 ST2216 FL1901.84 HETA16 FU901.15 LST173 FL1901.39 MSTAM36 FL1901.62 ST292 FL1901.85 HETA20 FL1901.16 META12 FL1901.40 MSTC28 FL1901.63 ST6215 FL1901.86 HETA24 FL1901.17 META14 FL1901.41 MSTC40 FL1901.64 ST6224 FL1901.87 HETA40 FLIMA8 META16 FL1901.42 MSTC4883 FL1901.65 ST6236 FL1901.88 HETALI2 FL1901.19 META18 FL1901.43 MSTC62 FL1901.66 ST9 FL1901.89 HETALI6 FL1901.20 META20 FL1901.44 MSTC66 FL1901.67 HETAL20 FL1901.21 META22 FL1901.45 MSTC6683 F0901.68 HHETAI2 FL1901.22 META24 FL1901.46 MSTC78 FL1901.69 HHETAI6 FL1901.23 META40 FL1901.47 MSTCM40 FL1901.70 SIMPSON STRONG -TIE COMPANY, INC ICC-ES ER-5791 Used for Florida State Wide Product Approval # FL2304 Products on this Report which are approved: Product Florida # AT Acrylic Tie 2304.1 which includes AT08 AT13 AT30 ATPAC05KT TM SIMPSON STRONG -TIE COMPANY, INC Dade County NOA No:02-0719.02 Used for Florida State Wide Product Approval # FL2361 Products on this Report which are approved: Florida # Product HGUQ26-2-SDS3 FL2361.1 HGUQ26.3-SDS4.5 FL2361.2 HGUQ28.2-SDS3 FL2361.3 HGUQ28.3-SDS4.6 FL2361.4 HGUS26-3 FL2361.5 HGUS28.3 FL2361.6 LUS310 FL2361.7 THA422-2 FL2361.9 THAC422 FL2361.10 THAC422-2 FL2361.11 THASL218 FL2361.12 THASL218.2 FL2361.13 THASR218 FL2361.14 THASR218.2 FL2361.15 SIMPSON STRONG -TIE COMPANY, INC Apex Technology ER SIM200404 Used for Florida State Wide Product Approval # FL3750 Products on this Report which are approved: Product Florida # Product Florida # FGTR 3750.1 HGUS26-4 3750.30 FGTRE 3750.2 HGUS28 3750.31 FGTRHL 3750.3 HGUS28-2 3750.32 FGTRHR 3750.4 HGUS28-3 3750.33 HGUQ210-2 3750.5 HGUS28-4 3750.34 HGUQ210-3 3750.6 HGUS3.25/10 3750.35 HGUQ210-4 3750.7 HGUS3.25/12 3750.36 HGUQ26-2 3750.8 HGUS410 3750.37 HGUQ26-3 3750.9 HGUS412 3750.38 HGUQ26-4 3750.10 HGUS414 3750.39 HGUQ28-2 3750.11 HGUS46 3750.40 HGUQ28-3 3750.12 HGUS48 3750.41 HGUQ28-4 3750.13 HGUS5.25/10 3750.42 HGUQ410 3750.14 HGUS5.25/12 3750.43 HGUQ46 3750.15 HGUS5.50/10 3750.44 HGUQ48 3750.16 HGUS5.50/12 3750.45 HGUS2.75/10 3750.17 HGUS5.50/14 3750.46 HGUS2.75/12 3750.18 HGUS5.62/10 3750.47 HGUS2.75/14 3750.19 HGUS5.62/12 3750.48 HGUS210-2 3750.20 HGUS5.62/14 3750,49 HGUS210-3 3750.21 HGUS6.88/10 3750.50 HGUS210-4 3750.22 HGUS6.88/12 3750.51 HGUS212-3 3750.23 HGUS6.88/14 3750.52 HGUS212-4 3750.24 HGUS7.25/10 3750.53 HGUS214-3 3750.25 HGUS7.25/12 3750.54 HGUS214-4 3750.26 HGUS7.25/14 3750.55 HGUS26 3750.27 HGUS7.37/10 3750.56 HGUS26-2 3750.28 HGUS7.37/12 3750.57 HGUS26-3 3750.29 HGUS7.37/14 3750.58 Page 2 SIM200404 Used for Florida State Wide Product Approval # FL3750 Products on this Report which are approved: Product Florida # Product Florida # H H U S210-2 3750.59 H U S412 3750.84 H H U S210-3 3750.60 H U S46 3750.85 HHUS210-4 3750.61 HUS48 3750.86 HHUS26-2 3750.62 LUS210 3750.87 HHUS28-2 3750.63 LUS210-2 3750.88 HHUS410 3750.64 LUS210-3 3750.89 HHUS46 3750.65 LUS214-2 3750.90 HHUS48 3750.66 LUS24 3750.91 HHUS5.50110 3750.67 LUS24-2 3750.92 HHUS7.25/10 3750.68 LUS26 3750.93 HTU210 3750.69 LUS26-2 3750.94 HTU210-2 3750.70 LUS26-3 3750.95 HTU26 3750.71 LUS28 3750.96 HTU26-2 3750.72 LUS28-2 3750.97 HTU28 3750.73 LUS28-3 3750.98 HTU28-2 3750.74 LUS310 3750.99 HUS1.81/10 3750.75 LUS36 3750.100 HUS210 3750.76 LUS410 3750.101 HUS210-2 3750.77 LUS414 3750,102 HUS212-2 3750.78 LUS44 3750.103 HUS26 3750.79 LUS46 3750.104 HUS26-2 3750.80 LUS48 3750.105 HUS28 3750.81 MUS26 3750.106 HUS28-2 3750.82 MUS28 3750.107 HUS410 3750.83 TM SIMPSON STRONG -TIE COMPANY, INC ECC-ES ERm5952 Used for Florida Statewide Product Approval # FL5806 Products on this Report which are aunroved: Product Florida # Product Florida # CBQ44-SDS2 5806.1 CC076-SDS2.5 5806.19 CBQ46-SDS2 5806.2 CCQ77-SDS2.5 5806.20 CBQ66-SDS2 5806.3 CCQ78-SDS2.5 5806.21 CBSQ44-SDS2 5806.4 ECCQ3-4-SDS2.5 5806.22 CBSQ46-SDS2 5806.5 ECCQ3-6-SDS2.5 5806.23 CBSQ66-SDS2 5806.6 ECCQ44-SDS2.5 5806.24 CCQ3-4-SDS2.5 5806.7 ECCQ46-SDS2.5 5806.25 CCQ3-6-SDS2.5 5806.8 ECCQ48-SDS2.5 5806.26 CCQ44-SDS2.5 5806.9 ECCQ5-4-SDS2.5 5806.27 CCQ46-SDS2.5 5806.10 ECCQ5-6-SDS2.5 5806.28 CCQ48-SDS2.5 5806.11 ECCQ5-8-SDS2.5 5806.29 CCQ5-4-SDS2.5 5806.12 ECCQ64-SDS2.5 5806.30 CCQ5-6-SDS2.5 5806.13 ECCQ66-SDS2.5 5806.31 CCQ5-8-SDS2.5 5806.14 ECCQ68-SDS2.5 5806.32 CCQ64-SDS2.5 5806.15 ECCQ74-SDS2.5 5806.33 CCQ66-SDS2.5 5806.16 ECCQ76-SDS2.5 5806.34 CCQ68-SDS2.5 5806.17 ECCQ77-SDS2.5 5806.35 CCQ74-SDS2.5 5806.18 ECCQ78-SDS2.5 5806.36 c u SIMPSON STRONG -TIE COMPANY, INC Page I of 3 P10ducl Search User: Public User - Not Associated with Organization - Product —H..w Code Manufacturer: Florida a Extruders International, Inc. Category. (ALL) ......... ............. Subcategory. APPlication/Seq ... .. . (### or kpplication )talus: (ALL) "valuation 4ethod: (ALL) . .. ... .... ...... ...... ......... )rder by: .. Manufacturer Category Subcategory App / Seq # Status Evaluation Method Ic h;; -)v "ind dr PFC )e: Go http.*//www. floridabuilding-org/pr/pr_srch.asp 11/11/2005 rionda Building Code Online Page 2 of 3 I FL44-R2 xtruders International, "k ' ' ..... Fixed Approved Florida FL45-R2 Exiniders J.-.Xtelio- Hislor International, Doors ... Sliding Approved Inc. FL3136- Florida L.F. Schmidt, Approved R I Exti-tiders International, Windows Mull. ions P.E. Evaluation Report History - ......... Inc. (813) 926-6537 Hardeopy Received FL4062 - Florida RI Extruders Em"enor Sliding His(oi-v International, Leg.. Approved FL4063 Florida L.F. Schmidt, A . pproved RI Extruders International, Willi"ONN'S Mullions P.E. Evaluation Report History Inc. - Hardcopy (813) 926-6537 Received FL4129- Florida RI Extruders International, Single Hung Approved Inc. FL4130- Florida RI Extruders International, W*0nwv'.S asement Approved Hislory Inc. r - FL4131 �loi_-ida RI Extruders International, Wi0di:'w', orizontal Slider Approved Histoi-v 11 Inc. FL4132- Florida RI Extruders International, Wi-rdows Fixed Approved Inc. FL4705- Florida RI Extruders International, Wi doNvs Single Hung Approved Histol-V Inc. FL4708- Flofida RI Extruders International, Windows Single Hung Approved History Inc. Florida FL5502 [xtruders r ntem;ktional, Exterior - ' Doors Sliding Approved ne, Page: ......... Go Page I I ......... Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. http://Www.flofidabuiIding.org/pr/pr-srch.asp 11/11/2005 - r�lt noE NIIANII-DADS CO.. METRO -DARE FLAGLEn . BUILDING CODE COMPLIANCE O MEMO -DADS FLAGI.F.R But .140wr,~r FLAGLER snrcr, stun MIAMI. FLORIDA 3312 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (3o;)3; Premdor Entry Systems corrrltAccottLICENSING NF, 911 E. Jeferson, P.O. Box 76 (303)373.2327 HAX(303)3 Pittsburgh ,KS 66762 cosrntwrolt>•:, FORC.EN1"i TD1 (305) 373.29" FAX (103) 3 ruouucr cov7ltot. ut (303) 373.2902 FAX (305) 7 Your application for Notice of Acceptance (NOA) of: Emergy 6-8 S-NY/E hisNving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Tyl Construction, and completely described herein, has been recommended for acceptance by the Miami-1 County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secu product or material at any time from a jobsite or manufacturers plant for quality control testing. product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspei use of such product or material immediately. BCCO reserves the right to revoke this approval, i determined by BCCO that this product or material fails to meet the requirements of the South F Buildin, Cede. The expense of such testing will be. incurred by the manufacturer. c_ ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raul ttoanguez ChicF Product Control Divisic 'THIS IS TIME COVERSHEET SEE ADDITIONAL PAGES r011 SIIECIf IC AND GENERAL CONDITIONS BUILDING CODE �C PRODUCT REVIEW CONUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Bu Code and Product Review Committee to be used in Nliami-Dade County Florida under the corditio forth above. APPROVED: 06i'05/200 i Frnncisco J. Quintana, R:A. Director Miatui-Dade County Building Code Compli'lnce 0 Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314, APPROVED EXPIRES JUN 0 5 21 April 02, 20 NOTICE OF ACCEPTANCE: si ,CII:iC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2 approves a residential insulatcd door, as described in Section 2 of this Notice of Ace designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miat County, for.the locations whcre the pressure requirements, as determined by SFBC Chaptc not exceed the Design Pressurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E hushing GIazed Double Residential Insulated Steel Doc Sidelites- and its components shall_ be constructed in strict compliance with the R documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrg) Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," prcc manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Product Control approval stamp with the Notice of Acceptance number and approval dat, Miami -Dade County Product Control Division. These documents shall hereinafter be refcn the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as sho approved drawings. Sinic door units shall include all components described in the active Ic this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that (lie zing? between the edge of canopy or overhang to sill is' Icss than 45 degrees. Unless unit is install non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulatcd steel door and its components shall be installed in strict compliance the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a l- oi o:cction systcm. 5. LABELING 5.1 Each unit shall bear a pernnancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be iccompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of tic approvcd drawings, as identified in Section 2 of this Notice c Acceptance, clearly marked to show the components sclected for the proposed instal 6.1.3 Any other documents required by the Building Official or the South Florida Buildint (SFBC) in order to properly evaluate the install on of this system. Ivlanu I Perez, P.E. Product Co ro E n rnit..r► %�nnl.r.� rl....ra+.. Premdor Entry Systems ACCEPTANCE No.: 01-03I4.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been acid the original submitted docutncntation, including test supporting data, engineering document are no older than eight (8) ,years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation o product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this accept including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation ini submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has bee requested (through the filing of a revision application with appropriate fce)and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising c other purposes. 6. The Notice of Acceptance number preceded by the words Nliami-Dade County, Florida, and followed by tlhc expiration date may be displayed in advertising literature. l f any portion of th< Notice of Acccptancc is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as Nvell as approved drawings and other documents, where it applic! shall be provided to the user by the manufacturer or its distributors and shall be available for inspection nt the job site at all time. The engineer nerds not reseal the copies. S. Failure to comply with any scc lion of this Acceptance shall be cause for terntitintion and remo Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP" IkNCE Manu Perez, fP.E.. Product Contrn r COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" I'Ieight — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO 2.6" 2'8" 2'10" To" 3'6' Not listed Not Listed — — 2'8" + 1'0' COP-WL-MA0143-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO i t VD + 2'8' + 1'0 COP•WL MA0144 02 02-0419.08 (Application Filed) 52.0 NO ` I 1'0" + 210" + 1'0" 1 Y + 2'8" + 1'2" j 1'0" + 2'8' + 1'0' 17 - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2' 2'6" + 2'6" + 2'6" 28'+28'+2'8' 2'10" + 2'10" + 2'10' 3'0' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 I NO 1 2'8" + 2'8" 2'10" - 2'10" 3'0- + 37 r • i t 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2-8" , 2'8" + 2'8' + 2'8' 2'l0" + 2'10' + 2'10" + 2'10' 3'0' + 3'0' + 3'0- + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from Me Masonile International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (vrNw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other slruch•res). National, a:ate or local building codes specify the edition required. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201, 0 O akaff AR k EK" N.,.Trv.. rr-,4N 4•.rD», PRFit-t�',^.%.�is�,n,r 1'INYMCI.A [[ t,nTNv {I(r(1M[ 1{p,?9. 10? Maionite International Corporation 0. ct-- V 01-7 m 0 P W I ra1D•o.tnXla "" fDetAKNnrrs. et1r9n )n0 DNDY[I r Glued Units COP-WL-rAA0100.02 FIBERGLASS DOORS 6'8" Height — Outswving 2'J 2'6' X 2'8" 2'10" 3'0" 3'6' COP-WL-MA0161-02 r 02-0418.03 (Application Filed) �• 55.0 ,. 1 NO Not Usled Not Listed — — Armngement Multiples (wid1h) 2'8" + 1'0' 2'8', 1'2" t 210" + 1'0" 1 2'10- + 1'2" 3'G` _ 1.0- 3'0" + 1'2" r4asonite international COP-WL-MA0163-02 mizimi-oade 6cco 02-0418.03 (Application Filed) DP Rating 55.0 Impact Rated NO X0, OX- OXO i1'2" i 1'0' + 2'8" + I COP-WL-MA0164.02 j 02-0418.03 (Applicalion Filed) 55.0 NO 1 17 + 210" + 17 1'2" + 2'8" + 1'2' 1'0" + 2'8' + 1'0" 1'0' + 3'0' + 17 17" + 2'10' + 1'2" + TO' + 1'2" 26-,26"+26" f 2'8" + TV + 2't?" 2'1G" + 2'10" + 2'1G' TO" + 3'0' + 37 XX. MCI 2'8" + 2'8' COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" TO' + 3'0" 2'6' + 2'8" + 2'6' + 2'6' COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8' + 2'e" + 2'8" + 2'8" 2'1G" + 2'10' + 210" + 2'10" i 3'0" + 3'0" 4 3'0" + 3'0' .Y`JIC 1. Cccr a. rangeinents using fewer panels than wh3! is sl*wi in the 2bove chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.maso,)4e.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonile.com) or from the technical center. 4. Ac!ual design pressure requirement Ior a specific building design d geographic Ioc2Gon is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. 1lasonite International structural, cyclic, air, water, forced enlry/or impact testing is done in accordance with Miami -Dade BCCO prolocol PA201, PA202 S PAM. O aba:ft AREK'. :�_:• ; •1.00na w"r•.rNri-�4•. f""10.::: ,..w...dr I.e .. o".n.r D•••. Masonile International Corporatior. /.o.c i•,. ?= 00 "&W> W 91 Df.4 n.D.wl 1• * MAM W611C*0M. 0-91 Yip VINCI COP•6VL-MA0100.02 FI13ERGLASS DOORS Glazed Units 8'0" Height — Inswing X 2'0" COP-WL-MA0146-02 02-0423.01 (Application Fded) 40.0 NO TV 2'8" 2.10" 3'0" 3'6" Not Listed Not Listed — — 2'8" + 1'0" 2'8" + 17" 2'1Or + VW 2'10" + 17 COP-WL-MA0148-02 3'0" + 1'0 I 3'G" + .'2- 02-0423.01 (Application Filed) 40.0 NO I t Y3. OX, �,Xo 1 1'C" COP-WL-MA0149-02 02-0423.01. (App;ication Filed) 40.0 NO ; L - 2'10" + 1'0" 1'2' + 2'8" + 1'2" 1'G" + 2'8" + 1'0" — 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1 2 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'i"+TO" +3'0" i s XX, OXXO 2'8" + 2'3" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO I 2'5' + 2'8" 2'10' + 210" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Appricalion Filed) 40.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: ?. Door arrangemanls US'Cg fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masorile International website (www.masonite.com) or from the technical center. 3. !r.sW'a_ion ins!redio :s are available from the ff.asonite Inlerna!icnal website (www.masonile.com) or from the technical center. ,tz; c'as:cn pressure requi.ament for a spaci'Ic cuild:ng design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buedings and other structures)- National, state or Kcal wilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. O aka ff ARTEK" .r"r" ...�{.t li M'1'M♦ D(nlr:t ra.Jrv. r�..,rrulv�D«n e,r� ti, i0^i I:V ca:kvK !'cam in N WN;rMt gr.yr0+cr�f M'"ssC. syc:�l:;::•sr's, (tsgr = 7 ;r):-:I Masonite International Corporatio r Glazed Units COP-M-MA0100.02 FIBERGLASS DOORS 8'0" Height — 4utswing COP-WL-MA0166-02 02-0423.03 (Application Filed) 47.0 NO X To. 2.6" 2'8" 2.10" TO" TV Not Listed Not Listed — .,F#rT-t1—Wfi1;ffiM X0, OX, OXO , . , 2'8" + 1'0" , COP-WL-MA0168-02 Dade ECCO 02-0423.03 (Application Filed) UP 1331ing 47.0 Impad Ratel NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 3'0" + 17" 1'0" + 2'8" + I COP-WL-MA0169-02 02-0423.03 (Application Fled) 47-0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8' + 1'0" 1'0" + 3'0" + 1'0" 17" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 710" + 2'10" + 2'10- TO' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-042303 (Application Fled) 47.0 NO 2'8" + 2'8" 2'10' + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Fled) 47.0 NO 2'8" + 2'8" + 2Y + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0"+TO" +3'0"+TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak,( aEK- �T•....1F_ AR r. .a I .a,.uf.,.al<,; taro Y•U00"S r.►7..w ra..N-t..n D.... 41, 19. SOW Out , pD0'M" W W DDv[t "npp.cmeM mMe1 SptCa�()I�D-1. Ocs'pl NW D'DU.KI nua $' q^l W Ch.W Mh" I.h". Masonite International Corporation r Opaque Units COP•WL•MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing ,. ,th) Masortile Internatio 210, 2.6" X 78" COP-WL-MA0101-02 2'10" 3'0" TV Not Listed Dadd 8CC0 01-1031.01 DP Rating 76.0 ,. 1 NO Not Listed — — Arrangement Multiples (width) Masonite International 2'8" + 1'0' 2'8" + 17 2'10" + 1'0" 210" + 17" COP-WL-MA0103-02 TO' + 1'0" 3'0" + 17 Miaml-Dade BCCD 02-0109.10 (Application Filed) OP Rating 55.0 Impact Rated NO X0, Ox, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 710" + 1'0" 17 + 2'8" + 1'2- 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" xx, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 21" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2V + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO' + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under The product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the Technical center. 3. Installation instructions are available Irom the Masonile International website (www.masonite.com) or from the technical center. 4_ Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 S PA203. O akgraff AR EW • l29. 2M ow lonM" 0,073..t Woe YnpO V* mils ,pelik~,. Ol,." 1M 0.00Yn .134 sllb (v W ~V "YYOY1 ro ' Masonile International Corp dragon 0 onnnne Units COP•WL•MA010O•02 FIBERGLASS DOORS 6'8" Height — Outswing Masonile Internationalr.r �rJLW r 20 7 '6"8 2"X 2 COP-WL-MA0121-02 01-1031.02 76.0 NO TO" Not Listed Not Listed - - TV r ]Efig tnia'am, IKIRE Mwr.]• r r• r ]. •] 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.09 2'10" + 17 COP-WL-MA0123-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0' X0.OX. OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 110" + 3'0" + 1'0" 02-0109.09 17 + 2'10" + 1'2" COP-WL-MA0124-02 (Application Filed) 55.0 NO 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6' 2'8" + 2'8" + 2'8" 2'10- + 2'10" + 2'10' 3'0" + 3'0" + 3'0" 2'8" + 2'8" 02-0109.09 2'8" + 2'8" COP-WL-MA0122-02 (Application Filed) 55.0 NO 2'10' + 2'10" 3'0" + 3'0" XX• OXXO 2'6' + 2'8" + 2'6" + 2'6" 02-0109.09 2'8' + 2'8" + 2'8' + 2'8" COP-Wl-MA0125-02 (Application Filed) 55.0 NO 2'10" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. state or local building codes specify the edition required. 5. Masonite International structural. cyclic• air• water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201• PA202 b PA203. Oakaff ARk EK- ram. �-fit . 4 tI Ml.•MGr.A"" K.TMY DOOM" t�s..l..vMrD.7sr 1, C.- A wl 75. 2W W CDM.rww:p w"_ .0 wODDO yDprO+HMMt main SDCCMCNb^s. Dt]q. )M pbO.tl Dtud SMbWCV W cww -4hWr M KI. Masonite International Corporation .COP-WL-MA0100.02 . FIBERGLASS DOORS 810" Height — Inswing Opaque Units IL 7��mr 02-0109.08 COP-WL-MA0106-02 (Application Filed) 70.0 NO 37 3'6" Not Listed Not Listed — — I.r• 1 1• r r. - 2'8" + 1'0" 2'8" + 17 2'10' + 1'0" 02-0109-08 2.10" + 17" COP-WL-MA0108-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" IV + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0.OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 17 02-0109.08 1'2" + 2'10" + 1'2" COP-WL-MA0109-02 (Application Fled) 55.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8 + 2'8 + 2'8" 210" + 210" + 2'10- 3'0" + 2'8" + 2'8" 02-0109.08 2'8" + 2'8' COP-WL-MA0107-02 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0' + 3'0" XX• OXXO 2'6" + 2'8" + 2'6" + 2'6" 02-0109.08 2'8' + 2'8" + 2'8" + 2'8" COP-WL-MA0110-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 2'10" + 2'10" 3'0"+TO" +3'0"+TO" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.corn) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. stale or local building codes specify the edition required. 5. Masonite International structural, cyclic• air• water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 0 Oak raft AR EK " r"'• -•'� "• .. M. ..r •.rr. r;r+.�ay. n'rry a.ior� wT..w i...r.",,,,r o.... PRF.lVki�(..J/,�.:... Masonite Inte�r•alional io�porat�o� AV, 29. 7007 0 to".rr" woMt1 +"wo.<mero mNtS foeUKw.p.s. +t)p" aM wowri orw,owow,r• w.~"W.. 0 (lnnnnv lfnilc COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Heipht — Outswinp, ,•Singles (width)r r 1.U• 1 27 2.6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 2'10" 3'0" TV Not Listed Not Listed 70.0 NO —ArTan — ,• 1(width)r 2'8" + I 2'8" + 1'2" 2'10" + 1'0" 2.10" + 1'Y 3'0" + 1'0" 3'0" + 1'2" 1 COP-WL-MA0128-02 1.�• 1 02-0109.07 (Application Fled) 1 r 55.0 NO X0, OX. OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO IV + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8' + 1'0' I + 3'0" + 1'0" 1'2" + 2'10" + 17" 1'2" + TO" + 1'2' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8' + 2'8' COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: t. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale or local building codes specify the edition required- 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR k EK- ...._... .- kMl'NY•1>OONt •�+�•vNrVr,Y-r^r De.n /�� I7/l� D A •W 29toot Masonite International Corporation OW r.O"MOO•Ln Ot F."o NnO•w - m,kt yp((ificm_ro M>•Qn )M pOE�tl &W I br•cl a (OaNpr "MOW rro1Kt. X . Unit N6" TYR 1, UNIT 8'8" UNIT •15/16' 17-1/8' MAXIMUM ON CENTER TYP. mein, 0 • 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/Z" • Height of door unit plus 1/4" It r MIMUL-MA0001.'02 SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 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 08 and 010 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1.1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer ►oads to the structure. ttt.. apri 29. 2002 Ma$onite International Corporation Ow (oMK.n.q pppram d p00un +^wa'emM mats SMAK3/9rr3. o,W .4 pooutl OtUA S,"% M OaW --hour rKrlKt. XO or OX Unit t SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' Cl TYR TYP. TYP. TYP. 1 i / I r 1 , UNIT 81I1" UNIT 15/16, 17-1/8' MAXIMUM ON CENTER TYP. Count1� Minimum Fastener • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 12" • Height of door unit plus 1/4" r ► 1, t .r r t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. 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 18 and 010 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 EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transler loads to the structure. to AI„a?g Ma)onile International COepOral,Gn OM tdn.._-�:l.JJ'Yn w U, 4UV(1 •r, fJ..mt,,, nweS )Ytl.l{JA.�). oHpn W rx�l "4 wolen to tMrgt "+now nma oxo Unitr SINGLe DOOR WITH 2 SIDELITES ] " UNIT 8'0' UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member - 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" r r r r r r r r I r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. 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 18 and 110 wood screws or 3116" Tapcons. 2 The wood screw single shear design values come from Table 11.3A of ANSI/AF b PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 AprA 29. 2002 Masonite International Corporation Ow w•••.-ro r r]." w W uu.c• . ]+n.K•w "wn .on++.www. O!)y.. ].K J.tlOv[I MI]d Su4rtf 11. rwgr "AMw MAAl oxxo Unit DOUBLE DOOR WITH 2 SIDELITES CL IYFr TYP. TYP. TYP. l ll II I I1 11 I 11 11 1 jIYF �I I1 Il 1 11 Il 1 11 11 I~ r6'V 13- 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require Iwo 2-112" long screws per location. UNIT 8'0' UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR RoughOr 'O • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: . Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. . UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and 11) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different Iasleners being considered for use. Fasteners analyzed for this unit include /8 and I10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values Come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure n Apnl 29 2002 MaSonire International Corporarion Ow a—" P.M.- a a•oe.w...aw••"—&r rw�•�<>t�o.n. oefq• ane boar ona. �vhK[r ro c+a.pr «.hour radar Glazed Inswing Unit APPROVED ARRANGEMENT: •��•r.' 0 Double Door Maximum unit sue . W x 68' C0P•PJL•MA0142.02 FIBERGLASS DOORS Hole: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure +52.0/-52.0 Limited water wk-A special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements Ia a specific building design and geographic location is determined by ASCE 7-nalional, state or local buildthg Codes speOly Ilse edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh 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: OD DD °ED nor DD DD UU0 DD 100 Series 133. 135 Series 136 Series 927 Series 1/2 GLASS: 0 ❑ 00 �D DD DD DD DD DD DD 105 Series 106. 160 Series. 129 Series 12 RA., 23 Rk. 24 All 107 Series' 106 Series 30e series Series' -1rms glass kit may also be uwo n the follow" door style Eyebrow 5-p3nel with soon Oaraff �t..r.r..r R AEK'� r..1.......- .a. .10C.ClA53 CHI— "0." raw1......11i..p�rM Den PREMOC9Z D April 29.2002 Masonite International iorpolation low [-r—v WoW— of W06.0 +"}memem -AM swdC .19M, 6- ""9'VO.tt et,0 s.b,— b r"Met "ati.W — XX Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: on all e04 Series e10 $!lies CERTIFIED TEST REPORTS: COP•WL•MA0142.02 FIBERGLASS DOORS FULL GLASS: t 109 serks 114.120 122 152 Series 109 Series 300 soma Sere; CTLA-805W-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 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 OO akc,raff AR V EK" r 1U[Mr�l •��lMr"1'll.lr)M.� ra,".1.....N la..p.,l+r �. Apra 29, 7002 0. C"_+ q 0-"— of W.6w +.p _" mores $Mitt r . 0119. uq Pl~ 011a4 iue,M 1 ~gt -"W,4 M t Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL•MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6W. Single Door with 1 Sidelile Maximum wwl size - 6V a 6 r Design Pressure +52.01-52.0 Limited water 1011M special ttntshrold design's used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Aciwl design pressure and impact rtsistard requirements for a specific building design and geographic location is determined by ASCE 7-nalional, state or local building coda ipecily Me edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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: 1/4 GLASS: p D D o® Dn 00 00 M1 00 100 seen 133. 05 Series 136 Series 822 Series 1/2 GLASS: n a oil o0 0 � 00 00 00 00 00 n0 Ills series 106. 160 spies' 129 series' 12 RA. 23 RA. 2e R0. 107 Soies' 108 series 304 shies series' INS gross 4d -A3y also be used nil me 10110wing door Syr: Eyeorow 5-p.wl r olh sc,op Oak raff AR k EK'- t ur:wr:a..... twr.sun.rw _. ..,,.,.y..»M l.arrYr l.»•r Oar+ Apui 29. 2002 dr sm'4~1. WI.V- — IV-0 Ot W aWt:..< :'NO< »anwl Ib1Rt PREM OIZ4 Js -A VC Z'i- 09 ite International Corporation XO or OX O P 1 I- I Glazed Inswing Unit , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: DO DD ` 40e Series a 10 Series 109 Series 114. 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: r 129 Series 200 Series 12R. M 23R, 23L. 450 Series 152 Series 1e9 Series 109 Series 120.122 Series 300 Series 20R.24L Series CERTIFIED TEST REPORTS: CTLA-805W-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 sliles 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 glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, S7ATF 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). ,�� / &-X�5 Stale of Florida, Professional Engineer Kurt Balthazor. PE. — License Number 56533 O �k -Taff AR � EK'- r. Apri 79. 2002 0w com" woprbm a p.DDun + P,"rmeM man soe Ikafo . Ongn s 4 p MAI xua >.'nel MO.", " -" nmt e " Ow , D• Masonite International Corporation ,OXO Glazed Inswing Unit APPROVED ARRANGEMENT: • Oi,.. -, FI13ERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0- x 6'87 Design Pressure +52.0/-52.0 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 lot a specific building design and geographic location is determined by ASCE 7-national. state of local building codes speciay 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: 1/4 GLASS: DD DD � DD i DD DD �Da DD 100 Series 133. 135 Series 136 Series BM Series 1/2 GLASS: DD DD Dal DD DD DD 105 Series 106. 160 Series' 179 Series' 17 R/L. 23 RA. 7e R/L 107 Series' 100 Series 30e Series Series' lms gtass kit nuy also be used in the lonowing door style (yeoeow 5 panel -tir scion Oakcraff ARk EK' ...1-K T.• ..1 r,lUl'Nr:�A.t[ !er'rMl' UnnMS nbl...�.11MrOs twtll D..., April 79. 7007 0- (ennR+,e wpp,am Gr w00rKr wrwO.rrnrnr -ktS tp((MKarUn). OC).p^ an0 woW(r Or'-1~11 l0 (smolt -4". --K1. Masonite International Corporation Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: } r 1 i.0 r. 00 DD �0/ Series 410 Series 109 series 114.120.122 152 Series 149 series 300 series Series APPROVED SIDELITE STYLES: ti 129 Series 200 Series 12R, 12L. 23R. 23L, e50 Series 152 Series 1e9 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certitying Engineer and License Number: Ramesh Patel, REJ20224 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 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, SI E 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). Slate of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aU., AR EK'" ../ .. I..I... .I 1'IUl UI:I.\XS l:Yl'Ml VI>.)M) firi►u Fw,D—s Ap.0 29, 2002 Om CMII~V V0QIW a wooun importOlVO I A,$ Spttd"tonl, OtI p alb rOO,KI Ottad ukIK1 to Chant I,~ ZKt. Masonite International Corporalion OXXO 'Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS —11144 �r o 1' M � J• Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size . 12'0' x 6'8' Design Pressure +52.0/-52.0 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 Asa 7-naliowk stale or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: Elm 0 any 00 00 n0 n0 100 series 133. 135 Series 136 Series 822 Series 112 GLASS: n D ou. uu ri a Ki 00 00 00 n0 an 00 105 Series 106. 160 Series- 129 Series- 12 R/E, 23 RA.. 2e Rn. 107 Series- 108 Series 30e Series Series - This glass Ail may also be used in the Iolbwinq door style. Eyebrow 5-panel with scroll. Oak raft .... J. .. w 'Ir.. rr.J I.. r....r♦ T - o...r:.. o.... D M a s o n i t e International Corporation AR 4 EKw f inert r:l:�U CN'1'MV UnV-t r+s.L.w p..pr. FwrPw.r Alper 29. 2007 Ow ro.u.r+. W.W W a woorn mwo•emr.r .ut.s soaJ-aro.sors.. a.e aoercr teUJ frwttr ro c.s.pr ranprr .ai e OXXO O e ►, . , Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: DO pp - 40e Series e10 Series 109 Series 111, 120. 122 152 series 149 Series 300 Series series APPROVED SIDELITE STYLES: l i 129 Series 200 Series 12R. 12L 23R, 231, e50 Series 152 Series 109 Series 109 Series 12D. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-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 glazed with insulated glass mounted in a rigid plastic lip life surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: O akraff ,r 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). � � / &Uf�5 State of Florida, Professional Engineer Kuri Balthazor, PE. — License Number 56533 AR k EK'" AD, it 29. 7002 0. C.-_"np W W— 01 W00i,D —W oatrnfnl „A0 SMAKAOn1. Of$ W, 3W 01000(1 Ot1Y11001 cl 10 owgt "NnOW n01Kf r llU✓r ��..��. /... D 1�� J /J � Masonite International Corporation XX ' ' '' a ' Glazed Inswing Unit r 8'0" 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 8'0". Double Door Maximum Anil size . 6,0- x 8'0- Design Pressure +40.0/-40.0 timiled water unless special 0ueshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant «quinemeMs 101 a specific building design and geographic location is determined by ASCE 7-nmioru slate or local building codes specify the edidOn 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: 112 GLASS: a 0o 404 series 00 00 822 Series 0 108 se,4s 0 Oak raft �.- ARkEK r.1........ •n Nr•rrw 1. .�..A f IN! f.l n:�S IN I"1' UUl)M� "wl••wNlww.rl...FwrDa• r-x/'y�•_. D • PRF�L... (..✓/ r Ap1l29,2007 Masonite International Corporation Ow com.w.r•t aloy.uw wr p.00uf1 +nro.emcm ousts srNzilunnws. Oripw n.e wo0vrl 01l14 3010 10 thn Qt 14hftA hOh(t XXCOMUL-MA0147-02 Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 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 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: Oak raft flulwG,.�]. Llnlr�,uuVr. 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 AR � EK" April 2% 2002 0. [o10 _q plop.. of plop„o eeplo lm mA is SpKOMAl f. 0( "..* P.O., 41-410 K11e 1"t "Ah W .OF r l.Jua.•1, b.". Mdloni International �orporanon .XO or OX `' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: o 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size • WT x rOr Design Pressure +40.0/-40.0 lirrdted water unless special dweshotd design Is used Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard requirements log a specific building design and geographic location is delernined by ASCE r-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-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: 1/4 GLASS: DID DD DD E22 series 1/2 GLASS: El a DD 40e series log series 0 Oakraff nula29 200? AR q EK'- r..l......._ —1..vNf.xrl a^'• �/� Mn" � //)fMV r..i�./... -. Or• Ma)oniie International Corporation 0. ctu.lu.vnp 1,10ga.n.1 gn00u:1 .^.portn.Ml wWt) )pMJKN-0n). Onq^ )^tl P^TKI .W 1~11 W L"t «JOWI nN.lr XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 910 Series APPROVED SIDELITE STYLES: COP-WL-MA0148.02 8'0" FIBERGLASS DOORS 450 Series 852 Series W Shies 300 Series CERTIFIED TEST REPORTS: �r1T11Xi111-11 / Certifying Engineer and License Number: Ramesh Patel, REJ20224 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 glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: O_akgraff r'relr AAS1 LNfM Vnr)K% el TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, SWE 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). IState of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 AR -k EK'- w.r.....r April 29. 2002 Our [om. 9 peerrm or poevn ."pM'rr -A's seKjN wi .), 0,per...0 poeuo on,M V.b K, 10 tern'' ".Inpyr nWr ' Masonile International Corporation oxo Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8W. Single Door with 2 Sidelites Maairnum unit sin. TO' a 8•o' Design Pressure +40.0/-40.0 limited wafer unless special Mreshold design is vsed. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressule and inpacl resistanl Iequkemetds for a spedlic Eulding design and geographic location is determined by ASCE 7-nationat, stale ot local building codes spedty 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: 114 GLASS: 010 0o 0o 322 series 1/2 GLASS: Oak raft ARkEK" I.1Ul MINA\1 LT•I"1' UI)1)11\ n...l...r...lr..pn l.v, ow. El 109 series Apli 79. 7007 OW lMlr.nrne Dr•0'>m W p00u0 n�rD.tmtl. m»ry iDKrlrl>19n>, pnpn ano Dr00W1 0...A >ubi l I. t.angt ..h W —4t. Masonile Inlelnational Colpo/anon OXO OPAl ee l Glazed Inswing Unit , 8'0" FII BERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: `tu $to suits 30o Series APPROVED SIDELITE STYLES: i t � M S r 450 series 852 Series Hto series Sop Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 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 glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak�raff rIBCROLA." CHTRY 000145 el TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, $TAiE 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��;� aaf�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ARC" ,b..M1.an.a RI..Fu IMf Dw. Apd 29, 2002 0. (OMn.1...0 Wow— 01 Woeun mWOv,T,M -ahr3 %PKi1;Rg0S. 0".0. ab 9100u0 dew sub eft 10 cft"e wdhw "fic, Masonite International Corporation OXXO Glazed Inswing Unit .B'O" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O .:: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Mmrinwm unit size . 12,o- z $V" Design Pressure +40.0/-40.0 Limited watu unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impad nesislant requirements for a specific building design and geographic location Is determined by ASCE T-utional, stale or W-W building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 0110 OD on 822 Series 1/2 GLASS: H DD ea series O akc aff AR k EK'" ..1 f r •1 rltll Ml:l.\tiS t: r17M\'•UI)1)N\ r�l.•./N)�•w"t"•n d..•1 D 108 Series April 29. 2002 0l r.M—" 0'.w T.1 pod.a ✓nM0•HrrIM Ma\h TpNAitNiOnt. etlgrr>^e pOdu(r crux u *j,ci to cnaoet "+now nwK t. Masonite International Corporation OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 910 series APPROVED SIDELITE STYLES: COP•WL•MA0150.02 8'0" FIBERGLASS DOORS t 0 f 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 31132" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CRY, 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). IState of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK'- FINl'N(AA%N L'NF.' 0"0.'—T..... 1-1%.1—,Does. np,a 29. 7002 0. COM—" F.V _ 01 W."a ++Wwt --I- )OHAKN.p"1. Or)q" s"0 p"0-1 Onia 10Nt1 ro C "pt "N"oN M .T Masonile International Corporation .V M VIV Glazed Outswing Unit APPROVED ARRANGEMENT: O coP•M•rna0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 61". Double Door hlaatmum unit sire . 6'0' a 6'8' Design Pressure +55.0/-55.0 United water unless special puestald design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design preswre and impact tesistant tequirenents for a specific budding design and geographic location is determined by ASCE 7-national, state or local boding codes speciy dre edition required; MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL- MA001 2-02 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: ODD aD man oD DD DD Im DD Ip0 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n ° M DD DD DD DD DD DD 105 Series 106. 160 Series' 129 Series' 12 Nt, 73 M, 24 R/l 107 Series' 100 Series 30e Seties Series' Ttas glass hit may also be used n the toltowing door style Eyebrow $-panel with scroll. Oak$ ra AR k EW r.....,r..,, r.e.. ...r. r,�.. n< ..r Apri 29. 2002 — o....:.� o.... Ow rom+r.np aoparn a nan.c. .•.s.wemmr .n>.r, >.eraKaran,. eesrorr ara peoun Masonite International Cor poralion ww soeren ro rrrarrpe ..+raw rrory♦ XX 1 I t dazed Outswing Unit , VISERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 i 404 Series 410 Series 109 Series 134, 120.122 152 Series 149 Series 3W Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E120224 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 glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oakw4W eiuc.r.i.as ee.r"� uunwz el 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). i�/ &af3�_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR 4 EK'- ranw7...,rM re..pu l.wr t1s.. April 29. 211112 0. tont..nwq wopnm O� wom.o e^wO.emeM owes spee�rSsli•M. essgn erne wooun doer+we.en r• r range "en•v� .orK t O.. . e. masonite Inlernalional Corporation ,r i' xx -Glazed Outswing Unit APPROVED ARRANGEMENT: COP•WL•MA0167.02- 8'0" FIBERGLASS DOORS Hole: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Double Door Maabnum unit size. 60- a SW Design Pressure +47.0/-47.0 United 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 delermined by ASCE 7•nalionat. state Of 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: 1/2 GLASS: 0 no 404 series an 822 Series toe series Oakcraff AR EW r-krk 1 bl Mf:Lq,S3 �M'fMl' UUUM{ 14wb•.+.I IiwF�twrr Ue.n AdrJ 79. 2002 — o....., o.... Ow am.w.npO.oprrw Ol pOeo0 mp0+rmeM T>•4lOt[A[A9n]. Orlyn Aq poeal Masonite InlernaliOnaf COIp0l alion orwr worn, V ,.", avw .onose FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Nam 2879 4BDRM _ l Builder: DR HORTON Address: 1t� 1�� \ Permitting Office: City, State: Permit Number: Owner:Df- O � Jurisdiction Number: Climate Zone: Central l . New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - 5. Is this a worst case? No - 6. Conditioned floor area (ft') 2872 t - 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)319.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)319.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft - b. Raised Wood, Adjacent R=11.0, 460.Oft' - c. N/A - 9. Wall types a. Concrete, lnt Insul, Exterior R=4.1, 876.0 ft' - b. Frame, Wood, Exterior R=11.0, 785.0 ft' - c. Frame, Wood, Adjacent R=11.0, 622.0 ft' - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 209 1. 0 ft' b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed),Interior Sup. R=6.0, 320.0 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: 33124 PASS Glass/Floor Area: 0.11 Total base points: 38391 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy PREPARED B+Y�-`4� 1y- DATE: ll1'�i O'er 1 hereby certify that this building a design t, is i compliance with the4FIo, En r eOWNER/, GENT DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages z&4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 58.0 kBtu/hr - SEER: 12.00 Cap: 58.0 kBtu/hr - HSPF: 7.80 Cap: 50.0 gallons - EF: 0.90 PT, - TYiE STAT�o�n FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 57.68 0.99 1835.8 Single, Clear W 4.0 15.0 8.0 57.68 0.90 416.0 Single, Clear W 4.0 7.5 10.0 57.68 0.72 415.8 Single, Clear S 1.0 15.0 16.0 48.22 0.99 766.3 Single, Clear E 1.0 17.0 16.0 63.97 1.00 1020.0 Single, Clear E 1.0 22.0 16.0 63.97 1.00 1020.6 Single, Clear E 1.0 13.0 53.0 63.97 1.00 3374.9 Single, Clear N 1.0 5.0 10.0 30.19 0.96 290.4 Single, Clear N 1.0 7.0 23.0 30.19 0.99 684.1 Single, Clear E 1.0 10.0 15.0 63.97 0.99 954.0 Single, Clear W 1.0 12.0 30.0 57.68 1.00 1722.9 Single, Clear S 1.0 6.0 60.0 48.22 0.94 2731.5 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 Single, Clear E 1.0 10.0 15.0 63.97 0.99 954.0 As -Built Total: 319.0 16869.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 4.1 876.0 1.18 1033.7 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 2960.6 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 Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -31.8 -5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p -31.70 -5484.1 Raised 460.0 -3.43 -1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -7079.2 1 As -Built total: EEEEWMEEEEM� 633.0 -4656.1 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®IFlaRE52004 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 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 62355.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 58000 btuh ,SEER/EFF(12.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(lNS) 62356 1.00 (1.09 x 1.150 x 0.85) 0.284 0.950 17991.5 55516.3 0.4266 23683.2 62355.9 1.00 1.069 0.284 0.950 17991.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 13.25 1.00 423.7 Single, Clear W 4.0 15.0 8.0 13.25 1.01 107.4 Single, Clear W 4.0 7.5 10.0 13.25 1.05 138.7 Single, Clear S 1.0 15.0 16.0 9.90 1.00 157.8 Single, Clear E 1.0 17.0 16.0 12.37 1.00 198.4 Single, Clear E 1.0 22.0 16.0 12.37 1.00 198.3 Single, Clear E 1.0 13.0 53.0 12.37 1.00 657.7 Single, Clear N 1.0 5.0 10.0 15.07 1.00 150.3 Single, Clear N 1.0 7.0 23.0 15.07 1.00 345.9 Single, Clear E 1.0 10.0 15.0 12.37 1.00 186.3 Single, Clear W 1.0 12.0 30.0 13.25 1.00 397.2 Single, Clear S 1.0 6.0 60.0 9.90 1.01 598.8 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 Single, Clear E 1.0 10.0 15.0 12.37 1.00 186.3 As -Built Total: 319.0 3896.6 WALL TYPES Area X BWPM. = Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 4.1 876.0 3.31 2895.2 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2,00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 5584.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 -328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p -2.40 415.2 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -420.7 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGaugeO 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 2872.0 -0.28 -804.2 2872.0 -0.28 -804.2 Winter Base Points: 7758.4 Winter As -Built Points: 11167.4 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 58000 btuh ,EFF(7.8) Ducts: U nc(S), U nc(R), lnt(AH),R6.0 11167.4 1.000 (1.078 x 1.160 x 0.87) 0.438 0.950 5073.5 7758.4 0.6274 4867.6 11167.4 1.00 1.093 0.438 0.950 5073.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'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 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10068.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 23683 4868 9840 38391 1 17992 5073 10059 33124 PASS EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge(WIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,, �..... 1fL�1111nT1Au f%f%RAnr IArdPC C41g:r_KI ICT PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area% .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeteraenetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitv 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 OTHtK FKtsGKIr I Ivr- mr-r►aur«a 1"u*a va IIIF� ... �...."........ _...--•--•-__-- CHECK COMPONENTS SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci Water Heaters breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically Air Distribution Systems installed in accordance with the criteria of Section 610. attached, sealed, insulated, and Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 16071 readil accessible manual or automatic thermostat for each s stem. Insulation rSberate 604.1, 602.1 gs-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. mon ceiling &floors R-11. EnergyGaugel DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 U ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the home. 1. New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - 5. Is this a worst case? No - 6. Conditioned floor area (ft') 2872 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)319.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)319.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft - b. Raised Wood, Adjacent R=1 1.0, 460.Oft' - c. N/A - 9. Wall types a. Concrete, Int lnsul, Exterior R=4.1, 876.0 ft' - b. Frame, Wood, Exterior R=11.0, 785.0 ft' - c. Frame, Wood, Adjacent R=1 1.0, 622.0 ft' - d. N/A - e. N/A - to. Ceiling types a. Under Attic R=19.0, 2091.0 ft' - b. N/A - c. N/A - I I. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 320.0 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) Cap: 58.0 kBtu/hr - SEER: 12.00 - Cap: 58.0 kBtu/hr - HSPF: 7.80 Cap: 50.0 gallons - EF: 0.90 PT, - I certify that this home has complied with the Florida Energy Efficiency Code For Building &-SR E Sr Construction through the above energy saving features which will be installed (or exceeded) *,0�a a E: in this home before final insp ction. Ot rwise, new EPL Display W�itlpleted y a based on installe d co i f res Builder Signa ate Address of New Home: �l 1 City/FL Zip: coD WE' "NOTE: The home's estimated energy p or ale scoorP7�"bhiy 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 (EEIV) 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, EnrgyGauge® (Vers'---, - - CSpBtv4.(y) ages 2&4. RIGHT-J CALCULATION PROCEDURES A, B, C, D 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 •..___.__ •�ce la__aG�— ",ran 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 268 cfm 2 Winter infiltration load 1.1 x 258 cfm x 32 OF VW1erTD = 9435 Bluh 3. Winter infiltration HTM 9435 Bluh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2 Summer Galion bad 1.1 x 153 cfm x 18 3. Summer inWation HTM 3033 Btuh / 355 ft2 OF SlnTwTD = 3033 Bluh Total window = 8.5 BtuhA2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moistdiff. x 153 cfm = 4517 Btuh Procedure D - Eauioment Sizinq Loads 1. Sensible sing bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 OF 5lnTMTD = 1485 Bluh Sensible bad for stnxture (Line 19) + 35564 Bluh Sum of venttiation and stnxture bads = 37049 Btuh Rating and temperature swing multiplier x 0.98 EquipTtent stung bad - sensible - 36308 Bluh 2 Latent stung bad Latent ventilation bad 0.68 x 75 cfm vent x 43 grub moistdiff. = 2212 Bluh Intemal bads = 230 Btuh x 5 people + + 1150 1150 4517 Btuh Bbih Infiltration bad from Procedure C EquoTient stung bad -latent = 7879 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Prinlout certified by ACCA to meet all reWmTiernts of Manual J M Ed. max, wrighltsoft Right -Suite Residential— 5.5.06 RSR26013 2002-May-22 16:26:54 "X. EAFiles\DR HORTON 2002t2879t2879.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Prooect Information For. OR HORTCN 124 Design Information Orlando AR FI, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 Design TD 32 OF OF Inside db Design TD 75 18 OF OF RRelativee humidity M 50 % Moisture difference 43 grub Heating Summary Sensible Cooling Equipment Load Sizing IB id heat loss 40950 Ventilation air 0 Btuh cfm Structure Ventilation 35564 1485 Btuh Btuh Ventilation �h Design � swingre 3n OF bradd 40950 Designn U m{g Ratelswing multiplier 0.98 Infiltration Total lens. equip. load 36308 Etuh Method Simplified Latent Cooling Equipment Load Sizing Construction Fireplaces quality Average Internal gains 1150 Btuh Ventilation 2212 Btuh Heatin�gg Area (ft2) A Coolin_gg M Infiltration Total latent equip. bad 4517 7879 Btiuh Btuh Volume (ft) 22976 Air cha r 0.70 22976 0.40 Total bad WCdpacity 0.70% SHR 44187 4.3 Btuh tort Equiv, A�) 268 153 Req. at Heating Equipment Summary Cooling Equipment Summary M" TRADE Male TPRE Trade Trade Efficiency a4 HSPF Efficiency 1Q0 EER I ig omit 0 Bb.jt @ 47°F g Latent coding 17400 Bluh "Bluh Heat%lan fan 0 c m Adtual fan 1933 cfm Heating air flow factor 0.000 dhA tuh Cooling air flow factor 0,054 d mlBtuh Space tier lostat Load sensible heat ratio 82 % Bold/italic values have been manually overridden Pri to certified by ACCA to meet all requirements of Manual J 71h Ed. wrightsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-May-22 16:26:54 . CCK E:\Files\DR HORTON 2002\2879\2879.rsr Page 1 RIGHT-J WINDOW DATA r it DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 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 LIV/DIN/FOY a n nw a C n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a C n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n re a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b C n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 2002-May-22 16:26:54 wnghtSoft Right -Suite Residential- 5.5.06 RSR26013 /��{ E:\Files\DR HORTON 2002\2879\2879.rsr Page 1 0 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 15.0 0.0 41�- wriglltsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-May-22 16:26:54 )m E:\Files\OR HORTON 2002\2679\2679.rsr Page 2 9IGJiTd %oRKSHEET nt►re ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 71h Ed. Nam of toorn Entire House WIDINT-0Y LAUNDRY RIM VI C 2 Length c(spceed wall 314.5 It 61.5 ft 20.0x 21.0ft 11.0 It 15.0x 6.0ft 19.0 It 13.0 x 11DIt 4 Ceil gs s Condit Opton &0 heatbod d 8.0 It hmtbod 8.0 It 1heeYmol 8.0 ft heeibod TYPE OF CST HTM Arm Load (Btrh) Area Load (BUh) Area Lced (Bth) Arm L:ced w) NO.. Htg Clg (W) FN Clg m HV Clg (ft) FN Gig (ft) Htg Gig 5 Gross a 14B 4. 21 1028 "" "'- 284 '"" '"" 0 "" �" 88Exposed .... .... b 12C 2. 1. 1000 - «- 64 "" "" 0 `°`� ...' 0 wab and c 13C 3. 1. 552 ..- - 144 .«" ".. 88 64 Pa tons d 0. 0. 0 () _ 0 e 0. 0. .�. .�. 0 «« �. 0 .». ,». 0 If 0. 0. '"' "" 0 "" "" 0 - - 0 6 V\lndDmand a 1C 37. 264 Wb7 71 2524 """' 0 0 "" 0 0 0 0 glass doors b 8C 37. 1959 "" 0 .�... 0 0 0 0 Heading c 9C 38. 0 "" "" 0 .... 0 0 () 0 ".. 0 0 d e 0. 0.c 0 0 `"" 0 0 "" 0 0 ""' 0 0 ".. f 0. 0 "" 0 0 0 "" 0 0 7 VWxlo+asand North 27.6 251 0 "" "' 0 0 0 0 .... �" " 0 0 glass doors NE/NW 51 A 4525 48 2259 0 0 0 Cooing ENV 0. 0 0 0 0 "" 0 "" 0 SEGW 54. 22 "" 11927 0 1 99D 0 "" ""' 0 South 0.0 0 0 0 0 ""' "" 0 0 0 0 "" 0 0 "" 0 Haz 0.0 8 Otw doors a 11A 18.91 127 717 484 20 378 255 18 340 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0. 9 Net a 14B 4.E 21 852 3972 1775 229 1055 472 0 0 88 405 181 e b 12C 2.i 1. 849 2445 1650 48 138 93 0 0 c 0 0 0 q�osed vr�and c 13C 3. 1, 534 1682 625 144 454 168 70 221 64 202 0 0 pattions d 01 0. c 0 0 0 c 0 0 0 c 0 e 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0. 10 Ceilings a 16D 1.7 2. 2134 3619 4750 42D 712 935 0 0 0 0 0 0 0 b 0.c 0. c 0 0 0 c 0 0 0 0 c 0.c 0. c 0 0 0 0 0 c c 0 0 0 0 0 0 0 0 0 0 0 0 d e 0.c 0.c 0. 0. c c 0 0 0 0 c 0 0 0 0 0 0 f 0. 0. c 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 OX 233 3050 0 62 807 0 11 144 19 0 249 0 0 0 (Noce: room b 19B 1. 0. 460 589 0 0 c 0 0 0 0 0 0 0 parneler c 19G 1. 0. 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 is displ. for slab d a 0. 0.( 0. OX c 0 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 0 0 12 Inf4lrabon a 1 261 8.5 3551 9435 30331 91 24191 777 181 478 1541 0 01 0 13 SrlAk31 bss=6+8. +11+12 � „� 8w ..» .... 11 3 .... .... 8w .... Less exlorrel heating "" '�' ,�„ ,,,, ,,, 0 »•• «•• 0 ••,• Less transfer "- 0 0 ,,,, •»• 0 •••• 14 � redistribution ....10° 3723 "`"' 1�/ 859 118 "" 96 .... 15 Toted loss =13+14 4 m .... .... 9445 �.. ....10'/ 1301 .... ....10°/ 942 16 Int gains: People (cil 300 5- "'- 1500 0 "" "" 0 0 1 .... em 0 0 ..» 0 17 1200 Sublot RSH gai�7+8�.+12++116 "" «- 180D 3=1 0 '..` » 60� �'�' 1065 "" "" ,,, 250 Less exl9rnal cooing �' 00`;� . ,,., p .... �, «.. „„ «» .... p Less transfer _ »» .... .... .... 0 18 �g redktion Ductgain U 1.00 "'- - 3233 35564 10/ 1.00 � 605 6655 10'/ 1.00 .�. 107 11 10% 22 1.00 .� . 19 Total RSH gan-(17+18)'PLF "" 382 �"' 0 .... 0 20 Air requmd (dmn) 0 1933 Printout certified by ACCA to meet as reWirlerrlerlts of Manual J 7tn Ed. wrrrghtsoR 54 Right -Suite Residential- 5.5.06 RSR26013 2002-May-22 16:26e 1 AO& E:\Files\DR HORTON 2002\2879\2879.rsr Page 1 RIGjiTdXseORKSHEET EEnfire DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 MANLIAL J 7tir El Namedmorn SITTING RM MASTER BATH MASTER BEDRNI MASTER HALLL BATH 14Calngs Legtho(�� 10.0 ft 11.0 ft 13.0 ft 0.0 ft Roomch.ataors 10.0x 10.0ft 10.0x 11.0ft 13.0x 21.0ft 6.0x 5.0ft Condt Option 8.0 1 heallood 8.0 ft heettnd 8.0 ft tleefbool 8.0 ft heakool TYPE OF CST HTM Area Load w) Area Load A h) Area Load (Blh) Area Lad (Blh) D(POSURE NG Htg Clg (M Htg Clg Htg I Clg (ft) Htg CI9 Htg Clg 5 Gross a 14B 4.E 2.1 ""' ""' 88 "" "" 104 0 Erq�osed b 12C 2 1.9 c"" "^ 0 ••« ••» 0 „„ 0 walls and c 13C 3. 1. -'� 0 .... .... 0 0 «« .... partitions d 0. 0. `.. 0 0 _ _ 0 ..» e 0. 0. "" 0 «». «.. 0 ,.» .... 0 «.. .«. f 0. 0. ." ". 0 "" "" 0 "" "" 0 6 Wicbmarxl a 1C 37C 1E 591 16 591 16 591 "" 0 0 glass doors b eC 37. 0 "' 0 ""' 0 0 �"' 0 0 '." Heating c 9C 38.7 0 "" 0 0 0 `." 0 0 d 0. 0 0 .�... 0 0 0 0 e 0. 0 "" 0 c"" 0 0 "" 0 0 f 0. 0 0 0 0 0 0 7 VWxbmand North 27.6 c"" 0 0 "" 0 0 "' 0 ""' 0 0 glass doors NENW 51A c"" 0 0 "" 0 0 ""' 0 0 '""' 0 Cooing EAN 0.0 c"" 0 0 0 0 '""' "" 0 SE/SW 54.3 1E 758 16 "" 758 16 758 0 South 0.0 c"" 0 0 "" 0 0 ""' "" 0 '"" "" 0 0 Horz 0.0 0 0 "" 0 0 0 8 Other doors a 11A 18. 12 0 0 0 0 0 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.E 2.1 295 132 72 332 148 88 405 181 0 0 0 exposed b 12C 2. 1.9 0 0 0 c 0 0 0 c 0 0 0 walls and c 13C 3. 1.2 0 0 0 c 0 0 0 c 0 0 0 0 0 0 par0tiau d 0. 0.0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0. 10 Ceilings a 16D 1.7 2.2 0 0 c 0 0 0 0 0 0 0 0 0 b 0. 0.0 0 0 0 0 0 0 c 0.c 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d e 0. 0. 0.0 O.c 0 0 0 0 0 0 0 0 0 f 0. 0.c 0 0 0 0 0 0 0 0 0 11 Floors a 2213 13.1 0. 1 131 0 11 144 0 13 171 0 0 0 0 0 0 (Nop: room b 19B 1. 0. 0 0 0 c 0 0 0 c 0 0 0 Spl� c 19G 1.1 0. 0 0 0 0 0 c 0 0 0 0 0 0 c 0 0 0 is�d for slab d a 0.c OX 0.( 01 c c 0 0 0 0 c 0 0 0 0 0 0 Doors) f 0.c OS c 0 0 0 0 0 0 0 0 0 12 h*ation a 1 26.9 8.5 11 425 1371 16 4251 137 161 425 1371 0 01 0 13 Subtotal bss=6+8. +11+12 "" 1443 "" «« ""' .... 1493 ""' �.. 1593 , ti 0 ..» Less P�rnai heating "" 0 .... 0 .... .... 0 «« .... 14 Dudbss ....10° 0Lesstransler 144 "" .... 10'/ 149 ""' 10'/ 1 ""' 10°/ 0 15 Total toss =13+14 "" 1587 "" "" 1642 "" "" 1752 "" "" 0 16 Int.gaiis: People300 c"" 0 0 ""' 0 1 "" '... 300 0 0 "" »» 0 17 1200 SublotRSHgwr=7+8�..+112+16 "" "" "" 0 1027 0 M" �_ 1043 0 1� 0 BOMAr .... 0 ,... .... 0 ""� 0 Less transfeLess .... «.. .. .... .... 0 18 Cooling redistrixrtion Duct gaol 10° "" 103 10'/ 104 10'/ 138 10°/ 0 0 19 Total RSH ga"17+18)-PL F 1.00 ""' 1130 1.00 1140 1.00 "" 1514 1.00 0 0 ZO Air required (can) 0 61 - fit 0 PnntioLlt oeftiffed by ACCA to meet al rtguirements Of Mmual J 7th Ed. wr�ghtsoi t Right -Suite Residential- 5.5.06 RSR26013 2002-May-22 16 26:54 Page 2 ACZA E:\Files\DR HORTON 2002\2879\2879.rsr IGre XORKSHEET n>t�re Se DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone (407) 831-2665 1 MANUAL 71h Ed. Name of room FAMILY RM KnViEN BEDRM 2 UP BATH FM 2 3 �10f0Q1omd� Roorn dmensiors 36.0 ft 17.0 x 19.0 ft 120 ft 120 x 17.0 ft 28.0 ft 16.0 x 120 ft 113 ft 11.0 x 13.0 ft 4 Ceilngs Condit, Option &0 1 haeUmd 8.0 ft heaftol 8.0 ft heabood 8.0 ft hea0bod TYPE OF CST HTIVI Area Load (Blh) Area lead (Blh) Area Load (8111) Area Load D(POSURE NO. Htg Clg (ft2) Htg Clg (ft.)Htg Cl9 (n Htg CIg ( Htg(Blh) CIg 5 Gross a 14B 4. 21 288 ""' "" 96 "" '"" 0 "" "' 0 .... Exposedb 12C zi 1.9 rA 0 walls"" and c 13C 3. 1. '"""' ""' 0 �"'" _ 12B "" _ "" ,,,� 8B 0 .... .«.wallss partitions d 0. 0. .» 0 0 ,••• e 0. 0. 0 «» .«. 0 «» «« 0 ..,• f 0. 0. 0 «.. «.. 0 .... «.. 0 «« 6 ftclONsand a 1C 37. 0 - 10 370 "' 15 564 ""' "" 0 0 0 0 glass doors b 8C 37. 1959 ""- "" 0 0 0 0 0 0 Healing c 9C 38. - 0 0 .... 0 0 0 d 0. 0 0 0 e 0. 0 «" 0 0 0 "" 0 0 f 0. 0 ""' 0 0 0 "" 0 0 7 lhtdDMand North 27.6 0 0 "" "" 0 0 ""c "" 0 0 ""' 0 0 glass doors NEMW 51. 0 10 394 0 0 COO" ENV SEGW 0.0 54. .... 0 2512 0 0 "" 0 0 0 15 711 0 "' 0 South 0. "" 0 0 "" 0 0 0 o "" 0 0 Horz 0.0 0 0 0 8 Ota doors a 11A 18. 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0. 9 Net a 148 4. 2.1 235 1083 484 85 3% 177 0 0 81 0 233 157 0 0 0 0 0 0 eglosed Ovals and b c 12C 13C 2. 3. 1. 1. 184 0 124 0 0 0 0 128 403 15C 88 277 103 partitions d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0. 10 Ceilings a 16D 1. 2 323 548 719 204 346 454 192 326 427 143 243 318 0 b 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 d 0. 0.c 0. 01 c 0 0 0 0 0 c 0 0 0 c 0 0 0 e f 0. 0. 0 0 0 0 0 0 c 0 0 0 11 Floors a 228 13.1 0. 472 0 12 157 0 0 0 0 0 0 0 0 0 (Note: room b 19B 1. 0. 0 0 0 0 0 0 0 0 0 0 . c 19G 1.1 0. 0 0 0 0 0 0 0 0 0 0 0 0 rss lx slab d a 0. 0. 0. 0. 0 0 0 0 0 0 0 0 0 0 0 flops) f 0. 0. 0 0 0 0 0 0 12 Infiltration a 26. 8.5 1409 453 10 266 85 151 399 1281 0 01 0 13 Sublotalbss=6+8.+11+12 "" 5655 ••» »» 1535 1915 p - 520 0 .... Less exlerrral heating '-'- 0 ,„. ,,,. 0 ..» «•• 0Less ••» transfer 0 «.. .... 0 .... 0 .... 14 edistrbution0 � ....10° 566 "" 1O/ 154 "" 192 "" 15 Total loss =13+14 GI20 1689 "" ....1�/ 2107 "" .».10°/ 57P 16 Int gain: Peo* @ 300 4 - 1200 0 "' 0 0 .. 0 0 "" 0 0 1200 Appl17 "" "' S 1 ' 2� ." -'�" 1574 421 5ubbt RSH yar>=7+81 6 Less vdarnalcooling ,•» »» 0 .... ..., 00 Less trandar�... .... 0 cooling42 101 . 0 549 ,„, 10'/ ,... 0 231 V// 157 10°/ 18 19 Dud gain Total RSH gah=(17+18)'PLF 1.00 "'- 6042 1.00 .. 2542 1.00 "" 1731 1.00 -25 .�.. 0 463 ZO Air required (dm) '-'- 0 328 _ 138 0 PfinW certified by ACCA to meet as requkenw is of Manual J 7th Ed. wrrrghtsofr Right -Suite Residential- 5.5.06 RSR26013 2002-May-22 16:26:54 Page 3 AOZA E:\Files\DR HORTON 2002\2879\2879.rsr PGI)ATd��eORKSHEET nabre DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-5-97 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 MANI lAL J Ah Ed. 1 Narne d room ACTMTY RM BEDRM 4 BEDRM 3 2 tefo d e posed vrel 59.0 ft 15.0 ft 28.0 ft 3 Room drresiors 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 120 ft 4 Ceikgs Condit Option 8.0 91 8.0 ft heauaool 8.0 ft healtlod TYPE OF CST HTM Area Load (Blh) Alva Load (B111) Arna3 Load (BUh) Area DO'OSURE NO. Htq Clg (ft� Htg Clg (ft� Htg Clg (A Hta Clg Htg Clg 5 Gross a 1413 4. 2.1 "" "" 0 "" '••' 0 "" ""' "• •"' Exposed b 12C 2. 1.9 120 orals and c 13C 3 1. "" "" 0 "" """ 0 partition d 0. 0. c""' ""' 0 0 0 0 f 0. 0. "" `" 0 '"" """ 0 6 V\ktdo+rsand a 1C 37. 3325 "" 15 564 ""' 15 554 glass doors b 8C 37. 0 "" 0 .. 0 0 Heating c 9C 38. 0 0 .� 0 0 d 0. 0 0 .... 0 0 e 0. () '. 0 "" 0 I 0. 0 "" 0 "" 0 0 7 VWiJc>mand North Z7.6 f"" 222 2 "" 39 0 glass doors NEMW 51.4 X"" 1872 0 0 0 Cooling E/W 0. "" 0 0 0 0 SEISW 54. "" 4006 13 "" 621 15 "" 711 South 00 0 0 "" 0 0 "" '•" Horz 0.0 0 0 "" 0 0 8 Other doors a 11A 18. 12 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 9 Net a 14B 4. 2.1 0 0 0 0 0 eq)oeed b 12C ZE 1. 342 985 665 105 302 204 209 602 406 orals and c 13C 3. 1. 126 47 0 0 0 0 Partitions d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 a 16D 1. 2. 51C 865 1135 150 254 334 192 326 427 T�� b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 11 Floors a 22B 13.1 0.c 774 0 0 0 0 0 (Note. room b 19B 1.1 0. 460 589 0 0 0 0 0 c 19G 1.1 0. 0 0 0 0 0 0 rss sp d 0.c 0.( 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 floors) i 0. 0. 0 0 0 0 0 12 InfirAw a 26.1 8.5 94 2392 769 15 399 128 1 15 399 125 13 Sublofalbss=S+8.+11+12 9057 "" "" 1510 "" "" 1881 Less external tea" "" 0 ••» ••»c 0 ..» .... Less Uan>sfer �» 0 .... ..» .... .�» 0 ..» 14 Healing istrbution n� 10° 906 "" 10y 151 "" "" 10'/ 0 186 "" °/ «» 15 Total loss =13+14 "" 9963 16611 2069 16 Inn gains: People @ 300 c"" 0 0 " " 0 0 ..« 17 1200 Sublot RSH gan=7+g� 6 ""' "" 0 9716 0 """' 0 13M "" "" 1673 Less external cooing •«•• ,••• 0 ; 0 «« .... «,. Less transferCooling 0 "" ,� 0 .... 0 "" "" 0 """ ""' .... 18 Duct gain 1CP "" 872 lopx "" 133 101/1 "" 167 19 Total RSH gain=(17+18)-PLF 1.00 "" 9588 1.00 "" 1459 1.00 ""' 1840 xAv required ( "" 0 521 79 "'" 0 100 Printout certified by ACCA to meet al requillaTats d Manual J 7th Ed. _ - wrrfghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-22 16:26.54 '�� E:\Files\DR HORTON 2002\2879\2879.rsr Page 4 Iwcd I 10x10 rag 1 8' 36x16 rag 3+} r ids 14D FAMILY MS7R.BR __B7Fi 12x6 Iwcd ��- 170---------- }10x6 Iwcd +i 5' 75 I I0x10 4wcd ri — 45 -- . 6' 11 12x6 Iwcd f 10x10 4wcd 11 i0x6 Iwcd 170 ----- —IS 141x10' -6 45 41 50 12xI2.rn II i NOOK' SITT 4' bath duct to roof cap w/fan-light 7 3' bath duct 4 4• _... -- _ .__ to roof cap >a• 12x6 Iwcd ` 9Sx4I 7J w/inn - --- - 5 - 145 , 7' U4 Iwcd 42X42 A/C SLAB 116# L4 JL° ', 15 BY BLDR MIN • LJUx6-rwca 2' FROM WALL 5.-.i} 5 LD WIC O _ _- 8'J DINING 8' j 4' dryer duc� A/C 1 -' to roof cap %iill i MAP i 5a �w�r was 14x8 Iwcd 14x8 ]wcd * domm raw 210 210 r --- 50 TON W/10KW 2240V IPH scale :1/8'=1'0' LIVING 18x16 plen 24x18 rad platform by bldr S � y GARAGE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 170, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA A Doe LOT 170 CONTAINS 7341 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 710 SQ. FT. t TOTAL SOD 4524 SQ. FT. t I z A I O a v o? vle PI \ 1"-3D' \ GRAPHIC SCALE LOT 151 I I M "sJ\ 644 s•00 0 15 30 ,yu 1 i I iv \ ,' -------------- ,/ Iqq ,�F 'q wgrgl,� �\ S— ` 90 Oo+ F PI CENT OFW RNO`� 'o lc LOT 152 op"po°e �. \;: w,��s p�,e P �h' ^0� p / eo rr fq /� Q / o \ Nf" 93'�" / R.100.00' C8-527'08'15"W �-K2 C.t.9340- P o \ O \ 6 / po' pROp 4Oo. / �00f0% J• � , CENTERLINE OF / `'RIGHT OF WAY p i, ti L 44f "Sty, ?e g / O 60 42.26 LOT 169 0 L=90'00'00" L=39.27' R = 2 5.00' CB=N 18'25'00"W C=35.36' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. IIS PLOT PLAN IS INTENDED FOR PERN41TTING PURPOSES 4LY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF IE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION ST FOR CONSTRUCTION. .L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA )RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSEr JLY. 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 LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHEASTERLY LINE OF LOT 170 AS BEING S63'25'00"E PER PLAT. (FIELD DATE:) REVISED: SCALE:_ 1" = 30 FEET APPROVED BY: SJ JOB I NO ASM52637 UDEL CHANCE 3/16/06 DLC DRAWN BY: LOT PLAN 2/27/06 MOF $F4�' 2 PI LEGEND -- — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE pOL POINT ON LINE PCC POINT OF COMPOUND CURVATURE x PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED UP UTILITY PAD FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT 5/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PD PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SOUARE FEET PSM PROFESSIONAL SURVEYOR & MAPPER 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUO WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3/2//D FOR THE FIRM JAMES JAY JILES PSM #4997 DATE 32789 (407) 426-7979 of YODELS OPTIONAL DSB CLASS OR I/a* SiTANDARD INSULATED ACRYLIC LITES AVAILABLE. �• • e . r OPTIX ACCORDANCE •. SECTION : 11 I• �■ ■�J��IIBT� ■ I _ f I_ I I rill I �_ �_■—,_ - I�I ICI I fI M .l il _ rL-1 7K.- 11 ri (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. ATTACHED W/ TOG—L—LOC (TOP & 80T) AND URETHANE ADHESIVE (ALONG CENTER) LOCATION VOF I— — A ` OPTIONAL OUTSIDE KEYED LOCK POSITION _ MAX. DOOR WIDTH - 16'-0' INSIDE Ell EVATIONS VERTICAL JAMB ATTACHMENT fWOOD FRAME NOTE 1: BUILDINGS): DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). 1/2 x3' LAG SCREWS ON 14" CENTERS. 1' O.D. DOORS OVER r-0" HIGH CONSIST OF ($ SECTIONS (tSoT SHOWN). WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS Do NOT TRANSFER LOAD. 25 GA. MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING. BAKED —ON PRIMER. AND A BAKED —ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 1/ DENSITY POLYSTYRENE FOAM INSULA71ON 1-5/16' THICK WITH VINYL HAItCELL BACKER (INSULATED MODELS ONLY) 3' TALL eo K51 U—BAR 20 GA. GAALV. STEEL 1-+ 3' I- 1-7/8" cre• F 1' t' 2' THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET AT W/(4) /14x5/8' SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END SHEET /(� 14x5/B" k (4) 1/4'x3/4' SELF TAPPING SCREWS. REV DATE 20 GA. SKIN WITH NPATENTED TOGD STILES A��HED TO DOOR SYSTEM R 03 9/2003 (TOP, BOTTOM & CENTER). \ 04 8/2004 D5 5/2005 FRONT FRAME VW.H U.V. COATING ON OUTSIDE SURFACE 11 GLAZING 11OPTIONAL 10 SCREW MOLDED INSIDE LITE RETAINER /8x3/4' PAN HEAD SCREW SECTION B—B (10 SCREWS PER LITE) • r a ha. a• r u � • � r � ,r a • .• r r 131 IA . Ir. •. 6�1,4. 3" TALL x 20 G4. GALV. SOKSI STEEL U—BAR. TWO U—BARS PER SECTION. EACH U—BAR ATTACHED WITH TWO 1/4'x3/4" SELF TAPPING SCREWS PER SITLE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE SLIDE Rnl T THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG CODE OR IBC FOR THE FOLLOWING CON : 1) ENCLOSED BALDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S ZONE. 3 IN OR � FACTORS ROOF 4) ANY AND 5� WIND SPEED MPH S 110 1120 1 1201 130 EXPOSURE LEVEL 8 or C 1 8 C B MEAN ROOF HEK;t♦IT 30' 30' 22' 30" MITE STIL OUTSIDE HANDLE END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. '8' / OF CENTER DOOR STILES WIDTH 92 9 10 VIEW 'C" 3 4 14 O 1 10 LACK POSITION (BOTH SIDES) TWO POINT LOCKING DESCRIPTION CLARIFIED GLAZING OPTIONS ADDED M/N 190. 1500 UPDATED CODE REF. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GAIN. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16•xt-5/8' WOOD LAG SCREWS. H=- DOUBLE TRAM TRACK CONFIGURATIO LOW HEADROOM S AVAILABLE AS AN OPTION DOOR HEIGHT 'L' 2" GALV. STEEL TRACK, 6 — 70 MIN. TRACK THICKNESS:.060" 7 —0 2 8 —0 88 TYP. 2-1/2'x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE. THE OPDOWIL GATING SHOWN ON THS MOM MEETS 111E TWO 3' TALL x MIND Law REOIARE►E1115 OF 11E FU RIM BUI ONG CODE 20 GA. 80KSI U—BARS OR MERINTIOIW. &ADM CODE But DOES 1'!$ MEET TIE IWACt RESbTANt REa1NRELEIR PER DOOR SECTION. FOR Ws10801wE DEERS RECpNS REF. CHAPIER1e :11C IBC VERTICAL JAM ATTACHMENT W-90 BLOCK OR 2000 PSI MIN, CONCRETE COL MNI• 3/8'X4' SLEEVE ANCHORS ON 15.5" CENTERS (C-90 BLOC•() OR 20" CENTERS (2000 PSI -MIN. CONCRETE) OR 1/4"X4' TAPCON SCREWS ON 12.5' CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Pm -IR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBT F HEADROOM OPTION :0146/8" SHEET METAL SCREWS O O 1/4'x3/4' SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HNGE VIEW 'R VIEW STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB 20 GA, MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE 12 GA . GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB) WITH ONE 5/16"x1-5/8' LAG SCREW PER TRACK BRACKET. 7/16' I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER). F TO INTER. Si1LES W�(4) 2' GALV. STEEL TRACK FASTENED TO /14x5 8 SHEET METAL SCREWS. 14 GA GALV. STEEL ROLLER W 12 CA GALV. STEEL TRACK BRACKET$. FASTENED 70 ENO STILES EACH W 4) TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8' BOLT A: NUT 14x5 8' SHEET METAL SCREWS (4) 1%4"x3/4" SELF TAPPING SCREWS PER END HINGE OR TWO 1/4' DIA. RIVETS. L 2' DIA, SHORT STEM, 10 BALL STEEL ROLLER. JAMB RATION PREPARATION OF JAMBS BY OTHERS. SECTION C—C NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. ORMMk 0RWIMG5 ARE SIGNED IN BLUE M WITH A RARin SEAL (EMIMM). DESIGN ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. 191513 DESIGN LOADS: +32.0 PSF & —32.0 PSF. LOCK OPTION CLOPAY BI BLVD. PRODUCTS COMPANY C' O BASS DUKE 45 _ ptly MASON. ON 45040 (513) 770-4800 Clopay Corporation NI Rights Reserved. Building P ro d u e t S The arrangements depicted herein are the sole property of the Gopay Corporation and may not be reproduced Company in any form Without it's mitten permission. SCALED NOTED PLOT, MAX. DOOR SIZE• WMMJ AD RATING ` `C DATE, 1=48 16'0"W x 8'0"H W J 1 /26/96 DESCRIPTION, DRAWN BY, MWW MODEL 73/75/84A/94; 16'W +32/-32 CHECKED BY, DROVING NUMBER, REV, 101922 5 2000 5K JAM.B STYPJ rr 1 X 2 7/16 X 1/8 2000 SA 1 X 2 7/16 X 3/8 ONE BY VO® TUBE MULLION. 'JAMB CTYPJ TUBE MULLIOBUCK BY OTHERSN . fJ�+ICRETE .. . OR M %4;.x- R 1 1 1/4' MIDI, . BY OTHERS EXXDNENT . Q Q j N8 X I/2 SELF � - TAPPING SRS - MSTAU.ATIIW ANOCR 3/I6' -MA. - .:.. . TAOCUN SCREV .AHC»R CTYPJ . - y EXTERNAL; ' 2 : X 4 X 3/8 - -+ DrSTJ1LCATIDN CUR: T BE M LICK. SEJ�(.ANT BETVEEN - �nR.LICK VINDOV FLANGES - .. ^ rY-:.c • r # e X 1-1/2 SELF 2000 S K' yfilUI77 U09 TO'*CONa7tT'E O HEAD . TAPPING SMS JAMB CTYP) ,.. MULLION _ I:ISPPUES..TO`*. HEAD",* SILL WHERE I' X' 4 ZtIBE MULU4NS ;ARE USED) SECTION A=A. (2)y- - - is X 1/2 -SEIf TAp�ING _ 1NSFALLATION •I ND= _ i X 4 -X 3/8. _ __ _ _ 3/16' Ohl -TAPCCD� TUBE MUILIDN SY�tEY_ ANQIOft cTYPi i - SILL CLIP p8 X S£ACAKT: BETVEEN TAPPING.. SNS VINDgV -FLANGES :.Q 1-1/2 SELF ' L M 2 2000 S._ N. 000 S� 1 : ULLIDN . _ _ :.. - - - - - : JAMB CTYP-) JAMB fTTP.) SECTION A�A�(51 _ _. �'� 'f vt.• 1EMBEMENT 1/ _.__....... .... .: ; �• _, ' PR_CAST-Sn :BY-QTNERS #8 X 1/2 SELF S9 X 12 SELF TAPPING SMS _. TAPPING' SMS SEALANT BETVEEN' SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGE; . L MLLUGN L MULLION • 48 SELF T. 48 X 12 SELF TAPPING SMS SEALANT BETVEEN M xum 48 X i-1/2 SELF TAPPING SMS SECTION A —A (1) 1 X 4 X. 1/8 TUBE MLR_LIDN .._ �__CF.OR,ADDITIDNAL_AI�}DRS>;,,VifJi- REQUIRE:1n . . 1. LZ V9 X 1-1/2 SELF lib X +:U2 SELF CTYP SMS J TAPPING. SMS ; TAPPING SMS �A�• B MULLION SECTION A —A (3) SECTION' A -A (4) VIEWED OM EXrERioR vj gAy 1 - FLORIDc u • biAI�IUFAGR - PI - /R �o S �' )w',, T=: S R. 2000 . SHEET: 2; - :_� ♦♦♦ VERTICAL MULLION�'SECTIO1��:., SEE' #.. ;.... ; D:T�iERiS�DE? ;SHEET.;R% L DESIGN PRESSURE,CAPACIT.ES�-;�'3'. , MT N BY: JBH Ile - .ApPRovw $Y:?� ��=� °y �;z: {n • _ ..___..-._...�....�.,.__._.,�.::....„ DATE:2/2/-:02._ s:.TS 1ntGw, '�VhGN� ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE - & WOOD BUCK STUCCO_ BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS c ° a RIGID VINYL !I GLAZING BE I�J� (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EDL. PERIMETER CAULK —\ /. BY OTHERS 0 CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT Disclaimer: The purpose of this installation droving is to present the monufoctures's recommendations for onchoroge (i.e.. concrete screws, wood screws, noils and Vulkem struclurot odhesive) to ochieve the design pressure specified on the lenestrotion product os required by Florido Building Code, Section 1707.4.4. AAnchoroge Methods. Recommendolions regording flashing, seoling, seolonts or other joint seolont proctices E does not constitute o worronty either expressed or implied. B.W. 1-1/4' MIN. (BUCK WIDTH) EMBEDMENT ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER (NOTE 6 & 7) (NOTE 12) p INSTALLATION ANCHOR SHIM AS REQ'D. E Anchor 3/16' DIA. TAPPER (NOTE 12) 1/4' MAX. Locotion SHIM AS RED'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL —v o BY OTHERS SECTION A —A W.W. A A B C D J B W.H. F H I - MIN VIEWED FROM EXTERIOR E --t K B G ELEVATION RIGID VINYL (SEE NOTES) Above GLAZING BEAD Meeting (TYP.) Roil. GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE CONCRETE OR MASONRY OPENING BY OTHERS 0 & WOOD BUCK PERIMETER CAULK W W BY OTHERS M75 IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor X Loco tion Belo. ANCHOR INSTALLATION INSTRUCTIONS Meeting Roil. GENERAL: 0 (WINDOW WIDTH) I STUCCO BY OTHERS CAULK BETWEEN WOOD BUCK & SECTION B—B MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A —A (ALTERNATE) For installation with two by with or W f o one by wood bucks. 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE N41L LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] INC REV DESCRIPTION DATE INI FLORIDA EXTRUDERS 12540NJEw TT LANE REvISED ANCHOR LOCATION 4/23/04 R JA CERTIFICATE OF AUTHORIZATION No. 9235 _ SANFORD FLORIDA IN JAMB Or SIZE 37. NO CHANGE IN OUANTITY. ADDED DISCLAIMER AND E CLARIFIED LOCATION OF 7/29/04 R J JAMB ANCHORS TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000, 1500 & 2000 DRAWN BY: B B APPROVED BY: R JA DATE: 7/29/04 SCALE: N T S DWG.: FLEX0016, SHT is TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Psr TO 40PSF 41 Psr TO 70PSF 30vsF TO 40PsF 41 Psr TO 70PSF 12 18 1/8 X 25 6 B F.G F,G F,G F,G 13 18 1/8 X 37 3/8 B 8 8 8 F,G F,G 14 145 18 1/8 X 49 5/8 18 1/8 X 55 1/4 8 B F,G F,G 15 18 1/8 X 62 6 6 6 F,G F,G F,G F,G.H,I 16 17 18 1/8 X 71 18 1/8 X 83 8 B B F,G F,G,J,K IH2 25 1/2 x 25 8 B F,G F,G F.G F,G 1 H3 25 112 X 37 3/8 8 B B 6 F,G F,G,H,I 1 H4 1 H45 25 112 X 49 5/8 25 112 x 55 1/4 B 8 F,G F,G,H,1 1 H5 25 112 X 62 8 B F.G F.G F,G.H,I F,G,H,1 1 H6 1 H7 25 112 X 71 25 112 X 83 8 B B B F,G,J,K F,G,J,K 30 112 X 26 29 112 X 25 8 B B F,G F.G F.G F,G 30 112 X 38 3/8 29 112 X 37 3/8 B B B F,G F,G,H,I 30 1/2 X 50 5/8 29 112 X 49 5/8 8 8 F,G F.G,H,1 30 1/2 X 56 1/4 29 1/2 X 55 1/4 8 F,G F,G,H,1 30 1/2 X 63 29 1/2 X 62 8 B B F,G,H,I F,G,H,I 30 112 X 72 30 112 X 84 29 112 X 71 29 112 X 83 B 8 F,G,J,K F,G,J,K 22 36 x 25 8 8 F.G F.G F,G F.G 23 24 36 x 37 3/8 36 x 49 5/8 B B B 8 F,G F,G,H,1 245 36 x 55 1/4 B B B F,G F,G,H,1 F.G,H,I F.G,H.1 25 26 36 x 62 36 x 71 B B 8 F.G.H,1 D,E,F,G,H,I 27 36 x 83 B 8 FGJK F,G,H,I,J,K 42 x 26 41 x 25 B B B F.G F,G F,G F,G,H,1 42 x 38 3/8 42 x 50 5/8 41 x 37 3/8 41 x 49 5/8 B B 8 F,G F,G.H,I 42 x 56 1/4 41 x 55 1/4 B 6 B F,G,H,I F,G,H,1 F,G,H,1 D.E,F,G,H.1 42 x 63 42 x 72 41 x 62 41 x 71 8 8 B F.G,H,I D,E,F,G.H,1 42 x 84 41 x 83 B 8 FGJK F,G,H.I,J.K F.G 48 x 26 47 x 25 B B A.0 A.0 F,G F,G F.G,H,1 48 x 38 3/8 48 x 50 5/8 47 x 37 3/8 47 x 49 5/8 6 A.0 F.G F,G,H,I 48 x 56 1/4 47 x 55 1/4 8 B A.0 A.0 F,G,H.1 F,G,H,I F.G.H,1 D,E.F.G.H,1 48 x 63 48 x 72 47 x 62 47 x 71 8 A.0 F.G.H,1 0,E,F,G.H,1 48 x 84 47 x 83 8 A.0 F,G,J,K D,E,F,G,H,I,J.K 32 33 52 1/8 X 25 52 1/8 X 37 3/8 8 8 A,C A.0 F•G F.G F,G,H,1 34 52 1/8 x 49 5/8 B A.0 F,G.H.1 F,G.H,1 F,G,H,I D.E,F,G.H.I 345 52 1/8 X 55 1/4 52 1/8 X 62 B B A.0 A.0 F,G,H.1 D.E,F.G.H,I 35 36 52 1/8 X 71 B A.0 F.G.H,1 D,E.F.G.H,I . 37 52 1/8 X 83 (3 A.0 F,G,J,K D,E,F,G,H,I,J.K • 37 SIZE NOT AVAILAULL IN 1 UUU UK I z)vu JCmCJ. IMPORTANT INFORMATION & GENERAL NOTES (cant.) ANCHOR INSTALLATION INSTRUCTIONS (coat.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.)'OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES (1) 18 1/8 x 62 AND (2) 30 1/2 x 84: a) LIMIT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. ViEWED FROnV" EXTERIOR (ANCHOR LOCATIONS) W.W. A B C D J W.H. F H ELEVATION #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK - SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL 1 CVO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 16A) IF A TWO BY & ONE BY WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION B-B), THEN # 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK WILL BE USED AND THE ONE BY WOOD BUCK WILL BE SECURED TO THE TWO BY WOOD BUCK AS REQUIRED IN NOTE 6 & 7. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) I EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. Ev FLORIDA EXTRUDERS INTERNATIONAL,2LANE B INC C CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA a TITLE: [NSTALLAT [ON DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY: RJA APPROVED BY:RJA DATE:7/29/04 (SCALE: NTSjDWG. ELEX0016, SHT 2 OF 2 -.2 • CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT GLAZII (SEI PERIMETE CAUL BY OTHEF INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS SHEATHING BY OTHERS WINDOW WIDTH 1/4- MAX. Disclaimer: The purpose of this installation drowing is to present the monutacturers recommendations for I' MIN. EMBEDMENT SHIM SPACE (WOOD SCREW) anchorage (i.e., wood screws and nods) to achieve the design pressure specified on the fenestration product TWO BY WOOD D os required by Florida Budding Code. Section 1707.4.4. Anchorage methods. Recommendations regarding TWO BY WOOD SHIM AS REQ' D. BY OTHERS flashing sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or (SEE NOTES) implied. BY OTHERS As REQ'D. IMPORTANT INFORMATION & GENERAL NOTES SHIM (SEE AS RE These notes are provided to ensure proper installation of Florida Extruders Milestone 1' MIN. EMBEDMENT products and must be followed fully. (� (WOOD SCREW) GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME JAMB PERIMETER CAULK BY OTHERS FWINDOW A—� ANCHOR SPACING (SEE BELOW WINDOW f HEIGHT I SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS ECTION B-B EQUALLY SPACE ANCHORS (TYP.) N TYPE ANCHOR A L MAX.INDOW FRAME SPACING YP.) LL (SEE BELOW) 6- MAX. (TYP.) MARBLE SILL ELEVATION STOOL BY OTHERS VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) CAULK BETWEEN � L WINDOW FIN SHEATHING & SHEATHING BY OTHERS ], MIN. SECTION A -A (WOODBEDMENT SCREW) WOOD SCREW: 24' O.C. MAX. (TYP.) TWO BY WOOD --------------- BY OTHERS NAIL: 7' O.C. MAX. FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL rr W� a � 00 in z D d' W ___ o En Mz Q W ,)EC 1 6 2004 r- W �a W aa O J GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1S00 AND 2000 SERIES SINGLE HUNGS. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS AND NAILS SHAH NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE I IN I FLORIDA EXTRUDERS INTERNATIONAL, LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C REVISED NOTE 6. REVISED NOTE 7 AND TITLE TO REFLECT NAIL ALTERNATE. 12/10/03 RJA TITLE: INSTALLATION DETAIL W/08 SCREWS OR NAILS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 D ADDED DISCLAIMER. 7/29/04 R J A DRAWN BY: BB APPROVED BY: RJA DATE: 7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2/ #8 WOOD SCREW INSTALLATION ANCHOR CHART #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMB CALL WINDOW HEAD & SILL EACH JAMB CALL WINDOW UP TO 70 PSF UP TO 70 PSF SIZE SIZE SIZE SIZE UP TO 70 PSF UP TO 70 PSF 2024 23 1/2 X 27 1/2 2 2 2 12 13 t8 1/8 X 25 18 1/8 X 37 3/8 2 2 2 3 2030 23 1/2 X 35 1/2 2 2 3 14 18 1/8 X 49 5/8 2 3 2038 23 1/2 X 43 1/2 2 3 145 18 1/8 X 55 1/4 2 3 2040 23 1/2 X 47 1/2 2 3 IS 18 1/8 X 62 2 4 2044 23 1/2 X 51 1/2 2 3 16 18 1/8 X 71 2 4 2050 23 1/2 X 59 1/2 2 4 17 18 1/8 X 83 Z 4 1H2 25 1/2 X 25 2 2 3 2060 2070 23 1/2 X 71 1/2 23 1/2 X 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 2 2 11-13 1H4 25 1/2 X 37 3/8 25 1/2 X 49 5/8 2 2 3 2430 2438 27 1/2 X 35 1/2 27 1/2 X 43 1/2 2 2 3 1H45 25 1/2 X 55 1/4 2 3 2440 27 1/2 X 47 1/2 2 3 iH5 25 1/2 X 62 2 4 4 2444 27 1/2 X 51 1/2 2 3 3 1H6 iH7 25 1/2 X 71 25 1/2 x 83 2 2 4 2450 245 0 27 1/2 X 59 1/2 27 1/2 X 71 1/2 2 2 4 30 1/2 x 26 29 1/2 X 25 2 2 3 2460 27 1/2 X 83 1 2 2 4 30 1/2 x 38 3/8 29 1/2 X 37 3/8 2 3 2824 31 1/2 X 27 1/2 2 2 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 2830 31 1/2 X 35 1/2 2 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4 2838 31 1/2 X 43 1/2 2 3 30 1/2 x 63 29 1/2 X 62 2 4 2840 31 1/2 X 47 1/2 2 3 30 1/2 x 72 29 1/2 X 71 2 2 2844 31 1/2 X 51 1/2 2 3 30 112 x 84 29 1/2 X 83 22 36 X 25 2 2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 23 36 X 37 3/8 2 3 2870 31 1/2 X 83 1/2 2 4 24 36 X 49 5/8 3 3024 35 1/2 X 27 1/2 2 2 245 36 X 55 1/4 2 2 4 3030 35 1/2 x 35 1/2 2 2 25 36 X 62 2 4 3038 35 1/2 X 43 1/2 2 3 26 36 X 71 2 4 3040 35 1/2 X 47 1/2 2 3 27 36 X 83 3 2 3044 35 1/2 X 51 1/2 35 1/2 X 59 1/2 2 2 3 3 42 x 26 42 x 38 3/8 41 X 25 41 X 37 3/8 3 3 3050 3060 35 1/2 X 71 1/2 2 4 42 x 50 5/8 41 X 49 5/8 3 3 3 3070 35 1/2 X 83 1/2 2 4 42 x 56 1/4 42 x 63 41 X 55 1/4 41 X 62 3 3 3 4 4 3424 39 1/2 X 27 1/2 3 2 3430 39 1/2 X 35 1/2 3 2 3 42 x 72 42 x 84 41 X 71 41 X 83 3 4 3438 3440 39 1/2 X 43 1/2 39 1/2 X 47 1/2 3 3 3 48 x 26 47 X 25 3 2 3 3444 39 1/2 X 51 1/2 3 3 48 x 38 3/8 47 X 37 3/8 3 3 3450 39 1/2 x 59 1/2 3 3 48 x 50 5/8 47 X 49 5/8 3 3 3460 39 1/2 X 71 1/2 3 4 48 x 56 1/4 47 X 55 1/4 3 4 3470 39 1/2 X 83 1/2 3 4 48 x 63 48 x 72 48 x 84 47 X 62 47 X 71 47 X 83 3 3 3 4 3824 43 1/2 X 27 1/2 3 2 2 3830 3838 43 1/2 X 35 1/2 43 1/2 X 43 1/2 3 3 3 32 52 1/8 X 25 3 2 2 3 3840 43 1/2 X 47 1/2 3 3 33 52 1/8 X 37 3/8 3 3 3844 43 1/2 X 51 1/2 3 3 3 34 345 52 1/8 x 49 5/8 52 1/8 x 55 1/4 3 3 3 3850 3860 43 1/2 X 59 1/2 43 1/2 X 71 1/2 3 3 4 35 52 1/8 X 62 3 4 3870 43 1/2 X 83 1/2 3 4 36 . 37 52 1/8 X 71 52 1/8 X 83 3 3 4 4 47 1/2 X 27 1/2 3 2 4024 • 37 SIZE NOT AVAILABLE IN i 000 OR 1500 SERIES 4030 47 112 X 35 112 3 2 3 4038 47 1/2 X 43 1/2 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 4070 47 1/2 X 83 1/2 3 1 4 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS cont. #8 WOOD SCREWS: 14) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.`S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 22) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. fl FLORIDA EXTRUDERS 12540NEWET LANE INC CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS D SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0026 SHT 2 OF 2 r CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD 'BUCK'BY OTHERS (NOTE 6 & 7) CAULK BETWEEN D WINDOW FLANGE & WOOD BUCK D r - STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) W.H. (WINDOW HEIGHT) PERIMETER CAULK BY OTHERS n CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV'D. EQL. INSTALLATION ANCHOR Disclaimer. The purpose of this installation drowing is to present the 11-1/4' MIN. CONCRETE OR 3/16' DIA. TAPPER monufocturefsrecommendations foronchoroge(i.e..concrete screws. S.W. EMBEDMENT MASONRY OPENING wood screws. nods and Vulkem structural adhesive) to achieve the design ( BUCK WIDTH) (NOTE 12> BY OTHERS pressure specified on the fenestration product as required by Florida SHIM AS REQ' D. CAULK BETWEEN Building Code, Section 1707.4.4. Anchorage Methods. Recommendotions WOOD BUCK & regarding flashing, sealing, seolonts or other joint sealant practices does 1/4' MAX. p INSTALLATION ANCHOR not constitute a warranty either expressed or implied. (SEE NOTES) 3/16' DIA. TAPPER MAS'Y. OPENINGI B1 (NOTE 12) Y OTHERS 1 + 1-1/4' MIN. AGLASS (TYP.) ___-_--ICA t EMBEDMENT (SEE NOTES) RIGID VINYL I GLAZING BEAD SECTION B-B o ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) I FLANGE TYPE WINDOW FRAME CAULK BETWEEN CAULK BETWEEN WINDOW FLANGE & WOOD BUCK o WOOD BUCK & SHIM AS REQ'D PERIMETER CAULK BY OTHERS MAS'Y. OPENING 1/4' MAX. W.W. W.W. (WINDOW WIDTH) BY OTHERS (SEE NOTES) IMPORTANT INFORMATION & GENERAL NOTES STUCCO BY OTHERS S These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME 19IQ PRECAST SILL BY OTHERS SECTION A -A B.H. (BUCK HEIGHT) GENERAL INSTALLATION INSTRUCTIONS ' 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE B CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SiLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. SEE NOTE 16 FOR 4) FLORIDA EXRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. W.H. TAPPER SPACING 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS / SEE NOTE 19 9TFOR 910 GENERAL: / WOOD SCREW SPACING 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8- LENGTH (5/8" EMBEDMENT), A HARDENED 'MASONRY NAIL- WITH A 0.148" DIAMETER AND I rh" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 11/Y THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER t THAN 1' NOMIMAL (3/4' THICK) AND LESS THAN 2' NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF A } NOTE 6. 6' MAX. (T YP.) 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR SEE NOTE 15 FOR 88 WS WITH TAPPER THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE SEE NOTE 19 FOR #10 WOOD SCREWS CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. ELEVATION 9) ALL FIELD CRES SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL I E MEN . DIAMETER 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & tl 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). VIEWED FROM EXTERIOR INSTALLATION FOR TAPPERS PER NOTES 14, 15 & 16. OUANTITIES FOR TAPPERS PER CHART ON SHEET 2. INSTALLATION FOR 110 WOOD SCREWS IN STRUCTURAL BUCK PER NOTES 18 & 19. W t` a o' a V, o / N Z W W N < W / C 1 6 2004 ~ W r � a W m Q O 0: t< 3/16' DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTUAL ONE BY WOOD BUCK (NOTE 7), USE A 3/ 16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR QUANTITIES CHART. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TTTEN (by SIMPS(NI STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR FIXED WINDOW SIZES OF 65 x 50 5/8, 65 x 56 1/4, 65 x 63, 65 x 72, 65 x 81 AND 96 x 12: a) LIMIT TO 60 PSF , OR b) INSTALL ONE ADDITIONAL FASTENER IN THE HEAD OVER CHART REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) EV DESCRIPTION B REVISED NOTES 3, 6, 7 AND 8. ADDED NOTE 26. ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. ADDED DISCLAIMER. i DATE ,]DATE: NI INTERNATIONAL, INC. FLOIDA EXTRUDERS 2540 JEWETT LANE 12/19/03 RJA CERTIFICATE;DF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE.- INSTALLATION DETAIL W/ ONE BY BUCK 729/04 R JA FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: RJA r0� DATE:7/29/04 SCALE: NTS DWG.: FLEX0018 SHEET I -� TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TOP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 4fi PSF TO 60 PSF 61 PSF TO 70 PSF 19 t/8x12 18 I/8x11 1 f 1 1 1 I 191Bx18 181/8x17 19 i/8x26 18 I/Bx25 1 t I 1 I I 19 1/8x32 18 1/8x31 1 1 1 1 t I 19 I/8x38 318 18 I/8x37 3/8 I 1 1 1 1 1 19 1/8x44 18 t/8x43 1 1 1 1 1 1 19 1/8x50 518 18 4/6x49 518 t 1 1 1 1 1 19 I/8x56 1/4 18 I/8x55 1/4 1 1 I 1 1 1 t91Bx63 181/8x62 t 1 t 1 1 I t9I/8x72 18I/Sx71 t 1 t 1 1 2 19 t/8x84 18 1/Sx83 I t t t 2 2 191/ex96 181/sx95 1 I t 2 2 2 26I/2xI2 25I/2xII I 1 1 I 1 1 261/2x18 2512x17 1 , t 1 1 1 261/2x26 2512x25 I , 1 I 1 1 261/202 251201 1 1 1 1 1 1 26 12x38 318 25 Inx37 318 1 I I 1 1 1 2612x44 251/2x43 I t t 1 1 1 26 I/2x50 518 25112x49 5/8 1 1 , 1 t 2 261/2x56114 25112x55114 1 1 1 1 2 2 2612x63 2511242 1 t 1 1 2 2 2612x72 251201 1 1 1 z 2 2 26 12x84 25 t2x83 t t t 2 2 2 2612x96 251245 1 I t 2 2 3 3202 31xlt 1 I 1 1 1 1 32x18 31xI7 1 1 1 1 I I 32x26 31x25 t I 1 1 1 t 32x32 31x31 32x38 3/8 31x37 3M t f t I t t 32x44 31x43 I 1 t 1 1 2 32x50 5B 3lx49 5/8 1 t t 1 2 2 32x56114 31x55114 t t t 1 2 2 32x63 31x62 1 1 I 2 2 2 32x72 31x7t 1 1 1 2 2 2 32x84 31x83 1 1 1 2 2 3 32x96 31x95 1 t 1 2 3 3 37x12 36x1/ 1 t 1 1 I t 37xl8 3607 1 t t 1 t t 37x26 36x25 1 t 1 t 1 f 3702 36x31 1 3708 318 3607 318 1 1 1 I t 1 37x44 36x43 I t 1 1 1 2 37x50 5/8 36x49 5M 1 1 1 1 2 2 37x561/4 36x551/4 1 1 1 2 2 1 2 37x63 36x62 1 1 1 2 2 2 3702 36x71 1 1 1 2 2 3 37x84 36x83 1 1 1 2 3 3 37x% 36x95 / 1 1 2 3 3 44x12 43xll I I t I I I 44x18 43x17 I I 1 1 1 t 44x26 43x25 I 1 I I I I 44x32 43x31 1 f I 1 1 I 44x38 3/8 43x37 3/8 1 1 1 1 1 2 44x44 43x43 I I 1 1 2 2 44x50 5/8 43x49 5/8 1 1 1 2 2 2 44x561/4 43x55114 1 1 1 2 2 2 44x63 4362 1 1 1 2 2 3 4402 43x71 I 1 1 2 3 3 d4xS4 43x83 I , 11 1 2 3 3 44x96 43x95 1 1 1 3 3 a TAPPER INSTALLATION CHART FOR FIXED WINDOWS TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 6/ PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 53 I/8x12 52 I/SxII t / I 1 1 1 10SX12 107x1I I 1 2 1 1 1 531/8x18 521/8xt7 1 t 1 1 t 1 108x18 107x17 2 2 2 1 t 1 531Bx26 521/8x25 t 2 2 1 1 1 I08x26 I 107x25 2 3 3 1 1 2 2 531/802 521/8x31 1 2 2 1 t 1 108x32 10701 3 3 4 2 2 2 53 1/8x38 3/8 52 1/8x37 3/8 1 2 2 1 2 2 108x38 3/8 10707 318 3 4 4 2 2 2 53 4/8x44 52 1/Bx43 1 2 2 1 2 2 120x12 119x11 1 2 2 1 1 1 53 1/W0 5/8 52 l/8x49 518 1 2 2 2 2 2 120x18 11907 2 2 2 1 1 1 53 1/8x56 114 52 1/865 1/4 1 2 2 2 2 3 120x26 t 19x25 2 3 3 1 2 2 53 I/8x63 52 1/Sx62 1 2 1 2 2 3 3 120.32 119.31 3 4 4 2 1 2 2 53 I/8x72 52 1/Sx71 1 2 2 2 3 3 t20x38 3/8 1 t9x37 3/8 3 4 5 2 2 3 53 t/8x64 52 f/8xB3 1 2 2 3 3 4 IMPORTANT INFORMATION &GENERAL NOTES (coot.) ANCHOR INSTALLATION INSTRUCTIONS (coot.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (cont.): 15) #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO NON-STRUCTURAL 01 WOOD BUCK SHALL BE PLACED 6" FROM EACH CORNER OF THE HEAD AND IAMBS. 16) THE REQUIRED NUMBER OF TAPPER INSTALLATION ANCHORS (SEE CHART) SHALL BE SPACED EVENLY (+/- BETWEEN THE #8 WOOD SCREW CORNER FASTENERS. 17) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/8 IN. EMBEDMENT INTO WOOD BUCK. , #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 18) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE # 1( SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOC 19) #10 WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW ON SH a) SERIES 1000 & 2000 - HEAD: i) 30 TO 4S psf: 6" MAX FROM CORNER & 18" O.C. MAX. i) 46 TO 60 psf: 6' MAX FROM CORNER & 14" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 12' O.C. MAX. b) SERIES 1000 - IAMBS: i) 30 TO 45 psf. 6" MAX FROM CORNER & 15" O.C. MAX. i) 46 TO 60 psf: 6" MAX FROM CORNER & 12' O.C. MAX. ii) 61 TO 70 psf: 6" MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - IAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20" O.C. MAX. i) 46 TO 60 psf: 6" MAX FROM CDRNER & 15" D.C. MAX. di) 61 TO 70 psf: 6" MAX FROM CORNER & 14" O.C. MAX. 20) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 21) ALL. REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLA USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ-D. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 53 I/8x96 52 I/8x95 1 2 2 3 4 5 64x12 63x1I 1 I I I I 1 64XI8 6307 1 1 2 t 1 1 64x26 63x25 1 2 1 2 I t 1 6402 63x3t 2 2 2 I 1 1 64x38 3/8 6307 3M 2 2 2 1 2 2 64x4a 63x43 2 2 2 2 2 2 64x5o SB 63x49 518 z 2 2 2 2 3 64x56 1/4 63x55 114 2 2 2 2 3 3 64x63 63x62 2 2 2 2 3 3 6402 6301 2 2 2 3 3 4 64x81 63x80 2 2 2 3 e a 72x72 71x7t 2 3 3 3 4 4 74x12 73x11 1 I I I 1 1 7408 73xl7 1 2 2 1 1 1 74x26 73x25 2 2 2 1 1 1 74x32 7.3x31 z 2 3 1 1 2 7408 318 73x37 318 2 3 3 1 2 2 74x44 73x43 2 3 3 1 2 2 74x50 518 73x49 518 2 1 3 3 2 2 3 74x561/4 73x551/4 2 3 3 2 3 3 74x63 7342 2 3 3 2 3 4 84x12 83x11 I I I I I I 84x18 8307 I 2 2 1 1 1 84x26 83x25 2 2 z 1 1 1 84x32 83x31 2 3 3 1 2 2 84x38 3/8 83x37 318 2 3 3 1 2 2 84x44 83x43 3 3 4 z z 2 84x5o 5/8 83x49 SM 3 3 4 z z 1 3 8056 1/4 83x% 1/4 3 3 1 4 2 3 3 96x12 95x11 t , 1 I 1 t 96x18 95x17 1 2 2 1 1 1 96x26 95x25 2 2 3 t 1 2 96x32 9501 2 3 3 1 1 2 2 96x38 3M 95x37 3M 3 3 4 2 2 1 2 96x44 95x43 3 4 4 2 2 2 96x5o SB 95x49 5/8 3 4 5 2 3 3 iE BY 2") WOOD 0 BUCK. :ET 1): RON, THE L3)%vmrLIc_l vvt l n.%_rv%' I c11 I/ acl.l 1v1131/v/.Y.N.1 rvn rt %4VIML1-Iu. I W U I/v/.7.7.c FvM MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002. 26) TWO BY WOOD BUCK AND/Olt FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. N FLORIDA EXTRUDERS I2540NIONAL, INC. JE ETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7i29iO4 SCALE: NTS DWG.: FLEX0018 SHEET 2 OF 2 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN EXTERIOR FINISH BY OTHERS —\ PERIMETER CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN EXTERIOR FINISH BY OTHERS I' MIN. WINDOW WIDTH SHIM AS REO'D EMBEDMENT Disclaimer. The purpose of this insfoHotion drawing is to present (WOOD EMBEDMENT SCREthe monufocturersreconxnendotionsfor anchorage (i.e..wood 1/4" MAX. (SEE NOTES) WOOD FRAMING screws and noils) to achieve the design pressure specified on the B Y OTHERS fenestration product as required by Florida Building Code. Section 1 707.4.4, Anchotoge Methods. Recommendotions regarding flashing, sealing, sealants or other joint seolont practices does not constitute a warranty either expressed or implied. AD GLAZIr (SEE NOTES) SHIM AS REO'D. (SEE NOTES) 1/4' MAX. SHIM SPACE BUCK I HEIGHT WINDOW I HEIGHT FIN TYPE WINDOW FRAME FIN TYPE WINDOW FRAME GLAZING (SEE NOTES) EXTERIOR M ELEVATION VIEWED FROM EXTERIOR HEAD. SILL & JAMB ANCHOR_ SPACING PERIMETER CAULK BY OTHERS SECTION B—B WOOD FRAMING BY OTHERS SHEATHING BY OTHERS I' MIN. EMBEDMENT (WOOD SCREW) INSTALLATION ANCHOR 98 WOOD SCREW SHOWN CAULK BETWEEN WINDOW FIN & SHEATHING EXTERIOR FINISH BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES t These notes are provided to ensure proper installation of Florida ANCHOR Extruders Milestone products and must be followed fully. SPACING (SEE BELOW) GENERAL INSTALLATION INSTRUCTIONS EQUALLY SPACE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD ANCHORS (TYP.) BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED B EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR 1 1 WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT .— 6' MAX. (TYP.) HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA 1 WOOD SCREW - TO 70 PSF D.P.: 24' D.C. MAX. EXTRUDERS 1000 SERIES PICTURE WINDOW. SHIM AS REQ'D. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1/4' MAX. (SEE NOTES) NAIL - 46 PSF TO 70 PSF D.P.: 7' O.C. MAX. 6) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING _-_ NAIL - TO 45 PSF D.P.: 10' O.C. MAX. ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS ---- I TWO BY WOOD BY OTHERS FOR REQUIREMENTS. ' N W n La� CAULK BETWEEN I'MIN. 0 of WINDOW FIN & SHEATHING EMBEDMENT 0 z (WOOD SCREW) a W SHEATHING BY OTHERS W SECTION A —A o s cr� REV DESCRIPTION C REVISED NOTE 7. C REVISED NOTE 8 AND TITLE TO R DEC 1 6 2004 ALTERNATE EfLECT NAIL D ADDED DISCLAIMER. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INTERINI ATIONAL, INC FLORIDA EXTRUDERS 2540NJEWETT LANE 12/10/03 RJA CERTIFICATE Or AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL 7/29/04 RJAII F I XE D FIN WINDOW - W/118 WOOD SCREW OR NAILS SERIES 1000/2000 DRAWN BY: BB I APPROVED BY: RJA DATE: 7/29/04 I SCALE: N. T. S. IDWG.: FLEX0030 SHEET I OF IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 8) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 9) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 10) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS -' 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 12) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 13) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 14) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO T 4E TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: - 46 PSF TO 70 PSF D.P., 7" O.C. SPACING FOR HEAD, SILL & JAMBS. - TO 45 PSF D.P., 10" O.C. SPACING FOR HEAD, SILL & JAMBS. DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR THE FOLLOWING WINDOW SIZES: a) TO 52 1/8" x 95 b) TO 63" x 80" c)TO73"x71" d) TO 83" x 55 1/4" e) TO 95" x 49 5/8" i TO 119" x 37 3/8" DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. v FLORIDA EXTRUDERS 12540NJEWE T LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANF'ORD FLORIDA B TITLE: INSTALLATION DETAIL W/48 WOOD SCREW OR NAILS C FIXED FIN WINDOW - SERIES 1000/2000 D DRAWN BY: R JA APPROVED BY: R JA IDATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0030 SHEET 2 OF 2 1 SHEATHING BY OTHERS STUCCO --) OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D (SEE NOTES) -CAULK BETWEEN DOOR FLANGE & SHEATHING CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D n e o � n INSTALLATION ANCHOR 18 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. SEE NOTE 20) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE D- INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) 1-1/8' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYPJ CAULKING REQUIRED — (SEE NOTE 2). —DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE DOOR HEIGHT EMBEDMENT Y 0 1-1/4' MIN. � D INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 15) CONCRETE OR MASONRY OPENING BY OTHERS SECTION A -A F- W a W mQ O � TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE 1-1/8 MIN. EMBEDMENT TWO BY WOOD BY OTHERS (NOTE 6) SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) (NOTE 21) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR 98 WOOD SCREW (NOTE 21) STUCCO OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED — GLASS (TYP.) CAULK BETWEEN HOOK STRIP & WOOD BUCK 1 1/8' MIN. E 4BEDMENT (TYP.) j 3/4' MAX. SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for Aanchorage (i.e., concrete screws and wood screws) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTAWNG FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. (SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE IN I INTERNATIONAL, INC REMSED MOTES,. 2. 3. 6. It. 20. FLORIDA EXTRU�D�ERS 2540 JEWETT LANE B 25 i 30 AND ADDED AND/OR 12118103 R JA CERTIFICATE Of AUTHORIZATION NO. 9235 SANFORD FLORIDA RENSED MUTED RUERENEES NO/OR tLUSTRATM NS. ADDED NOTE 20 APO MUTED 11USTRATiONS. TITLE: SL I DING GLASS DOOR 500, 1000 & 2000 DEC 1 6 2 4 MN29 AND NOTES E TO ENE 2TO 1 TO z9 NT REv EMSREFERPERS OR FRAME INSTALLATION WITH #8 SCREWS /NEST NOTES. R(VISEO UPPERS TOR 9OXX 5-PANEL DOORS, C IADMD ascwMER 17/29/04 IRJA I DRAWN BY: BB APPROVED BY: RJA TE: 7129104 NTS WC #: FLEX0027 SHI I OF 2 ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (98 WS) HOOK STRIP (#8 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX. XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX. XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (131) 8 8 5080 XX, OX. XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 (D1) 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 1/8 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 (D2) 11 (D3) 8 8 9080 OXO 109 1/8 x 96 12 12 12 6 6 6 10 10 12080 OXO 145 1/8 x 96 14 14 14 7 8 137 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 18 8 11 13 10 10 90100 OXO 109 118 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 9068 XXX 106 518 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 131 8 8 15068 XXX 178 5/8 x 80 16 16 16 1 8 10 (1312) 11 (D3) 8 8 9080 XXX 19 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 518 x 96 14 14 14 7 8 D1 9 1312 10 10 15080 XXX 178 5/8 x 96 16 16 17 8 11 (D3) 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 518 x 120 14 14 14 7 9 (D2) 10 (133) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 5/8 x 80 14 14 1 14 7 7 8 1311 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 (D1) 12 (D3) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 518 x 96 14 14 14 7 8 D1 9 (D2) 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (D5) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (137) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 1 7 9 D2 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 19 22 1 10 (D1) 13 (134) 16 (D7) 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 7 7 8 D1 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 (D1) 10 (D2) 12 (134) 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 XXXX 189 114 x 96 16 16 19 9 (D1) 12 (134) 13 (D5) 10 10 i 100100 XXXX 117 1/4 x 120 12 12 1 12 6 6 7 D1 12 12 120100 XXXX 141 114 x 120 14 14 1 14 7 8 D1 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 18 1 21 10 (D2) /3 (135) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "132" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "D4" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "136" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF !ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL & SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED. C. LOCATIONS IN SILL, OTHER THAN AS LISTED IN A & B. IMPORTANT INFORMATION & GENERAL NOTES (cont.) GENERAL INSTALLATION INSTRUCTIONS (Cont.) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 15) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 17) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 18) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 19) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TFTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 20) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD, JAMBS AND POCKET DOOR HOOK STRIP): 21) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 22) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 23) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 24) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 25) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #8 WOOD SCREW (1 1/8" MIN. EMB.) INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 26) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 2NG7) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 28) DOOR UNFT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS 2540INTERN ATIONAL, INC. A JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 c FRAME INSTALLATION WITH 48 SCREWS DRAWN BY: BB I APPROVED BY: RJA DATE:7/29/04 1SCALE:NTS 1 DWG y:FLEX0027 SHEET 2 OF 2 INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPPER WOOD BUCK & (NOTE 17) MAS;Y. OPENING CONCRETE OR BY OTHERS MASONRY OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE SHIM AS & WOOD BUCK REQ'D (SEE PERIMETER NOTES> CAULK BY o v OTHERS o STUCCO _ BY OTHERS INSTALLATION ANCHOR 148 SCREW WOOD (TYP. WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). — SLIDING GLASS 11 DOOR FRAME SILL 1/4' MAX SHIM SPACE a a o INSTALLATION ANCHOR a8 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. I SEE NOTE 22) LIBERALLY APPLY ------ CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE IX INSTALLATION ANCHOR 1/4' MAX. SHIM SPACE 7 tl8 WOOD SCREW (TYP. WHERE 1 1/4' MIN. TAPPERS ARE NOT EMBEDMENT ONE BY WOOD REQ'D. - NOTE 22) o ONE BY WOOD BUCK BY OTHERS BUCK BY OTHERS (NOTE 11 & 12) (NOTE Il & 12) 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED — (SEE NOTE 2) 1/2'0 SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. ` SHIM SPACE o) DOOR HEIGHT CAULK BETWEEN Q WOOD BUCK & MAS'Y. OPENING BY OTHERS SHIM AS REO'D. (SEE NOTES) CONCRETE OR MASONRY OPENING 2X4, 2X6, OR 2X8 WOOD a BY OTHERS BY OTHERS (NOTE 6) Q INSTALLATION ANCHOR ti8 WOOD SCREW (TYP.) CAULK BETWEEN (NOTE 23) HOOK STRIP & (ANCHORS SHOWN IN SAME WOOD BUCK PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON 1 1/8' MIN. OPPOSITE FLANGES.) EMBEDMENT (TYP.) Q SLIDING GLASS DOOR HOOK STRIP Q a a K 4 INSTALLATION ANCHOR XINTERLOCK 3/16' DIA. TAPPER (NOTE 17) 3/4' MAX. TEMPERED GLASS o CAULK BETWEEN (TYP.> DOOR FLANGE & WOOD BUCK TEMPERED G(TYP.) PERIMETER a STUCCO CAULK BY CONCRETE OR HD Q KBY OTHERS OTHERS MASONRY OPENING I OTHERS STRIP DETSLIDING GLASS DOOR S.G.D. WIDTH STUCCO BY OTHERS Disclaimer: the purpose of this installation drawing is to present the monulactvrer'srecommendotions fpr anchorage (i.e.. concrete screws. wood screws and nails) to achieve the design pressure specified on the l� fenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage methods SECTION B—j� . C Recommendations regarding flashing. seoling. sealants or other joint sealant practices does not consfitufc o worronty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) ° a : EMBEDMENT /) 1-1/4' MIN. 66 INSTALLATION ANCHOR �z 4/ O N z 3/16' DIA. TAPPER (NOTE_ 17) J I Wa CONCRETE OR &g MASONRY OPENING BY OTHERS 1 G 2004 GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL )DINT SEAM SEALER. S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. (SEE SHEET FOR CONTINUATION OF NOTES) INTERNATIONAL. INC DESCRIPTION DATE INI FLORIDA EXTRUDERS 22540� JEnWETT LANK: KVISEO ROTES I. 2. 3.6. II. r2. 12/18/03RJA rconn�Alf nr AtrTHOR17ATION NO. 9235 JANI'ORD.- ['1.0RIDA._- 13. 16. 72. 73 B N AND ADDED -- -. AND/OR REvISED RELATED REFCRERCES ArNO/OR ILLUSTRATIONS R(muuKREO ROTES 6 TO ID AND R("S(D R(FER(RCES TO THESE ROICS R('"S(D TAPPERS OR 90xN i-Pw(L DOORS C I AODED DrSCLA1MER 17/29/04 IR J TITLE: SLIDING GLASS UULIK �DUU, IUUU is cuuu MASONRY INSTALLATION W1114 NON-STRUC IL)RAL BUCK AN[) TAPPERS ---- = DRAWN BY: BB APPROVED BY RJA - DATE: 1/29/04 SCALE: NTS DWG H f LLX0021 SI-11_l- 1 I ANCHOR INSTALLATION CHART REQUIRED QUANTITIES OF ANCHORS HEAD & SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP (u8 WS) TO 46 PSF 61 PSF TO 61 PSF TO TO 70 PSF Nominal Door Size Door Size and Configuration 45 PSF TO TO 60 PSF 70 PSF 60 PSF 70 PSF 4068 XX. OX. XO 48 x 80 3 3 3 4 4 4 4 8 8 5068 XX. OX. XO 60 x 80 3 3 3 4 4 8 6068 XX, OX. XO 72 x 80 4 4 4 4 8 8068 XX. OX, XO 96 x 80 120 x 80 5 6 5 1 6 5 7 (D/) 4 4 4 5 8 10 10068 XX OX XO 5080 XX, OX XO 60 x 96 3 3 3 5 5 10 6080 XX, OX. XO 72 x 96 4 4 4 5 5 10 8080 XX OX. XO 96 x 96 5 5 5 5 5 5 10 10080 XX OX XO 120 x 96 6 16 7 (01) 12 50100 XX. OR, XO 60 x 120 3 3 3 6 6 12 60100 XX, OX XO 72 x 120 4 4 4 6 6 6 6 7 (01) 12 80100 XX OX XO 96 x 120 5 5 8 9068 OXO 109 1/8 x 80 6 6 6 4 4 8 12068 OXO 145 1/8 x 80 7 7 9 02 4 4 4 8 15068 OXO 181 1/8 x 80 8 10 (D2) 11 (03) 4 10 9080 OXO 109 1/8 x 96 6 6 6 5 5 5 10 12080 OXO 145 1/8 x 96 7 8 D1 9 D2 5 5 10 15080 OXO 181 118 x 96 8 11 13 5 6 7 D1 12 901000XO log 1/8x 120 6 71 1 6 9 (02) 6 10 (D3) 6 7 (D1) 12 120100 OXO 145 118 x 120 4 8 9068 XXX 106 518 x 80 6 1 6 6 4 8 12068 XXX 142 518 x 80 7 1 7 8 D1 4 4 4 8 15068 XXX 178 5/8 x 80 8 10 (D2) 11 (D3) 4 10 9080 XXX 106 5/8 x 96 6 6 6 5 5 5 10 12080 XXX 142 5/8 x 96 7 8 01 9 02 5 5 10 15080 XXX 176 5/8 x 96 8 11 (03) 13 5 7 12 90100 XXX 106 5/8 x 120 6 6 6 6 6 7 12 120100 XXX 14Z 5M x 120 1 9 (D2) 10 (D3) 8 10068 OXXO 119 5/8 x 80 6 6 _jjQjj 4 4 8 12068 OXXO 143 518 x 80 7 7 8 D1 4 4 4 8 16068 OXXO 191 5/8 x 80 9 10 (D 1) 12 (03) 4 10 10080 OXXO 119 5/8 x 96 6 6 7 01 5 5 5 10 12080 OXXO 143 5/8 x 96 7 8 D1 9 D2 5 5 10 16080 OXXO 191 5/8 x 96 9 f 2 (D3) 14 (OS) 5 100100 OXXO 119 5/8 x 120 6 6 7 (DI) 6 7 D 1 12 i 120100 OXXO 143 518 x 120 7 9 D2 10 D3) 6 7 01 12 12 160100 OXXO 191 5/8 020 10 (01) 13 (04) 16 (137) 6 7 (D1) 10068 XXXX 117 1/4 x 80 6 6 6 4 4 8 8 12068 XXXX 141 1/4 x 80 7 7 8 O1 4 4 4 8 16068 XXXX 189 114 x 80 9 (1) 1) 10 (02) 12 (134) 4 10080 XXXX 117 114 x 96 6 6 7 D1 5 5 10 10 12080 XXXX 141 114 x 96 7 8 01 9 D2 5 5 5 10 16080 XXXX 189 114 x 96 9 (O1) 12 (D4) 13 (DS) 5 100100 XXXX 117 114 z 120 6 6 7 D1 6 7 D1) 12 12010OXXXX 141 1/4 x 120 7 8 D1 10 03 6 7 Di 12 12 160100 XXXX 189 114 x 120 10 (D2) 13 (OS) 15 (07) 6 7 (D 1) ANCHOR INSTALLATION CHART NOTES: SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. 1) IN "01" "D7" IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE THROUGH DESIGNATES REQ'D. 2) "01" MEANS. INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. -02- MEANS. INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 3) 4) -133- MEANS. INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES 5) -04" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) -D5- MEANS. INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES 7) -06" MEANS. INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) -07" MEANS. INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS' A FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B SECONDLY. AT EACH END OF HEAD & SILL NEAR JAMB CORNER, IF NEEDED C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & 6. 10) LOCATION OF ADDITIONAL TAPPERS IN JAMBS SHOULD BE PRIORITIZED AS FOLI-OWS A FIRST, ADJACENT TO LOCKS IN JAMBS B SECONDLY. AT EACH ENO OF JAMBS NEAR HEAD 8, SILL CORNERS C LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. IMPORTANT INFORMATION & GENERAL NOTES (cont.) GENERAL INSTALLATION INSTRUCTIONS (coat.) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", -B-B" & HOOK .I RIP ESE 1Alt. APPLY 10 INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED " f-NAIL" WITH A 0.097" DIAr•IETER AND 1 a/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND I Vz- LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATi R THAN I" NOMIrrIAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RE'COMr1ENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - I/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD ( ONSIRUCT ION) 3/16" DIA. TAPPER CONCRETE SCREW (SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND JAMBS): 17) WHERE DOOR IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 11) FOR THE HEAD AND )AMBS AND A MA,yONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. , 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED- TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED wITII T1iE FOLLOWING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADOITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER BOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS iASTENING INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. $t8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE s8 WOOD SCREWS (ANSI 1118.6 1) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8' MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. DESIGN PRESSURE RATING & FBC REQUIREMENTS 27) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NFX_T LARGER SIZE, FOI THE APPROPRIATE DESIGN PRESSURE REQ'D. 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART, DESIGN PRESSURES (DP.) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 31) COMPLIES WITH FIBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRU D F41 RS `" `40 �EWU r`. LANI A B CERTIFICATE OF AUTHORIZATION NO 9235 '_� A N [• O R D . F LO R IDP ----- — — TITLE: SLIDING GLASS DOOR 500, 1000 & (' 000 c MASONRY INSTALLATION WITH MIN BUCK AND TAPPERS DRAWN E3Y: BB APPROVED BY k'01 DATE:7129/0 SCALE:NIS DWG y:f LDOul �I-ILE-I CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR MASONRY Of BUCK & MAS'Y. OPENING 3/16' DIA. TAPPER DISC1UInlE'f: The purpose of thisinstoMatlondrowingistopresentthemonufocturefs BY OTHERS BY OTHERS (NOTE l2) recommendotionsfar anchorage (e.. concrete screws, wood screws. noikand vuMcemstrudurot AD adhesivel to achieve the design pressure specified on the fenestration product as required by ONE Bx WOOD Florida Building Code. Section 1707.4.4, Anchorage Methods. Recommendations regarding BUCK BY OTHERS � I flashing. sealing. sealants or other joint sealant practices does not constitute o worronty either 1-1/4' MIN. expressed or implied. (NOTE 6 & 7) a D EMBEDMENT CAULK BETWEEN WINDOW FLANGE IMPORTANT INFORMATION & GENERAL NOTES & WOOD BUCK These notes are provided to ensure proper installation of Florida Extruders 1/4' SHIM Milestone products and must be followed fully. SPACE MAX. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO MAX. ALLOWABLE SHIM STACK TO BE 1/4". BY OTHERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 PERIMETER SHIM AS REO'D. ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK (SEE NOTES) B H CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S BY OTHERS (BUCK RECOMMENDATIONS. W.H. HEIGHT) 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF (WINDOW FLANGE TYPE WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. HEIGHT) WINDOW FRAME 4) FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. GLASS (TYP.) HEADER 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. (SEE NOTES) ONE BY WOOD BUCK BY CONCRETE OR OTHERS (NOTE 6 & 7) MASONRY OPENING B.W. BY OTHERS (BUCK WIDTH) 1-1/4' MIN. ' SHI RIGID VINYL 1/4 M ~(EMBEDMENT GLAZING BEAD FLANGE TYPE SPACE MAX. PERIMETER (TYP.) WINDOW FRAME SHIM AS REO'D.(SEE CAULK FLANGE TYPE JAMB NOTES) BY OTHERS WINDOW FRAME INSTALLATION ANCHOR SILL 3/16' DIA. TAPPER (NOTE 12) RIGID VINYL — a GLAZING BEAD — GLASS (TYP.) (SEE NOTES) O CAULK BETWEEN a WINDOW FLANGE a & PRECAST SILL W/VULKEM 116 PRECAST SILL SECTION A —A CAULK BETWEEN ADHESIVE CAULK OR APPROVED EOL. BY OTHERS WINDOW FLANGE & WOOD BUCK o W.W. PERIMETER A CAULK STUCCO A B C D BY OTHERS BY OTHERS W.W. CAULK BETWEEN (WINDOW WIDTH) WOOD BUCK & E F / SECTION MAS'Y. OPENING BY OTHERS t- B—g Ul H Ci a d REV DESCRIPTION DATE INI 0 n zz REVISED NOTE 3. 6. 7 129/03 R J A p R o ,., C „ AND 8. ADDED NOTE 23. U lJ Q Z WEC ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. a 1 6 1004 ADDED OISCLA,MER. 7/29/04 ELEVATION A �4 VIEWED FROM EXTERIOR ANCHOR INSTALLATION INSTRUCTIONS (CONT) GENERAL: 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & *10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCATIONS A AND D. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES] F,LORIDA EXTRUDERS' 2540 EWETTNTERNATIONALLANE( CERTJFICATE OF AUTHORQATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ, SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY:BB I APPROVED BY: RJA DATE:7/29/04 (SCALE: NTS IDWG.: FLEX0020 SHEET I OF 2 TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB 35PSF36PSF TO 55PSF v 56PSF To 70p 30psF to 35PSF 36PsF To 55PSF 56PsF To 70PsF SIZE TIP IH2 26 1/2 X 26 rto C C C t,J I.J I,J I,J I,J I,J IH3 26 1/2 X 38 3/8 26 1/2 X 50 5/8 C C C G.H G.H G,H,I,J IH4 26 1/2 X 56 1/4 C C G.H G,H G,H,1,J TH45 26 1/2 X 63 C C C G.H G,H,I,J G,H,I,J IH5 26 1/2 X 72 C C C G.H G,H,I,J G,H,I,J IH6 22 37 X 26 I,J I,J I,J 23 37 X 38 3/8 C C C C C C I,J G.H I,J G,H,I,J I,J G,H,I,J 24 245 37 x 50 5/8 37 X 56 1/4 C C C G.H G,H,I,J G,H,I,J 25 37 X 63 C C C G.H G H,I,J G,H,1,J 26 37 x 72 C C C G.H,I,J G.H,I,J E.F,G,H,I,J 32 33 53 t/8 X 26 53 t/8 X 38 3/8 C B,C 6.0 I,J I.J t,J E,F,I,J 34 53 1/8 X 50 5/8 C B.0 B.0 G.H G,H,I,J G,H,I,J 345 53 1/8 X 56 1/4 C B,C B.0 G,H u G,H,I,J E•F,G,H,I,J 35 53 1/8 X 63 C B.0 B.0 G.H,I,J G.H,I•J E,F,G,H,I,J 36 53 1/8 X 72 C B,C 8,C G,H,I,J E,F,G.H,I,J E,F,G,H,I,J D22 D23 4 X 74 X 38 3/8 8.0 B.0 A,B,C,O I,J I,J I,J E,F,I,J I,J E.F,I,J D24 74 X 50 5/8 B.0 B.C' A.B.C.D G,H,I,J G,H,I,J E,F,G,H,I,J D245 74 X 56 1/4 8,C B.C' A.B.C.O G.H,I.J E,F,G.H.I,J E,F,G.H,I,J 025 74 X 63 6.0 B.C* A.B.C,O G,H,I,J E,F,G.H,t,J E,F,G,H,I,J 026 74 X 72 B.0 8,C• A.B,C,O G,H,I,J E.F,G,H,I,J E,F,G,H,I,J 20M20M 24 x 24 C Cc C C 1.5 I,J I,J I.J I,J r,J 20M30M 24 X 36 C C C C G.H G,H G.H 20M40M 20M46M 24 X 48 24 X 54 C C C G.H G.H G,H,I,J 20M50M 24 X 60 C C C C C G.H G.H G.H G.H,I,J G,H,I,J G H I J 2OM60M 24 X 72 C C C I,J 30M20M 36 X 24 C C C I,J 30M30M 30M40M 36 X 36 36 X 48 C C C G.H G.H.I,J G,H,I.J 30M46M 36 X 54 C C C C G.H G.H G,H,I,J G,H,I,J G,H,I,J G,H,I,J 30M50M 36 X 60 C C C C C G,H,I,J G,H,I,J E,F,G,H,I,J 30M60M 36 X 72 I 40M20M 40M30M 48 X 36 C C B.0 r,J I,J E,F,t,J 40M40M 48 X 48 C C B.0 G.H G,H t,J G,H,I,J 40M46M 48 X 54 C C 6.0 G.H G,H,I,J G,H,I,J 40M50M 48 X 60 C C B.0 G.H,I,J G,H,I,J E,F,G,H,I,J 40M60M 48 X 72 C C B,C G,H,I,J E,F,G,H,I,J E,F,G.H,I,J 46M20M 46M30M 4 X 54 X 36 C 8,C B.0 I.J I.J I,J E,F,I,J 46M40M 54 X 48 C B.0 B,C G.H G,H.I,J G.H,I,J 46M46M 54 X 54 C B.0 8.0 G,H,I,J G,H,I,J E,F,G.H,I,J 46M50M 54 X 60 C B,C B.0 G,H.I,J G,H,I,J E.F,G.H,I,J 46M60M 54 X 72 C B,C B.0 G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 50M20M 60 X 24 C C B,C B,C 8.0 1,J I,J I,J I,J I,J E.F.1,J 50M30M 50M40M 60 X 36 60 X 48 C B.0 B,C G,H G,H,I,J G,H,I,J 5OM46M 60 X 54 C B,C B.0 G.H,I,J G.H,I.J E.F,G,H,I,J 50M50M 60 X 60 C B.0 6.0 G H,f,J G,H,t,J E,F,G,H,I,J 50M60M 60 X 72 C B.0 B.0 G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 56M20M 56M30M 66 X 36 6,C B.0 A,B.C,O I,J I,J t,J E,F,I,J 56M40M 66 X 48 B,C B.0 A,B,C,O G.H G,H,I,J G,H,I,J 56M46M 66 X 54 B.0 8,C A.B,C.O G.H,I,J G.H,I,J E,F,G,H,I.J 56M50M 66 X 60 B.0 8,C A,B,C,O G,H,I,J E,F,G,H,I,J E.F,G,H,I,J 56M60M 66 X 72 B.0 B.0 A,B,C,O G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 6OM20M 60M30M 72 X 36 6.0 B,C A.B,C,O I,J I,J I,J I,J I,J E,F,t,J 6OM40M 72 X 48 B.C' B.0 A•8,C.0 G.H G.H,I.J G,H,I,J 60M46M 72 X 54 B,C B.0 A.B,C,O G,H,I,J G,H,I,J E,F,G,H,I,J 60M50M 72 X 60 B.0 6,C A.6,C,0 G,H,I,J E,F,C.H,I,J E F,G,H,I,J 6OM60M 1 72 X 72 1 6.0 I B.0 A,8,C.0 G,H,I,J E,F,G.H,I,J E.F,G,H,I,J xADDITIONAL ANCHORS REO'D WHEN USING TAPCON (ELCO) OR TITEN (SIMPSON). SEE NOTE 14. E W.H. G W.W. A B C D ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (CONT.) DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR , F CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN H IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. J 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. B FLORIDA EXTRUDERS 12540NJEWETT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET 2 OF 2 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN & SHEATHING —\ INSTALLATION ANCHOR a8 WOOD SCREW SHOWN STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMET CAL BY OTHE INSTALLATION t#8 WOOD SCRE4 STUCC❑ OR SIDING BY OTHERS CAULK BETWEE WINDOW F & SHEATHINv 3 TWO BY WOOD z BY OTHERS W O ^Wa WINDOW WIDTH - 3 u o O Z J 1/4' MAX. u W (- SHIM SPACE Q a w t-- 1 � W D SHIM AS REQ'D. 1 (SEE NOTES) FIN TYPE WINDOW FRAME HEADER M_ BY OTHERS -z oTWO BY WOOD 3 BY OTHERS SECTION A —A I WINDOW HEIGHT A ANUHUK SPACING (SEE BELOW) I EQUALLY SPACE ANCHORS (TYP.) B 6' MAX I II (TYP.)' 6' MAX. (TYP.)--#I!— ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING WOOD SCREW: 24' O.C. MAX. - TO 70 PSF D.P. NAIL: 7' O.C. -------------- MAX. - 46 PSF TO 70 PSF D.P. NAIL: 10' D.C. MAX. - TO 45 PSF D.P. FRAME Disclaimer: The purpose of this installation drawing is to present the manufacturer's AD recommendations for anchorage (i.e.. wood screws and nails) to achieve the design +R BL E SILL pressure specified on the fenestration OOL BY product as required by Florida Building Code. 'HERS Section 1707.4.4, Anchorage Methods. Recommendations regarding flashing. sealing, sealants or other joint sealant 1/4' SHIM practices does not constitute a warranty SPACE MAX. either expressed or implied. f SHIM AS REQ'D. (SEE NOTES) W� a ,o„ o REV DESCRIPTION C REVISED NOTE 5. REVISED NOTE 6 AND a N TITLE TO REFLECT NAIL I ALTERNATE C 1 6 2004 W f D ADDED DISCLAIMER. a og cr� WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REQ'D. (SEE NOTES) GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME JAMB PERIMETER CAULK — BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B 1/4' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN & SHEATHING I' MIN. EMBEDMENT WOOD ISCREW) f SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF.NOTESj DATE INI INTERNATIONAL, INC FLORIDA; EXTRUDERS 2540 JEWETT LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO: 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ. SLIDING PIN WINDOW - SERIES 1000 7/29/04 R J A DRAWN BY: BB APPROVED BY: RJA Now j DATE:7/29/04 SCALE: N. T. S. DWG.: FLEX0028 SHEET I OF L�5%ll IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK, DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS IN THE HEAD, SILL AND IAMBS AND NOT EXCEEDING 7" O.C. SPACING FOR 46 PSF TO 70 PSF D.P. AND 10" O.C. SPACING FOR D.P. TO 45 PSF. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES TO 73" x 71" WITH FASTENER SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY CAULK BETWEEN WOOD OTHERS (NOTE 6 & 7) BUCK & MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REQ'D. INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' DIA. TAPPER WINDOW FRAME (SEE NOTES) (NOTE 12) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) p ( I 1-1/4' MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) 4 r Cvi SHIM AS REQ'D- 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER BUCK HEIGHT FLANGE TYPE WINDOW FRAME SILL v v CAULK BETWEEN WINDOW FLANGE PRECAST SILL & PRECAST SILL BY OTHERS W/VULKEM 116 ADHESIVE CAULK DR APPROVED EQL. SECTION A -A CONCRETE OR Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendolions for MASONRY OPENING anchorage (i.e.. concrete screws, wood screws, nails and Vulkem structural adhesive) to achieve the design pressure BY OTHERS A specified on the fenestration product as required by Florida Building Code. Section 1707.4.4, Anchorage Methods. 1-1/4' MIN. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a EMBEDMENT warranty either expressed of implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. I GENERAL INSTALLATION INSTRUCTIONS C7 CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK BY OTHERS WINDOW WIDTH 4, STUCCO I/ BY OTHERS CAULK BETWEEN SECTION B-B MOOD OPENING BY OTHERS G WINDOW HGT. I K I WINDOW WTH. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED 'T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. VIEWED FROM EXTERIOR 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN V NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. H 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. J B 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD L CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW 1S INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. [SEE SHEET 2 FOR CONTINUATION OF NOTES) W (� a REV DESCRIPTION DATE INI INTERNATIONAL, INC. 06 FLORIDA EXTRUDERS 2540 JEWETT LANE D W L REVISED NOEO NOTE 23. 12/19/03 R JA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA SILL '0 z ADDED NOTE s do TO TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ SL I D I NG BY J ONE BY BUCK CALL -OUT. OTHERS a ! EC 1 6 2004 FLANGE WINDOW XOX CONFIGURATION— SERIES 1000 m ADDED DISCLAIMER. 7/29/04 & g D RJA DRAWN BY: BB APPROVED BY: RJA _ �■� DATE:7/29/04 SCALE: NTS DWG.: FLEX0022 SHEE T 1 OF J L IMPORTANT INFORMATION & GENERAL NOTES (cont.) TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB UP TO S 1 ps` UP TO s 1 asr SIZE TIP so 70� sow 7o F D22 74 x 26 C.D C.D K,L K,L D23 74 X 38 3/8 C.D B.C.D.E G,H,K,L G,H,K,L D24 74 X 50 5/8 C.D B.C,D.E I.J.K,L G.H,I,J,K.L D32 106i 4 X ,L G,H,K,L D33 106 1 /4 X 38 3/8 B.C.D.E B.C.D.E G,H,K,L G.H,K,L 034 106 t 4 X 50 5/8 B,C,D,E A,B,C.D.E.F I,J,K,L G,H,I,J,K.L T22 III X 2b C, K,L K,L T23 III X 38 3/8 B,C,D,E A,B,C.D.E.F G,H,K,L G,H,K,L T24 111 X 50 5/8 B,C,D,E A,B,C,D.E,F I,J.K,L I.J,K,L M2 120 X 26 ,C, G,H,K,L G,H.K.L M3 120 X 38 3/8 B.C.D.E A,B.C,D,E.F G,H,K,L G.H,K.L M 4 120 X 50 5/8 A.B,C,D,E,F A,B,C,D.E,F G,H,I,J,K,L G.H,I,J,K,L 6020 72 X 24 C, K,L K.L 6030 72 X 36 C,D B.C,D,E K,L G.H.K,L 6040 72 X 48 C.D B.C,D.E I,J,K.L I,J,K,L 7020 84 X 24 .L K,L 7030 84 X 36 B.C,D.E B.C,D.E G.H,K.L G.H.K.L 7040 84 X 48 B,C,D,E B.C,D.E I,J,K,L I,J,K,L 8020 96 X 24 G.H,K.L 8030 96 X 36 B.C.D.E B,C.D.E G.H,K.L G.H,K,L 8040 96 X 48 B.C,D.E A,B,C.DE,F I,J.K,L G,H,I,J,K,L 9020 108 X 24 C. K,L G,H,K.L 9030 108 X 36 B,C,D,E B.C.D.E G,H.K,L G,H,K,L 9040 108 X 48 B.C,D.E A,B.C,D.E.F I.J.K,L i J K L 10020 120 X 24 C.D B.C.D.E K.L G,H,K,L 10030 120 X 36 B.C.D.E A,B,C,D.E.F G.H,K,L G.H,K,L 10040 120 X 48 B.C.D.E A.B.C,D.E,F I,J.K,L I,J.K,L G WINDOW HGT. I K WINDOW WTH. B C D ELEVATION VIEWED FROM EXTERIOR H J L ANCHOR INSTALLATION INSTRUCTIONS (cont. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (CONT): 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCATIONS A AND F. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 17) # 10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. SHEATHING CAULK 'BETWEEN BY OTHERS WINDOW FIN & SHEATHING —\ INSTALLATION ANCHOR #8 SCREW SHOWN STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 SCREW SHOWN STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS I' MIN. EMBEDMENT i (WOOD SCREW) V Disclaimer: The purpose of this installation drawing is to TWO BY WOOD present the manufacturer's recommendations for anchorage BY OTHERS (i.e., wood screws and nails) to achieve the design pressure Aspecified on the fenestration product as required by Florida D Building Code. Section 1107.4.4, Anchorage Methods. Recommendations regarding flashing. sealing. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. FIN TYPE WINDOW FRAME HEADER 1/4' MAX. SHIM SPACE WINDOW WIDTH SHIM AS 3 REQ'D. 0 0 (SEE NOTES) 0? w _ (J Oq Ua zaW Q N w I WINDOW HEIGHT ANCHOR FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4' MAX. SHIM SPACE A WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REQ'D. (SEE NOTES) GLAZING (TYP.) (SEE NOTES) V) FIN TYPE WINDOW SPACING (SEE BELOW) FRAME JAMB EQUALLY SPACE ANCHORS (TYP.) B B PERIMETER CAULK BY OTHERS 1/4' MAX. SHIM SPACE SECTION B-B CAULK BETWEE WINDOW FIN & SHEATHING 1' MIN. EMBEDMENT (WOOD SCREW) I SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders A 6' MAX. Milestone products and must be followed fully. 6' MAX.<TYP.>------- (TYP.) GENERAL INSTALLATION INSTRUCTIONS ELEVATION VIEWED FROM EXTERIOR 11 SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING HEAD. SILL & JAMB ANCHOR SPACING WOOD SCREW - TO 70 PSF D.P.: 24' O.C. MAX. FOR HEAD, SILL AND JAMBS ---------------------- NAIL - 46 PSF TO 70 PSF D.P.: 8' O.C. MAX. FOR JAMB & 5' O.C. MAX. FOR HEAD AND SILL NAIL - TO 45 PSF D.P.: 12' O.C. MAX. FOR JAMB & 8' O.C. MAX. FOR HEAD AND SILL SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS �f 1"MIN. EMBEDMENT (WOOD SCREW) SECTION A -A C4 W r a� a i 00 z W o V, Z / Q W l �r � J �a W m Q O ir L, REV DESCRIPTION C REVISED NOTE 5. REVISED NOTE 6 AND TITLE TO REFLECT NAIL 6 2004 ALTERNATE D ADDED DISCLAIMER. SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INI FLORIDA EXTRUDERS' 2540NJEWETT LANE 12110103 R JA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 7/29/04 R JA -- APPROVED BY:RJA DRAWN BY: BB IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. FRAMING MATERIALS WITH SPECIFIC GRAVITY LESS THAN 0.55 WILL RESULT IN REDUCED CAPACITY AND THE NEED FOR ADDITIONAL FASTENERS. THE WINDOW MANUFACTURER SHALL BE CONSULTED IF THIS OCCURS BEFORE INSTALLING WINDOWS. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: - 46 PSF TO 70 PSF D.P., 8" O.C. SPACING FOR JAMBS AND 5" O.C. SPACING FOR HEAD & SILL. - TO 45 PSF D.P., 12" O.C. SPACING FOR JAMBS AND 8" O.C. SPACING FOR HEAD & SILL. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR WINDOW SIZES TO 119" x 49 5/8" . DESIGN PRESSURES (D.P.) SHOWN ARE POSTfIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. CAULK BETWEEN CAULK BETWEEN WINDOW WOOD BUCK & FLANGE & WOOD BUCK MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) CONCRETE OR MASONRY OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA. TAPPER (SEE NOTE 7) (SEE NOTE 16) EXTERIOR FINISH BY OTHERS d 1 -1/4" MIN. Q EMBEDMENT 1 1 L1/4" MAX. SHIM SPACE PERIMETER CAULK J0 BY OTHERS SHIM AS REQ'D (SEE NOTES) WINDOW FRAME HEAD WINDOW HEIGHT GLAZING (TYP. SEE NOTES) INSTALLATION EXTERIOR ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) WINDOW FRAME SHIM AS REQ'D. SILL (SEE NOTES) PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS L 1/4" MAX. SHIM SPACE CAULK BETWEEN WINDOW FLANGE 4 & WOOD BUCK CAULK BETWEEN - WOOD BUCK & MASONRY OPENING BY OTHERS CONCRETE OR MASONRY BY OTHERS SECTION A —A Q L— 1 — 1/4 " MIN EMBEDMENT - ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) 1/4' MAX. SHIM SPACE SHIM AS REQ'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) 1-1/4' MIN. IMPORTANT INFORMATION & GENERAL NOTES EMBEDMENT ONE BY WOOD These notes are provided to ensure proper installation of Florida Extruders Milestone �- BUCK BY OTHERS products and must be followed fully. (SEE NOTE 9 & 10) INSTALLATION ANCHOR GENERAL INSTALLATION INSTRUCTIONS 3/16' DIA. TAPPER (SEE NOTE 16) A LATION ANCHOR WITH LOAD BEARING SHIM CAULK BETWEEN WOOD BUCK & MAS'Y OPENING 4 BY OTHERS PERIMETER CAULK I CAULK BETWEEN BY OTHERS WINDOW FLANGE & WOOD BUCK EXTERIOR FINISH CONCRETE BY OTHERS OR MASONRY WINDOW WIDTH OPENING BY OTHERS SECTION B-B (SEE NOTE 7) WINDOW WIDTH I1 A EXTERIOR ELEVATION Ac W n as 00 wZ � W O N a Z P4W _DEC 1 6 2004 W W t a W m &� WINDOW HEIGHT B B 1) SHIM AS REQ L.J. AT EACH INST L MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC SECTION 1707.4.4. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage li.e., concrete screws. wood screws and nols) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. WINDOW WIDTH EXTERIOR ELEVATION WINDOW HEIGHT REV DESCRIPTION DATE IN I INTERNATIONAL, INC FLORIDA EXTRUDERS 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B FWSED NOTES 3, 7. 9. 10. t t. 25b : 260. NOTE ,7 DELETED AND 12/19/03 RJA FIEWSED NOTE 21, 279 ! EXAMPLE AS WOW SURD -Dort" o" DWG. NO. ONE By . CXADDED CAL-0 . • tO r0 ONE rn Duac txE-orn. ctuNcco TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK MEE O/10 tr5 $ECriOrr. r O WLE F DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES C 0IscuulrtER. 7/29/04 R J A DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0035 SHEET ) OF 2 IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 9) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097' DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 10) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 9. 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 15) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK AND CONCRETE BUILD -DOWN): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 8), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 17) DELETED. 18) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TTTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 19) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW OR #10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 20) ANCHOR SPACING PER NOTES 24, 27 AND 28. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND CONCRETE BUILD -DOWN, THIS CONFIGURATION NOT SHOWN. USED WHEN TWO BY BUCK EMPLOYED IN LIEU OF ONE BY BUCK): 21) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL TWO BY WOOD BUCK. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 23) ANCHOR SPACING PER NOTES 25, 26, 27 AND 28. ANCHOR INSTALLATION INSTRUCTIONS (S2gQ ANCHOR SPACING: 24) TAPPER (TAPCON BY ELCO OR TITEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 6- M 24" O.C. SPACING IN HEAD, SILL OR JAMBS. ( DESIGN PRESSURE RATING & FBC REQUIREMENTS 29) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 31) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. rYP-) 6" MAX. (TYP. ) EVENLY SPACED ANCHORS (TYP. ) EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: ,f WINDOW HEIGHT HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMBS OR SILL SECURED TO CMU AND CAST -SILL RESPECTIVELY WITH ONE BY BUCK ------------------------------------- USE 3/ 16" DIA. TAPPER CONCRETE SCREWS AT 24" O.C. SPACING BETWEEN ANCHORS AND SPACED 6" MAXIMUM FROM CORNERS. : 4i HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO STRUCTURAL TWO BY BUCK (ATTACHED TO CONCRETE HEADER, JAMBS OR SILL) -------------------------------- USE #10 WOOD SCREWS AT 12" O.C. SPACING BETWEEN ANCHORS AND SPACED 6" MAXIMUM FROM CORNERS. (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE 10" SPACING PER NOTE 26) FLORIDA EXTRUDERS INTERNATIONAL, TT LANE INC CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER W/I BY BUCK C DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA (APPROVED BY: RJA DATE:7/29/04 SCALE: NTS IDWG.. FLEX0035 SHEET 2 OF 2 BUCK INSTALLATION ANCHOR ONE BY OTHERS #10 WOOD SCREW BY BY NOTE 9 & 10) (SEE NOTE 20) ----BUCK WIDTH (StEBUILD DOWN BY OTHERS CAULK BETWEEN WINDOW (ALSO APPLIES FLANGE & SHEATHING TO SILL) (SEE TWO BY FRAMING — NOTE 7) BY OTHERS (SEE PLYWOOD (TYP.) 1-3/8" MIN. NOTE 7) BY OTHERS EMBEDMENT SHIM AS REQ'D ,,, (SEE NOTES) EXTERIOR FINISH BY OTHERS WINDOW FRAME —� JAMS 1/4" MAX. GLAZING (TYP.� 1 SHIM SPACE SEE NOTES). PERIMETER CAULK --- BY OTHERS SHIM AS REQ'D PERIMETER CAULK WINDOW FRAME (SEE NOTES) BY OTHERS HEAD WINDOW WIDTH WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR - FINISH BY OTHERS GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) CAULK BETWEEN WINDOW FLANGE d & ONE BY WOOD p BUCK CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS CONCRETE OR MASONRY SECTION A -A BY OTHERS BUCK HEIGHT 1/4" MAX. SHIM SPACE 4 1 - 1 /4" MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) 1-3/8" MIN. IMPORTANT INFORMATION & GENERAL NOTES EMBEDMENT These notes are provided to ensure proper installation of Florida Extruders Milestone 1 /4" MAX. products and must be followed fully. SHIM SPACE GENERAL INSTALLATION INSTRUCTIONS Q CAULK BETWEEN TWO BY BUCK & CONCRETE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4". INSTALLATION ANCHOR # 10 WOOD SCREW (SEE NOTE 20) Q CAULK BETWEEN /— WINDOW FLANGE & WOOD BUCK Q �— CONCRETE OR MASONRY BY OTHERS SECTION B-B EXTERIOR ELEVATION Ac EXTERIOR FINISH BY OTHERS DW HT 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS, 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL FRAMING, BUCKING AND/OR BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS AND MUST BE OF, SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 OR TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] he purpose of this installation droving is to a ufocture(s recommendations for anchorage (i.e., concrete screws, wood screws and noils) to ochieve the design pressure specified on the fenestration pfoduct as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendotions regarding flashing. sealing, sealants or other joint seolont proct ces does not constitute a warranty either expressed or in of ed. REV DESCRIPTION DATE INI B REVISED NOTES 3. 7, 9. 12/19/03 RJA 10, II, 20, 24b AND 25b. ADDED NOTE 9 k 10 TO ONE BY BUCK CALL -OUT. WINDOW WIDTH EXTERIOR ELEVATION A WINDOW HEIGHT FLORIDA EXTRUDERS 2540NATIONALJEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: BB W/ FRAME BUIL= & 2000 SERIES t fj I APPROVED BY.RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0036 SHEET 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 9) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE SILL AND OTHER AREAS NAILED INTO CONCRETE. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD AND OTHER AREAS NAILED INTO STRUCTURAL TWO BY BUCKING OR STRUCTURAL BUILD -DOWN. 10) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 9. 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 15) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 8), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 17) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 18) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 19) ANCHOR SPACING PER NOTES 23, 26 AND 27. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND BUILD -DOWN): 20) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK AND/OR A STRUCTURAL BUILD -DOWN, USE # 10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL BUCK OR BUILD -DOWN COMPONENT. 21) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. ANCHOR INSTALLATION INSTRUCTIONS (cont.) ANCHOR SPACING: 22) ANCHOR SPACING PER NOTES 24, 25, 26 AND 27. 23) TAPPER (TAPCON BY ELCO OR TITEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: X. a) 6" MAXIMUM FROM EACH CORNER OF SILL, AND 6`TM) b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT ) EXCEEDING 24" O.C. SPACING IN SILL. EVENLY 24) #10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: SPACED a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND Rs (�) b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 12" O C SPACING IN HEAD SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: EYEBROW — HALF -CIRCLE ARCH HALF -EYEBROW — OCTAGON FAN PENTOID N FULL -CIRCLE TRIANGLE N HALF -CIRCLE TRAPEZOID OVAL 25) # 10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 10" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: QUARTER -CIRCLE QUARTER -CIRCLE ARCH N HALF -FAN 26) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR #10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. b) #10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK OR STRUCTURAL BUILD -DOWN ON WINDOW FRAME. 27) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND # 10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF P��I E13000 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSL !LA? ING GLASS IS ALSO QUALIFIED. 30) COMPLIES WITH CHAPTER 17 SEC T ,ONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.-t.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUGSTkw i tS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. ---- IINTERNATIONAL. INC FLORIDA EXTRUDERS 2540 3EWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD_ FLORIDA WINDOW WIDTH EVENLY SPACED ANCHORS TYP. 1 HEAD �K \_ JAMB _ SILL 6- MAX. (TYP.) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION j ,. WINDOW HEIGHT 6- MAX. (TYP,) 1 l ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: HEAD (CURVED PORTION) SECURED TO STRUCTURAL BUILD —DOWN, JAMBS & SILL SECURED TO STRUCTURAL TWO BY WOOD BUCK: #10 WOOD SCREWS USED AT 12" O.C. SPACING BETWEEN ANCHORS SPACED 6" MAXIMUM FROM CORNERS IN HEAD, SILL AND JAMBS. lil I] C TITLE: FLANGE INSTALLATION DETAIL w/ FRAME BUILD DOwr DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 1 SCALE: N T S DWG.: FLEX0036 SHEET 2 OF 2 1' MIN. EMBEDMENT - SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER WINDOV HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINI BY OTHERS - INSTALLATION At #8 WOOD SCREW SHOWN (TYP.) SHEATHING BY OTHERS CAULK BEHIND FIN BUILD DOWN BY OTHERS (SEE NOTE 7) SHIM AS REQ'D. (SEE NOTES) GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS REQ'D. (SEE NOTES) , SHIM AS REQ'D. (SEE NOTES) FIN FRAME JAMB GLAZING (TYP. SEE NOTES) 1/4' MAX. SHIM SPACE EXTERIOR —WINDOW WIDTH L1/4' MAX. SHIM SPACE 1/4' MAX. ACE SHIM SP INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES 08 WOOD SCREW These notes are provided to ensure proper installation of Florida Extruders Milestone SHOWN (TYP.) products and must be followed fully. TWO BY FRAMING BY OTHERS (SEE NOTE 7) CAULK BEHIND FIN — I' MIN. EMBEDMENT (WOOD SCREV) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION /'i 11I II TWO BY FRAMING BY OTHERS In W� a v CAULK BEHIND FIN 0ci wZ I' MIN. EMBEDMENT 2 Z (WOOD SCREW) a y /4C 1 6 2004 J SECTION A -A W CD 05 GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC SECTION 1707.4.4. 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] OW Disclaimer The r HT Pu Pose of this installation &owing is to present the monutocturer's recornmendotions for anchorage (i.e., wood screws and nails) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. AD OW HT L/IILMIUM LLLVHIIUIV REV DESCRIPTION DATE IN I FL�RIA 4EXTRUDERS 12540NJEWETT LANC C REVISED NOTES 7, 11. 20b, 20c, 23b, & 12/19/03 RJA CERTIFI►TE OF AUTHORt1l►TttN1 N0. 9235 SANF'ORD FLORIDA TITLE:` FIN INSTALLATION DETAIL Wi118 SCREWS OR NAII 23c. REVISED NOTE 12 AND TITLE To REFLECT NAIL ALTERNATE_ DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES / D ADDED DISCLAIMER. 7/29/04 JRJA DRAWN BY: BB APPROVED BY: RJAI DWG.: FLEX0037 SHEET 1 Lit if DATE:7/29/04 1 SCALE: NTS IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (Eggt DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. FOR FIN WINDOWS WHERE NAILS ARE USED: 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 15) IF WOOD TENDS TO SPLIT, ,PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 16) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 17) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY 18) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 19) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE WOOD TWO BY FRAMING OR THE BUILD -DOWN FRAMING COMPONENT. 20) SPACING OF #8 WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS FOR DESIGN PRESSURES TO 70 PSF: EYEBROW — HALF -CIRCLE ARCH — OVAL — HALF -EYEBROW — OCTAGON FAN — PENTOID FULL -CIRCLE — TRIANGLE HALF -CIRCLE — TRAPEZOID c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 16" O.C. SPACING IN HEAD, SILL AND IAMBS FOR THE FOLLOWING • CONFIGURATION FOR DESIGN PRESSURES TO 70 PSF: QUARTER -CIRCLE QUARTER -CIRCLE ARCH HALF -FAN NAILS: 21) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE WOOD TWO BY FRAMING OR BUILD -DOWN FRAMING COMPONENT (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 22) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 23) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE 6- M O.C. SPACING IN HEAD, SILL AND IAMBS FOR THE FOLLOWING (TYP CONFIGURATIONS AT DESIGN PRESSURES 46 TO 70 PSF: EYEBROW 7" O.C. SPACING N HALF -EYEBROW 7" O.C. SPACING — FAN 7" O.C. SPACING HALF -FAN 5" O.C. SPACING — FULL -CIRCLE 9" O.C. SPACING HALF -CIRCLE 7" O.C. SPACING HALF -CIRCLE ARCH 7" O.C. SPACING QUARTER -CIRCLE 5" O.C. SPACING N QUARTER -CIRCLE ARCH 5" O.C. SPACING — OVAL 15" O.C. SPACING OCTAGON 9" O.C. SPACING PENTOID 7" O.C. SPACING TRIANGLE 7" O.C. SPACING — TRAPEZOID 7" O.C. SPACING c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE O.C. SPACING IN HEAD, SILL AND IAMBS FOR THE FOLLOWING CONFIGURATIONS AT DESIGN PRESSURES TO 45 PSF: EYEBROW 12" O.C. SPACING N HALF -EYEBROW 12" O.C. SPACING FAN 11" O.C. SPACING HALF -FAN 8" O.C. SPACING FULL -CIRCLE 14" O.C. SPACING HALF -CIRCLE 11" O.C. SPACING HALF -CIRCLE ARCH 12" O.C. SPACING — QUARTER -CIRCLE 8" O.C. SPACING QUARTER -CIRCLE ARCH 8" O.C. SPACING — OVAL 24" O.C. SPACING ^� OCTAGON 14" O.C. SPACING qlB3 — PENTOID 12" O.C. SPACING rI' — TRIANGLE 12" O.C. SPACING GERTI TRAPEZOID 12'* O.C. SPACING 24) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 25) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 26) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. WINDOW WIDTH EVENLY SPACED ANCHORS TYP. AX. HEAD EVENLY SPACED ANCHORS JAMO (TYP.) I�- SILL 1 6 MAX. (TYP.) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION I WINDOW HEIGHT 6- MAX. (TYP.) i ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW INTERNATIONAL, INC LORIDA EXTRUDERS 2540 JEWETT LANE fICATE Of AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: FIN INSTALLATION DETAIL W/#8 SCREWS OR NAILS D DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA I APPROVED BY: RJA DATE:7/29/0a 1 SCALE: NTS DWG.: FLEX0037 SHEET 2 OF 2 ONE BY WOOD BUCK BY OTHERS (SEE NOT( 8 & 9) PLYWOOD (TYP.) --� BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS I RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS STKULIUKAL BUILD V•W• DOWN BY OTHERS (BUCK WIDTH) (SEE NOTE 27) INSTALLATION ANCHOR 3/16' DIA. TAPPER (Note 15) ONE BY WOOD BUCK BY OTHERS (SEE NOTE 8 & 9) SHIM AS REQ'D. 1-3/8' MIN. 1/4' MAX. EMBEDMENT (SEE NOTES) RIGID VINYL GLAZING BEAD-------. INSTALLATION ANCHOR (TYP.) 1110 WOOD SCREW (NOTE 19) GLASS (TYP.) (SEE NOTES) SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) RADIUS TYPE WINDOW FRAME FLANGE HEADER GLASS (TYP.) (SEE NOTES) ,PRECAST SILL BY OTHERS n ' J � W.H. F H FULL RADIUS SHOWN A - SECTION A —A W.W. FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL I r W.H. J F 1BVIEWED FROM C EXTERIOR H E DDisclaimer:the purpose of this installationrpwing is to present the manufacturers recommendations for oroge ji.e., concrete sews, onchcr BK wood screws. nods and Vulkem sltuclurol adhesive) to ocNeve the design pressure specified on the G fenestration product as required by Flonido Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding hosting. sealing, sealants or other joint sealant practices does not constilute o worronty either expressed or implied. ELEVATION e 1PIrVKIAll I LNrVKMAI IVIV 5L btMtKAL IYV 1 t5 1-1/4- MIN. These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed EMBEDMENT fully. 0 Anchor ALocation GENERAL INSTALLATION INSTRUCTIONS Above Meeting Rail. "�;, 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO _ - - - - - THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. a 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL Anchor HEADS OF INSTALLATION FASTENERS. Location 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA Belo. Meeting EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. PERIMETER Rail. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. & WOOD BUCK CAULK � 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN W.WBY OTHERS MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER (WINDOW WIDTH) FBC SECTION 170744 STUCCO -' BY OTHERS SECTION B-B - W.W. A C I HULK BETWEEN I WOOD BUCK & 7) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION MAS'Y. OPENING INSTALLATION SHEETS FOR REQUIREMENTS. BY OTHERS CONCRETE OR ANCHOR INSTALLATION INSTRUCTIONS MASONRY OPENING BY OTHERS GENERAL: VIEWED FROM E EXTERIOR K B Ci LH HALF RADIUS SHOWN, RH OPPOSITE ELEVATION N W1`1 REV 00 NZ o C I EC 1 6 1004 J A W d.r a Wg D 8) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE JAMBS. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD. 9) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN i" NOMIMAL (3/4'" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 8. 10) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 11) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 15) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. DESCRIPTION DATE INI REVISED NOTES 3, 8. 9 do 12/ 19/03 R J f 10. ADDED NOTE 27. REVISED AND/OR ADDED RELATED REFERENCES AND ILLUSTRATIONS FOR NOTE REVISIONS. ADDED DISCLAIMER AND 7/29/04 RJR CLARIFIED LOCATION OF JAMB ANCHORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) 4o"JEi°EL'NEL01 A EXTRDERS`F4Tr� CERTIF'1CATEOF AUTHORIZATION NO: 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD FLANGE W/FRAME BUILD DOWN - SERIES 1000 1500 & 2000 I DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 (SCALE: NTS IDWG.: FLEX0040 SHEET 1 �ro- I ANCHOR LOCATION CHART SEE NOTES BELOW CALL �/ BUCK LOCATIONS IN HEAD see not I below LOCATIONS IN JAMB (see rotes 2 e 3 below) 30PSF TO 4OPSF 41 PsF TO 70PSF 30PSF TO 40Psr 41 Psr TO 70PsF SIZE SIZE 12 18 1/8 X 27 5/16 A,C A.0 F,G F,G F,G F.G 13 18 1/8 X 39 11/16 A,C A.0 A,C F,G F,G }4 145 18 1/8 X St 15/16 18 1/8 X 57 19/32 A,C A,C A.0 F.G F,G F,G (o) 15 18 1/8 X 64 5/16 A,C A.0 A,C F,G (a) F,G (a) F,G,H,1 16 18 1/8 X 73 5/16 A,C 1 H2 25 1/2 X 28 9/16 A,C A.0 F,G F,G F,G I H3 25 112 X 40 15/16 A,C A,C A.0 F.G F,G F,G,H,I 1H4 1H45 25 1/2 X 53 3/16 25 1/2 X 58 13/16 A,C A,C A,C F,G F,G,H,I 1 H5 25 1/2 X 65 9/16 A,C A,C F,G F,G,H,I 1H6 25 1/2 X 74 9/16 A,C A,C F,G F,G,H,1 30 1/2 X 30 7/32 29 1/2 X 29 7/32 A.0 A,C F.G F.G F,G F,G 30 1/2 X 42 19/3 29 1/2 X 41 19/32 A,C A,C A,C F,G F,G,H,I 30 1/2 X 54 27/3 29 1/2 X 53 27/32 A,C A,C F,G F,G,H,I 30 1/2 X 60 15/32 30 1/2 X 67 7/32 29 112 X 59 15/32 29 1/2 X 66 7/32 A,C A,C A,C F.G (a) F,G,H,1 !30 1/2 X 76 7/32 29 1/2 X 75 7%32 A,C A,C F.G,H,I F,G,H,1 (b) 22 36 x 30 5/16 A,B,C A,B,C F,G F,G 23 36 x 42 11/16 A,B,C A,B,C F.G F,G (a) 24 36 x 54 15/16 A,B,C A,B,C F,G F,G.H,I 245 36 x 60 9/16 A,B,C A,B,C F,G (a) F,G,H,I 25 36 x 67 5/16 A,B,C A,B,C F,G,H,I F,G.H.I (b) 26 36 x 76 5/16 A,B,C A,B,C F,G,H,1 D,E,f,G,H,I 42 x 32 5/32 41 x 31 5/32 A,B.0 A,B,C F,G F,G 42 x 44 17/32 41 x 43 17/32 A,B.0 A,B,C F,G F,G,H,1 42 x 56 25/32 41 x 55 25/32 A,B,C A,B,C F,G F,G,H,1 42 x 62 3/8 41 x 61 3/8 A,B,C A,B,C F,G,H,1 F,G,H,I 42 x 69 5/32 41 x 68 5/32 A,B,C A.B,C F,G,H,1 D,E,F,G,H,1 42 x 78 5/32 41 x 77 5/32 A,B,C A,B,C F,G.H,1 D,E,F,G,H,1 48 x 33 5/32 47 x 32 5/32 A,B,C A,B,C F,G F,G 48 x 45 17/32 47 x 44 17/32 A,B,C A,B,C F,G F.G,H,I 48 x 57 25/32 47 x 56 25/32 A,B,C A,B,C F,G (a) F,G,H,1 48 x 63 3/8 47 x 62 3/8 A,B,C A,B,C F,G,H,1 F,G,H,1 (b) 48 x 70 5/32 47 x 69 5/32 A,B,C A,B,C F,G,H,I D,E,F,G,H,I 48 x 79 5/32 47 x 78 5/32 A,B,C A,B,C F,G,H,I D,E,F,G,H,I (c 32 52 1/8 X 33 A,B,C A,B,C F,G F.G 33 52 1/8 x 45 3/8 A,B,C A,B,C F,G F.G.H.1 34 52 1/8 X 57 5/8 A,B,C A,B,C F,G,H,I F,G,H,1 345 52 1/8 X 63 1/4 A,B,C A,B,C F,G,H,1 D,E,F,G,H,I 35 52 1/8 X 70 A,B,C A,B,C F,G,H,1 D,E,F,G,H,I 36 52 1/8 X 79 A,B,C A,B,C F,G,H,I D.E,F,G,H,I (c ANCHOR LOCATION CHART NOTES: 1. Locotions in HEAD for (/ 10 Wood Screws into structural "two by" wood buck or 'one by- wood buck/structurol build -down. 2. Locations in JAMB for 3/16" TAPPER Concrete Screws into non-structurol buck & concrete or masonry. 3. Locotions in JAMB for # 10 Wood Screws into structural two by buck. Where indicated by (a). (b) or (c) above, odditionol # 10 Wood Screws sholl be I added of the following locations. (a) One additional anchor required in each tomb at locations H" and (b) One additional anchor required in each jamb at locations "D and "E**. (c) One additional anchor required in each tomb of locations .. J,. and K 4. Dimensions given ore for half radius head units, full radius will be shorter. I W.H. F H LH HALF RADIUS SHOWN, RH OPPOSITE W.W. A B C. FULL RADIUS SHOWN ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) E 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD'SUCK),(cont.): 17) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW CALL K SIZE 15: a) LIMIT TO 65 PSF, OR G b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 18) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN): 19) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN, USE # 10 WOOD SCREWS (ANSI 618.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR THE STRUCTURAL BUILD -DOWN FRAMING COMPONENT. E 20) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE # 10 WOOD SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. ALSO SEE "ANCHOR LOCATION CHART NOTES", NOTE 3, FOR WINDOW SIZES REQUIRING ADDITIONAL ANCHORS AND LOCATIONS. K 21) #10 WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD G SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 23) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR LOCATION CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 24) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 25) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 26) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 27) STRUCTURAL BUILD -DOWN AT THE HEAD TO BE DESIGN TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 OR TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3AND THE ENGINEER OF RECORD'S DETAILS. FINTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE C CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD D FLANGE W/FRAME BUILD DOWN - SERIES 1000 ,1500 & 2000 DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS IDWG.:FLEX0040 SHEET 2 OF 2 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) SHEATHING BY OTHERS GLASS (TYP.) (SEE NOTES)------, PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO II BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A I' MIN. EMBEDMENT (WOOD SCREW) STRUCTURAL BUILD DOWN BY OTHERS SHIM AS REQ'D. (SEE NOTES) J 1/4' MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS TWO BY WOOD BY OTHERS I"MIN. EMBEDMENT (WOOD SCREW) 1/4' MAX. �— WINDOW WIDTH SHIM SPACE TWO BY WOOD SHIM AS REQ'D. STUD BY OTHERS (SEE NOTES) I All i GLASS (TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME JAMB ERIMETER CAULK BY OTHERS ---/ STUCCO SECTION B - B BY OTHERS I' MIN. EMBEDMENT (WOOD SCREW) f L SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCH( #8 WOOD SCREW SHOWN ~ W w a mQ O WINDOW WIDTH A ANCHOR SPACING (SEE BELOW WINDOW T HEIGHT I FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) 1 V V l ANCHOR kA 6" MAX.—] SPACING (TYP.) (SEE BELOW) I WINDOW HEIGHT ANCHOR SPACING (SEE BELOW I WINDOW ~ 6 MAX. (TYP.) WIDTH A LH HALF RADIUS o SHOWN, RH ° OPPOSITE Y SPACE S (TYP.) 1 V V ANCHOR kA L(IT MAX. SPACING YP.) (SEE BELOW) 6" MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD, SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) WOOD SCREW: 24' O.C. MAX. (TYP.) --------------- NAIL: 7' O.C.MAX. FOR JAMBS AND 10' D.C. MAX. FOR HEAD & SILL IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC, SECTION 1707.4.4. 7) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 12) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 13) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 14) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 15) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) Spacing appticable to Commodity Sizes shown in anchor chart (Sheet 2) and Modular Sizes. AE /4EC � s zoo REV DESCRIPTION D REVISED NOTE 8. REVISED NOTE 9 AND TITLE TO REFLECT NAIL ALTERNATE E ADDED DISCLAIMER. Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., wood screws and nails) to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. DATE INI FLORIDA EXTRUDERS INTERNATIONAL, JEWETT 2540LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA TITLE: INSTALLATION DETAIL W/N8 SCREWS OR NAILS 7i29704 RJA SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, & 2000 DRAWN BY: JBH DATE: 7/29/04 1 SCALE: N. T. S APPROVED BY: RJA DWG.:FLEX004 1 SHEET I M #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP TO 70 PSF UP TO 70 PsF 12 18 1/8 x 27 5/16 2 2 3 13 18 1/8 X 39 11/16 2 3 14 18 1/8 X 51 15/16 2 3 145 18 1/8 X 57 19/32 2 15 18 1/8 X 64 5/16 2 4 16 18 1/8 X 73 5/16 2 4 iH2 25 1/2 X 28 9/16 2 2 3 1H3 25 1/2 X 40 15/16 2 3 iH4 25 1/2 X 53 3/16 2 3 IH45 25 1/2 X 58 13/16 2 IH5 25 1/2 X 65 9/16 2 4 1H6 25 1/2 X 74 9/16 2 4 29 1/2 X 29 7/32 29 1/2 x 29 7/32 2 2 3 29 1/2 X 41 19/32 29 1/2 X 41 19/32 2 3 29 1/2 X 53 27/32 29 1/2 x 53 27/32 2 3 29 1/2 X 59 15/32 29 1/2 x 59 15/32 2 4 29 1/2 X 66 7/32 29 1/2 X 66 7/32 2 4 29 1/2 X 75 7/32 29 1/2 X 75 7/32 2 22 36 X 30 5/16 2 2 3 23 36 X 42 11/16 2 3 24 36 X 54 15/16 2 3 245 36 X 60 9/16 2 4 25 36 X 67 5/16 2 4 26 36 x 76 5/16 2 41 X 31 5/32 41 X 31 5/32 3 2 3 41 X 43 17/32 41 X 43 17/32 3 3 41 X 55 25/32 41 x 55 25/32 3 3 41 X 61 3/8 41 X 61 3/8 3 4 41 X 68 5/32 41 X 68 5/32 3 4 41 X 77 5/32 41 X 77 5/32 3 47 X 32 5/32 47 X 32 5/32 3 2 3 47 X 44 17/32 47 X 44 17/32 3 3 47 X 56 25/32 47 x 56 25/32 3 3 47 x 62 3/8 47 x 62 3/8 3 4 47 X 69 5/32 47 X 69 5/32 3 4 47 X 78 5/32 47 X 78 5/32 3 32 52 1/8 X 33 3 2 33 52 1/8 X 45 3/8 3 3 34 52 1/8 X 57 5/8 3 3 345 52 1/8 X 63 1/4 3 3 35 52 1/8 X 70 3 4 36 52 1/8 x 79 1 3 4 INSTALLATION ANCHOR CHART NOTES: 1. Window sizes shown ore for Commodity Size Windows. 2. Modular Size Windows will use the anchor quantities shown for the next larger sized Commodity Window. 3. Anchor spacing requirements for Commodity and Modular Size Windows shown on this sheet. 4. Dimensions given ore for half radius head units, full radius will be shorter. WINDOW WIDTH ANCHOR SPACING (SEE BELOW WINDOW r HEIGHT I FULL RADIUS SHOWN EQUALLY ANCHORS IMPORTANT INFORMATION & GENERAL NOTES (cunt.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) #8 WOOD SCREWS: 16) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 17) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL SPACE FRAMING COMPONENT. (TYP.) 18) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. r ANCHOR JL(T6' MAX. J SPACING YP.) (SEE BELOW) MAX. (TYP.) [_WINDOW_j WIDTH LH HALF RADIUS I WINDOW HEIGHT ANCHOR SPACING (SEE B ELOW I SHOWN, RH OPPOSITE EQUALLY SPACE ANCHORS (TYP.) ANCHOR JL(,T6* MAX. -J SPACING YP.) (SEE BELOW) MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) WOOD SCREW: 24' O.C. MAX. (TYP.) -------------- NAIL: 7' O.C. MAX. FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL Spacing applicable to Commodity Sizes shown in anchor chart and Modular Sizes. NAILS: 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING COMPONENT(GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 20) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404S37, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 21) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 25) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, ETT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS D SINGLE HUNG RADIUS HEAD FIN - SERIES 1000,1500, & 2000 E DRAWN BY:RJA APPROVED BY: RJA DATE: 7/29/04 1 SCALE: N. T. S. DWG.:FLEX0041 SHEET 2 OF 2 ONE BY WOOD BUCK BY OTHERS (NOTES 7 & 8) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & ONE BY BUCK W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS SILL PAN FLASHING RECOMMENDED TWO BY WOOD FRAMING BY OTHERS (NOTE 6) INSTALLATION ANCHOR #10 WOOD SCREW (Note 11, 12 & 14) TWO BY WOOD FRAMING BY OTHERS (NOTE 6) CAULK BETWEEN ONE BY BUCK & F TWO BY FRAMING BY OTHERS 1-3/8' MIN. EMBEDMENT I INSTALLATION ANCHOR #10 WOOD SCREW (Note 11 & 12) INSTALLATION V ANCHOR FLANGE TYPE #10 WOOD WINDOW FRAME SCREW HEADER (Note 11 & 12) GLASS (TYP ) SECTION B.W. 1-3/11' MIN. (BUCK WIDTH)EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD #10 WOOD SCREW BUCK BY OTHERS (Note 11 & 12) AB (NOTE 7 & 8) SHIM AS REQ'D. A chor 1/4' MAX. L ation ve RIGID VINYL (SEE NOTES) Me ting GLAZING BEAD Ro- (TYP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE nchl WINDOW FRAME Local JAMB CAULK BETWEEN Meto. WINDOW FLANGE!�_ Rea l ti & WOOD BUCK E FOR INSTALLATIONS UP TO 70 PSF INSTALL WINDOW WITH #10 WOOD SCREWS IN ALL FABRICATED INSTALLATION HOLES. INSTALL FRAME SILL WITH VULKEM 116 OR APPROVED EQUAL TO ONE BY BUCK. WW A TWO BY I WOOD FRAMIN CAULK BETWEEN \ BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES ONE BY BUCK & —1 (NOTE 6) These notes are provided to ensure proper installation of Florida TWO BY FRAMING Extruders Milestone products and must be followed fully. STUCCO By OTHERS GENERAL INSTALLATION INSTRUCTIONS OTHERS ANCHOR INSTALLATION INSTRUCTIONS (SEE NOTES) B•H• SECTION B-B CAULK W W BY OTHERS (WINDOW WIDTH)- ( BUCK 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. HEIGHT) ALLOWABLE SHIM STACK TO BE 1/4'. FLANGE TYPE 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & IAMBS. SILL WINDOW FRAME MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK. OR SILL APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. SHIM AS REQ'D. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 1/4' MAX. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY6063. (SEE NOTES) 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND IAMB TO BE SECURELY T FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES PER FBC, SECTION 1707.4.4.2 AND TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 1-3/8' MIN. EMBEDMENT Disclaimed: The purpose of this installation drawing is to present the manufacturers recommendations for anchorage (i.e.. wood screws. roils and I AB Vutkem structurol adhesive) to ochieve the design pressure specified on the fenestration product os requited by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendotiors regarding ftoshiN, sealing, seofonts or other joint sealant practices does not constitute a warranty eithef expressed or implied. LONE BY WOOD BUCK BY OTHERS (Buck must be structurally attached to N the Two By Wood Framing. See Note 14) a o O CAULK BETWEEN rrr W ONE BY BUCK & 2 Z DEC 1 6 2004 TWO BY FRAMING Q cwi W/ VULKEM 116 ADHESIVE J CAULK, OR APPROVED EQUAL W a m Q A -A A D J W.H. F G H I- -) VIEWED FROM EXTERIOR E K B L ELEVATION 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113- DIAMETER COMMON WIRE NAIL WITH A 3/4' EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 112" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 7. 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR #10 WOOD SCREW WITH A 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 11) #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT THE HEAD AND JAMBS AS FOLLOWS: a) ONE BY WOOD BUCK ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (shown), b) TWO BY WOOD BUCK STRUCTURALLY ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (not shown), c) STRUCTURAL TWO BY WOOD FRAMING (not shown). 12) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 13) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 14) FRAME SILL WILL BE CAULKED/SEALED WITH VULKEM 116 OR APPROVED EQUAL. ONE BY WOOD BUCK AT SILL MUST BE STRUCTURALLY ATTACHED TO THE TWO BY WOOD FRAMING AS FOLLOWS. INSTALL A MINIMUM OF THREE (3) # 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT A LOCATION 6" FROM EACH END OF THE WINDOW SILL'S FRAME AND AT A LOCATION AT THE MIDPOINT (+/- 2') ALONG THE WINDOW SILLS WIDTH. DESIGN PRESSURE RATING & FBC REQUIREMENTS 15) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO +/- 70 PSF. 16) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 17) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 07.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. S ✓vc✓tom ZK REV DESCRIPTION DATE INI INT NATIONAL INC. FLORIDA EXTRUDERS2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA A 177.. ADDED SE TNOTE 6 AND 8. RENUMBERED NOES 10 TO 17. REVISED OR ADDED NOTE ILLUSTRATIONS AND REFERENCES. 12/19/03 RJA TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 B ADDED DISCLAIMER AND CLARIFIED LOCATION OF JAMB ANCHORS. 7/29/04 RJA DRAWN BY: JBH IDATE:7/29/04 APPROVED BY: RJA SCALE: NTS DWG.: FLEX0048 CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W.H. (WINDOW HEIGHT) 2x4, 2x6 or 2x8 WOOD FRAMING B.W. BY OTHERS (BUCK WIDTH) (SEE NOTE 21) SHIM AS REQ'D. I 1/4' MAX. (SEE NOTES) 1-3/8' MIN. EMBEDMENT SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) ONE BY WOOD BUCK BY OTHER (NOTE 7 & 8) INSTALLATION ANCHOR #10 WOOD SCREW FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME INSTALLATION ANCHOR #10 WOOD SCREW GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD I FLANGE TYPE ---- WINDOW FRAME CAULK BETWEEN WINDOW FLANGE & WOOD BUCK 1 1-3/8' MIN. EMBEDMENT W.W. (WINDOW W1DTN. SECTION B-B 3/8' MIN. 2x4, 2x6 �SEDMENT or 2x8 WOOD \ FRAMING BY OTHERS (SEE NOTE 21) INSTALLATION ANCHOR #10 WOOD SCREW ONE BY WOOD BUCK BY OTHERS (NOTE 7 & 8) CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS I W.W. A SEE NOT[ 10 FOR SPACING ELEVATION I SEE NOTE i10 FOR SPACING 1 6' MAX. (TYP.) 6' MAX. (T YPJ VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH SAME METHOD AS SHOWN AT HEAD. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. 2x4, 2x6 or 2x8 WOOD FRAMING BY OTHERS (SEE NOTE 21) ~ W � a W CD W Disclaimer: The purpose of this installation drawing is to present the manufacturer's D recommendations for anchorage (i.e., wood screws and na8sj,to achieve the design pressure specified on the fenestration product as requaed by Flo.op Bi ding Gode. Section 1707.4:4. Anchorage Methods. Recommendations regarding flosttg,eaGng sealonts'or other joint sealant practices does not constitute a warranty either expressed or' pled. ° l �- (,vta �w li✓ S7L/t �Gt'l,vl-ll.Q Z K REA DESCRIPTION I DATE I INI REVISED NOTES 3. 7. 8. C 9 & 10. ADDED NOTE 21 DEC V 200AND ILLUSTRATION REFERENCES. ADDED NOTE 7 do 8 TO ONE BY BUCK CALL -OUT. D ADDED DISCLAIMER. 12/ 19/031R J A FLORIDA EXTRUDERS 12540NATIONALJEWETT LANE CERTIFICATE of AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME FIXED FLANGE WINDOW - SERIES 1000 & 2000 7/29/04 I R JA'DRAWN BY. JBH DATE:7/29/04 SCALE: NTS APPROVED BY: RJA SECTION A -A DWG.: FLEX0042 SHEET 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 7. 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. #10 WOOD SCREW ANCHOR INSTALLATION INSTRUCTIONS: 10) WHERE WINDOW IS INSTALLED IN WOOD FRAMED OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR FRAMING AND NON-STRUCTURAL ONE BUY WOOD BUCK, USE #10 WOOD SCREWS (ANSI 618.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR FRAMING. 11) WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW, THIS SHEET): a) SERIES 1000 & 2000 - HEAD: i) 30 TO 45 psf. 6" MAX FROM CORNER & 18" O.C. MAX. ii) 46 TO 60 psf. 6" MAX FROM CORNER & 14" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 12" O.C. MAX. b) SERIES 1000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 15" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 12" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 15" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 14" O.C. MAX. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 14) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 16) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. I SEE NOTE 10 FOR SPACING f 6' MAX. (TYP.) SEE NOTE 10 FOR SPACING 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING & FBC REQUIREMENTS 17) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD AND OTHER APPROVED FRAMING MEMBERS MARCH 1, 2002. 21) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. RE v FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: RJA APPROVED BY: RJA D DATE:7/29/0a 1 SCALE: NTS DWG.: FLEX0042 SHEET 2 OF 2 CONCRETE OR, MASONRY OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE & WOOD BUCK I PERIMETER CAULK BY OTHERS CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS SECTION A —A INSTALLATION ANCHOR 2x6 or 2x8 #10 WOOD SCREW ONE BY WOOD WOOD BY OTHERS (NOTE 23) BUCK BY OTHERS (SEE NOTE 6) (NOTE 11 & 12) ONE BY WOOD (OPTIONAL -NOTE 23) p BUCK BY OTHERS v (NOTE I & 12) SHIM AS o (OPTIONAL -NOTE 23) p REQ'D (SEE 1 3/8' MIN. NOTES) EMBEDMENT SLIDING GLASS +/4' MAX. DOOR FRAME SHIM SPACE JAMB _ _ 1/4' MAX. SHIM SPACE TEMPERED GLASS SHIM AS (TYP.) REQ'D (SEE NOTES) PERIMETER CAULK BY SLIDING OTHERS GLASS DOOR FRAME - S.G.D. WIDTH HEAD _TEMPERED GLASS (TYP.) SECTION B—B DOOR HEIGHT CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). CAULKING SLIDING GLASS REQUIRED DOOR FRAME (SVI SILL N 1/4' MAX SHIM SPACE p. I a all I. 1E A 0 n v 16 V— n 1° INSTALLATION ANCHOR A ° EMBEDMENT #8 WOOD SCREW W/PLASTIC 1-1/4' MIN. ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. INSTALLATION ANCHOR SEE NOTE 22) 3/16' DIA. TAPPER LIBERALLY APPLY CAULKING (NOTE 17) UNDER SILL OR SET SILL IN CONCRETE OR BED OF CONCRETE (SEE NOTE 2X MASONRY OPENING SHIM AS REQUIRED (SEE NOTE 1). BY OTHERS A EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) N sun a � 00 l/1 Z cr W O N EC 16 2U04 J ~ LJ IX D: W 1 3/8' MIN. EMBEDMENT p 2x6 or 2x8 WOOD BY OTHERS a (SEE NOTE 6) 0 2X4, 2X6 OR 2X8 WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR #10 WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES CAULK BETWEEN SPACED 2' APART ON OPPOSITE FLANGES.) ONE BY BUCK & TWO BY FRAMING BY OTHERS SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR #10 WOOD SCREW (NOTE 23) CAULK BETWEEN DOOR FLANGE TEMPERED & WOOD BUCK GLASS (TYP.) a CONCRETE OR MASONRY OPENING BY OTHERS All CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN HOOK STRIP & a WOOD BUCK 1 3/8' MIN. ` EMBEDMENT (TYP.) a 4 d a 3/4' MAX. STUCCO BY OTHERS \_SLIDING GLASS DOOR INTERLOCK HEIEIK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL )DINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR 1S SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] Disclaimer. The purpose of this installation drawing is to present the manufacturer's recommendations for Aanchorage (i.e., concrete screws, wood screws and nails) to achieve the design pressure specified on the c fenestration product as required by Florid<jJ'k (ding Code, Section 1707.4.4. Anchorage Methods_ Recommendations regarding flashing sea". sealants br O%ther joint sealant practices does not constitute a warranty either expressed or implied. _ f = S�e �i / �i S�i!'cJ C(ii✓ lit IC Z K REV DESCRIPTION B REVISED NOTES ,. 2. 3. 6. It. 12. 13. 23. 27 ! 32 AND ADDED AND/0 REVSED RELATED REFERENCES AND/OR ILLUSTRATIONS. BOOED NOTE 22 AND RELATED ILLUSTRATIONS. RENLIUKRED NOTES 6 TO LO A 23 TO 32 AND REVISED REFERENCES TO THESE NOTES. REVISED TAPPERS FOR 9Oxz 3-PANEL DOORS. C 1 ADDED DISCLAIMER. DATE IN I FLORIDA EXTRUDERS INTERNEw rF LINC ANE 12/18/03 RJA CERTIFICATE OF AUTHORIZATION NO_ 9235 SANFORD FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 MASONRY INSTALLATION WITH STRUCTURAL BUCK AND #10 SCREWS 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA DATE: 7/29/04 SCALE: NTS IDWG #: FLEX0043 SHEET I OF 2 ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#10 WS) SILL (TAPPER) JAMBS (#10 WS) HOOK STRIP (#10 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 D1 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 D1 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 1/8 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 D2 11 D3 8 8 9080 OXO 109 1/8 x 96 12, 12 12 6 6 6 10 10 12080 OXO 145 118 x 96 14 14 14 7 8 D1 9 02 10 10 15080 OXO 181 1/8 x 96 16 16 16 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 D2 10 03 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 137 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 132 11 D3 8 8 9080 XXX 106 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 5/8 x 96 14 14 14 7 8 D1 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 16 8 11 03 13 10 10 90100 XXX 106 518 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 518 x 120 14 14 14 7 9 D2 10 03 12 12 10068 OXXO 119 518 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 518 x 80 14 14 14 7 7 8 D1 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 1 10 D1 12 D3 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 OXXO 191 518 x 96 18 18 18 9 12 D3 14 D5 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 01 12 12 120100 OXXO 143 518 x 120 14 14 14 7 9 D2 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 18 18 10 01 13 04 16 D7 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 114 x 80 14 14 14 7 7 8 (DI) 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 D1 10 02 12 D4 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 (DI)10 10 12080 XXXX 141 1/4 x 96 14 M 14 7 8 D1 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 16 9 D1 12 134 13 D5 10 10 100100 XXXX 117 1/4 x 120 12 12 1 12 1 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 1 14 1 7 1 8 Dt 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 16 1 18 1 10 D2 13 135 15 137 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "(34" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "06' MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL. B: SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED. C: LOCATIONS IN SILL OTHER THAN AS LISTED IN A & B. IMPORTANT INFORMATION & GENERAL NOTES (cont) GENERAL INSTALLATION INSTRUCTIONS (coat) 8) WHERE "X" REPRESENTS MOVING PANEL AND -0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL* 11) NON-STRUCTURAL ONE BY WOOD BUCK IS OPTIONAL IF THE ONE BY WOOD BUCK IS USED, NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1- NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE44ZESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR # 10 WOOD SCREW AT 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 17) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER QUANTITIES AND ADDITIONAL INSTALLATION REQUIREMENTS_ 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TTFEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEAD AND JAMBS): #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK - HEAD AND JAMBS): #10 WOOD SCREW (WITH A STRUCTURAL TWO BY WOOD BUCK FOR THE POCKET DOOR HOOK STRIP): 23) WHERE HEAD, IAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A COMBINATION OF STRUCTUAL TWO BY AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCKS AS SHOWN OR DIRECTLY INTO TWO BY BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR # 10 WOOD SCREW REQUIREMENTS IN HEAD, .IAMBS AND HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 27) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW (1 3/8- MIN. EMB.) INSTALLATION SHALL BE ANCHORED WITH # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR Q1IANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 29) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 30) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 31) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 32) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. v FLORIDA EXTRUDERSINTERNATIONAL, LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 MASONRY INSTALLATION WITH STRUCTURAL C BUCK AND #10 SCREWS DRAWN BY: JBH 1APPROVED BY: RJA DATE:7/29/04 SCALE: NTS JDWG #: FLEX0043 SHEET 2 OF 2 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) I X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. Al, JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) I X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) I X 2 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 2 X 4 X 3/8 #8 X 1-1/2 SELF TUBE MULLION TAPPING SMS SECTION A -A (2) I X 2 7/16 X 3/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION �-#8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 X 4 X 3/8 TUBE MULLION 148 X 1-1/2 SELF TAPPING SMS #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (6) ONE BY WOOD DETAIL C BUCK BY OTHERS CONCRETE DR MASONRY Q BY OTHERS I 1/4' MIN. Q EMBEDMENT Q L INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP TYPICAL MULLION TO CONCRETE 0 HEAD MULLION (APPLIES TO HEAD & SILL WHERE I " X 4' & 2" X 4" TUBE MULLIONS ARE USED) 11X 2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 SELF T„v I lino SMS (TYP.) \— DETAIL B ELEVATION VIEWED FROM EXTERIOR c 4- • For olternote sill DETAIL B profiles where "Sill Clip" is not suitoble, It is occeptoble to use "Instollotion Clip" os shown in Detoil C (with or w/o bucking). INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) x SILL CLIP — I 1 1/4' MIN. EMBEDMENT PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 0 MULLION -/ I J FLORIDA ` EXTRUDERS INTERNJEWETT INC LANE %SANFORD, FLORIDA TITLE: SER. 1000/ 1 S00 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB DATE:6/ 1 7/04 ISCALE.NTS DWG.: 1 VMFLGZ SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW 1 X2X 1 /8 1 X2X 1 /8 i X2X3/8 1 X2X3/8 i X2 7/16X1 /8 1X2 7/16X1 /81 X2 7/16X3/8l X2 7/16X3/8 1 X4X 1 /8 1 X4X 1 /8 1 X4X3/8 1 X4X3/8 ' 2X4X3/8 CALL TIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS ANCHORS SECT. A -A 1 SECT. A -A i SECT. A -A 2 SECT. A -A 2 SECT. A -A 3 SECT. A-A(3) SECT. A -A 4 SECT. A -A 4 SECT. A -A 5 SECT. A-A(5) SECT. A-A(6) SECT. A-A(6) SECT. A,A(7) 19 1/8 X 26 19 1/8 X 38 3/8 19 1/8 X 50 5/8 19 1/8 X 56 1/4 336.52 209.72 131.23 94.13 732.42 317.66 131.23 94.13 336.52 209.72 152.75 127.29 692.83 429.55 177.46 127.29 336.52 209.72 152.75 135.81 732.42 456.46 193.92 139.09 336.52 209.72 152.75 135.81 732.42 456.46 271.83 194.97 791.81 493.47 359.41 319.55 1187.72 740.20 539.12 460.17 791.81 493.47 359.41 319.55 1187.72 740.20 539.12 479.33 1187.72 740.20 539.12 479.33 12 13 14 145 15 19 1/8 X 63 19 1/8 X 72 65.97 43.49 65.97 43.49 89.21 58.81 89.21 58.81 97.48 64.27 97.48 64.27 119.85 90.09 136.64 90.09 282.02 212.62 423.03 212.62 282.02 296.98 423.03 296.98 423.03 365.75 16 17 19 1/8 X 84 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 131.79 131.79 184.08 184.08 294.03 1 H2 26 1 /2 X 26 26 1 /2 X 38 3/8 262.87 157.93 572.13 239.21 262.87 157.93 541.20 323.48 262.87 157.93 572.13 343.74 262.87 157.93 572.13 343.74 618.52 371.61 927.78 557.41 618.52 371.61 927.78 557.41 927.78 557.41 1 H3 97.25 97.25 113.20 131.51 113.20 143.71 113.20 201.45 266.35 399.53 266.35 399.53 399.53 1 H4 6 1 /2 X 50 5/8 1 H45 26 1 /2 X 56 1/4 69.43 69.43 93.89 93.89 100.17 102.59 100.17 143.81 235.70 339.42 235.70 353.55 353.55 1 H5 26 1 /2 X 63 26 1 /2 X 72 48.44 31 .79 48.44 31.79 65.51 42.99 65.51 42.99 71.58 46.98 71.58 46.98 88.01 65.86 100.34 65.86 207.10 155.44 236.83 155.44 207.10 217.1 1 310.65 217.1 1 310.65 267.38 1 H6 1 H7 26 1 /2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.99 133.99 214.02 510 765 765 216.75 471.75 510 765 22 37 X 26 216.75 471.75 216.75 471.75 216.75 471.75 23 37 X 38 3/8 37 X 50 5/8 37 X 56 1 /4 37 X 63 122.22 73.34 51.97 36.01 185.12 73.34 51.97 36.01 122.22 85.36 70.28 48.70 250.32 99.17 70.28 48.70 122.22 85.36 74.98 53.21 266.00 108.37 76.79 53.21 122.22 85.36 74.98 65.43 266.00 151.91 107.65 74.59 287.57 200.86 176.43 153.96 431.36 301.29 254.07 176.06 287.57 200.86 176.43 153.96 431.36 301.29 264.64 230.94 431.36 301.29 264.64 230.94 24 245 25 26 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 48.62 48.62 114.76 114.76 131.61 160.30 197.41 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 191.61 417.04 450.85 676.28 450.85 676.28 676.28 32 53 1/8 X 26 191.61 417.04 191.61 394.49 191.61 417.04 33 3 1/8 X 38 3/8 98.38 149.02 98.38 201.51 98.38 214.14 98.38 214.14 231.50 347.25 231.50 347.25 347.25 34 53 1/8 X 50 5/8 56.23 56.23 65.45 76.04 65.45 83.09 65.45 116.47 154.00 231.01 154.00 231.01 231.01 345 53 1/8 X 56 1/4 39.32 39.32 53.17 53.17 56.73 58.10 56.73 81.44 133.48 192.22 133.48 200.23 200.23 35 53 1/8 X 63 26.92 26.92 36.40 36.40 39.78 39.78 48.91 55.76 115.08 131.60 115.08 172.63 172.63 36 53 1/8 X 72 1 17.34 17.34 23.45 23.45 25.62 25.62 35.92 35.92 84.77 84.77 97.21 11 18.41 145.82 37 53 1/8 X 84 110.51 10.51 114.21 14.21 15.53 15.53 21.77 21.77 51.39 51.39 71.78 71.78 120.81 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REOUIREO INTERNATIONAL, INC AT EACH END USING 1 1 /4- EMBEDMENT. FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD FLORIDA THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER VERTICAL MULLIONS - S E R. 1000 & 1500 OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, DRAWN BY: JBH APPROVED BY: waB EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. DATE: 6 1 7 O 4 scaLE: F U L L Dwc-: 1 V M F I_ G P G 2 I1000 S.H. JAMB (TYP.) I X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION 98 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS �— SEALANT BETWEEN WINDOW FRAME & MULLION �— 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION JAMB 00 P. I I I I JAMB 0C S.H. #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) 1 X 2 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS 2 X 4 X 3/8 - �— SEALANT BETWEEN TUBE MULLION WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FRAME TAPPING SMS & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 X 4 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (6) 1 1/8' MIN. EMBEDMENT I TWO BY WOOD DETAIL C BUCK BY OTHERS —\ MULLION 08 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 SELF TAPPING -� SMS (TYP.) ELEVATION VIEWED FROM EXTERIOR w �00 a r N N O 3 J o m=Li-z ED Q -.- N C CO o c � E L ___I U � I SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD & SILL WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1 " X 2" & 1 " X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL B 148 WOOD SCREW (TYP.) • For alternote sill profiles where "Sill Clip" is not * SILL CLIP c ocepte, is occeptoble to use "Instollotion Clip" os shown in 1 1/8' MIN. Detoil C. EMBEDMENT SHEATHING —A I I v001) FRAMING AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 0 0 DETAIL B MULLION 0 NATIONAL, INC FLORIDA EXTRUDERS 12540 JEWETT LANE SANFORD FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET I OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF DESIGN PRESSURE CAPACITIES DRAWN BY: MSH TAPPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: I VMF I N 2) FOR t1� SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2Xi /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1X2 7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT. A-A(5) CAPACITY 1 X4X1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8' TUBE MULL 6 ANCHORS SECT. A-A(6) CAPACITY 2X4X3/8 TUBE MULL ,6 ANCHORS SECT. Ae-A(7) 12 18 1 /8 X 25 201.83 403.67 201.83 403.67 201.83 403.67 201.83 403.67 403.67 605.50 403.67 605.50 605.50 13 18 1 /8 X 37 3/8 125.78 251.57 125.78 251.57 125.78 251.57 125.78 251.57 251.57 377.36 251.57 377.36 377.36 14 18 1 /8 X 49 5/ 91.61 129.63 91.61 178.41 91.61 183.23 91.61 183.23 183.23 274.84 183.23 274.84 274.84 145 18 1 /8 X 55 1 / 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162.91 244.36 162.91 244.36 244.36 15 18 1 /8 X 62 65.16 65.16 71.88 89.68 71.88 95.70 71.88 135.52 143.77 215.66 143.77 215.66 215.66 16 18 1 /8 X 71 42.96 42.96 59.13 59.13 62.15 63.09 62.15 89.35 124.30 186.46 124.30 186.46 186.46 17 18 1 /8 X 83 26.63 26.63 36.65 36.65 39.11 39.11 52.64 55.38 105.29 128.92 105.29 157.94 157.94 1 H2 25 1 /2 X 25 157.66 315.32 157.66 315.32 157.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1H3 25 1/2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 284.17 1 H4 25 1 /2 X 49 5/8 67.89 96.07 67.89 132.22 67.89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203.68 1 H45 25 1 /2 X 55 1 /4 60.08 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.86 52.79 70.28 52.79 99.52 105.58 158.37 105.58 158.37 158.37 1 H6 25 1 /2 X 71 31.40 31.40 43.22 43.22 45.43 46.12 45.43 65.32 90.87 136.31 90.87 136.31 136.31 1 H7 25 1 /2 X 83 19.38 19.38 26.67 26.67 28.46 28.46 38.32 40.31 76.64 93.84 76.64 114.96 114.96 22 36 X 25 130 260 130 260 130 260 130 260 260 390 260 390 390 23 36 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 36 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 29.56 29.56 56.21 68.83 56.21 84.32 84.32 32 52 1 /8 X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.92 229.84 229.84 344.77 229.84 344.77 344.77 33 52 1 /8 X 37 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 118.02 177.03 118.02 177.03 177.03 34 --3/8 52 1 /8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71 17.13 17.13 23.57 23.57 24.78 25.15 24.78 35.62 49.56 74.34 49.56 74.34 74.34 37 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 15.25 20.53 21.59 41.06 50.27 41.Ofi 61.59 i6l.59 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING INTERNATIONAL, INC REQUIRED AT EACH ENO USING 1 t /8" EMBEDMENT. FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE : SANFORD FLORIDA OPENINGS DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FIN C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS - S E R. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: J BH APPROVED BY: WA B DESIGN PRESSURE TO GOVERN. DATE:6/ 17/04 SCALE: FULL DWG.: 1 VMF I N PG 2 1 X 2 X 3/8 TUBE MULLION DETAIL. 1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION #8 X 1-1/2 SELF TAPPING SMS 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) SECTION A —A (2) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN -V SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION #8 X 1-1/2 SELF TAPPING SMS 1000 S.H. JAMB (TYP.) 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (3) SECTION A —A (4) 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN J/ SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION #$ X 1-1/2 SELF 08 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (5) SECTION A —A (0 1000 S.H. JAMB (TYP.) TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTALLATION SCF 98 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES 08 X 1-1/2 SELF & MULLION TAPPING SMS SECTION A —A (7) —M w — 00 a LO Y 0 3�Z m=C, Q 03 a) 000 o � C 't U J o U� #8 SELF TAPPING SMS (TYP.) B ELEVATION VIEWED FROM EXTERIOR 1 OR 2X MULL I INTERNAL CLIP --_-I L 1X OR 2X MULL (TYP.) • For olternote sill "Sill SECTION B—B profiles where Clip" is not suitoble, it is INSTALLATION ANCHOR occeptoble to use DIA. TAPPER "Insiollotion Clip" SCREW ANCHOR (TYP.) os shown in [3/16' 1VMFLG, Detoil C SILL CLIP with or w/o bucking). Q 1 1/4' MIN. Q EMBEDMENT Q PRECAST SILL BY OTHERS AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 111-0_ O MULLION FLORIDA EXTRUDERSINTERNATIONAL, LINC ANE SANFORD FLORIDA ITLE: SER. 1000/ 1500 FLANGE SHEET 1 OF 2 <.1f ✓e VERTICAL MULLION INTO HORIZONTAL a3 SEE OTHER SIDE ( SHEET 2 OF 2) FOR 1 DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: W A B C+c l 4< DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 VMHMFLG SERIES 1000 & 1500 FLANGE VERTICAL INTO HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE 19 1 /8 X 26 CAPACITY 1 X2X 1 /8 TUBE MULL 2/2 ANCHORS SECT. A -A 1 239.48 CAPACITY 1 X2X i /8 TUBE MULL 3/4 ANCHORS SECT. A -A 1 487.89 CAPACITY 1 X2X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 2 239.48 CAPACITY 1 X2X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 2 487.89 CAPACITY 1 X2 7/16X1 /8 TUBE MULL 2/2 ANCHORS SECT. A -A 3 239.48 CAPACITY 1 X2 7/16X1 /8 TUBE MULL 3/4 ANCHORS SECT. A -A 3 487.89 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 4 239.48 CAPACITY 1X2 7/16X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 4 487.89 CAPACITY 1 X4X 1 /8 TUBE MULL 4/4 ANCHORS SECT. A -A 5 597.74 CAPACITY 1 X4X 1 /8 TUBE MULL 4/6 ANCHORS SECT. A -A 5 795.69 CAPACITY 1 X4X3/8 TUBE MULL 4/4 ANCHORS SECT. A -A 6 597.74 CAPACITY 1 X4X3/8 TUBE MULL 4/6 ANCHORS SECT. A -A 6 795.69 CAPACITY 2X4X3/8 TUBE MULL 6/6 ANCHORS SECT. A -A 7 1187.72 12 13 14 145 19 1 /8 X 38 3/8 19 1 /8 X 50 5/8 19 1 /8 X 56 1 / 19 1 /8 X 63 19 1 /8 X 72 19 1 /8 X 84 149.25 108.70 94.13 65.97 43.49 26.96 304.06 131.23 94.13 65.97 43.49 26.96 149.25 108.70 96.64 85.29 58.81 36.45 304.06 177.46 127.29 89.21 58.81 36.45 149.25 108.70 96.64 85.29 64.27 39.83 304.06 193.92 139.09 97.48 64.27 39.83 149.25 108.70 96.64 85.29 73.74 55.84 304.06 221.46 194.97 136.64 90.09 55.84 372.52 271.32 241.23 212.89 184.07 131.79 495.89 361.17 321.12 283.40 212.62 131.79 372.52 271.32 241.23 212.89 184.07 155.92 495.89 361.17 321.12 283.40 245.03 184.08 740.20 539.12 479.33 423.03 365.75 294.03 15 16 17 11,12 26 1 /2 X 26 187.07 381.12 187.07 381.12 187.07 381.12 187.07 381.12 466.92 621.55 466.92 621.55 927.78 112.39 80.56 69.43 48.44 31.79 19.62 228.97 97.25 69.43 48.44 31.79 112.39 80.56 71.28 62.63 42.99 228.97 131.51 93.89 65.51 42.99 112.39 80.56 71.28 62.63 46.98 228.97 143.71 102.59 71.58 46.98 112.39 80.56 71.28 62.63 53.91 228.97 164.12 143.81 100.34 65.86 280.53 201.07 177.93 156.34 134.56 373.43 267.66 236.85 208.11 155.44 280.53 201.07 177.93 156.34 134.56 373.43 267.66 236.85 208.11 179.13 557.41 399.53 353.55 310.65 267.38 1 H3 . 1 H4 26 1 /2 X 38 3/8 6 1 /2 X 50 5/ 1 H45 1 H5 1 H6 26 1 /2 X 56 1/4 26 1 /2 X 63 26 1 /2 X 72 1 H7 26 1 /2 X 84 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.49 133.99 214.02 154.25 314.25 385 512.5 385 512.5 765 22 37 X 26 154.25 314.25 154.25 314.25 154.25 314.25 23 7 X 38 3/8 86.97 177.19 86.97 177.19 86.97 177.19 86.97 177.19 217.09 288.98 217.09 288.98 431.36 24 37 X 50 5/8 60.75 73.34 60.75 99.17 60.75 108.37 60.75 123.76 151.63 201.84 151.63 201.84 301.29 24537 X 56 1 /4 51.97 51.97 53.36 70.28 53.36 76.79 53.36 107.65 133.19 177.29 133.19 177.29 264.64 25 37 X 63 36.01 36.01 46.56 48.70 46.56 53.21 46.56 74.59 116.22 154.71 116.22 154.71 230.94 26 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 39.80 48.62 99.35 114.76 99.35 132.25 197.41 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 277.80 340.35 453.06 340.35 453.06 676.28 32 53 1 /8 X 26 136.36 277.80 136.36 277.80 136.36 277.80 136.36 33 34 53 1 /8 X 38 3/8 53 1 /8 X 50 5/8 70.01 46.57 142.64 56.23 70.01 46.57 142.64 76.04 70.01 46.57 142.64 83.09 70.01 46.57 142.64 94.89 174.76 116.26 232.63 154.76 174.76 116.26 232.63 154.76 347.25 231.01 345 53 1 /8 X 56 1/4 39.32 39.32 40.37 53.17 40.37 58.10 40.37 81.44 100.77 134.14 100.77 134.14 200.23 35 53 1 /8 X 63 26.92 26.92 34.80 36.40 34.80 39.78 34.80 55.76 86.87 115.65 86.87 115.65 172.63 36 53 1 /8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 29.40 35.92 73.39 84.77 73.39 97.69 145.82 37 53 1 /8 X 84 10.51 10.51 14.21 14.21 115.53 15.53 21.77 21.77 51.39 51.39 60.80 71.78 114.66 NOTES: / 1 1/4 A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY W" EMBEDMENT AT SILL AND �i8 SCREWS INTO MULL 1/8" WALL ALUMINUM AT TOP. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASSO ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING-S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOWS LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS INTO HORIZONTAL - SER. 1000 & 1500 AWN BY: JBH APPROVED BY: WAB rDATE:6/17/04 ISCALE: FULL DWG.: 1 VMHMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) ELF I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-J U #8 X 3/4 SELF WINDOW FLANGES & MULLION \— 1000 S H TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION ELF /-- 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES & MULLION r1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES• i #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 "I"IF-111 /I- TUBE MULLION —J \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5� 1000 P.W./DESIGNER SILL (TYP.) — ., , . ELF i 1 X 2 X 3/8 TUBE MULLION 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.) ELF i X 2 7/16 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE & MULLION 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 r P.W./DESIGNER SILL <TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 rjr—aii /// TUBE MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS N DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP 1000 P.W./DESIGNER MULLION SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 Q TUBE MULLION I-- 1 1/4' MIN. EMBEDMENT I#8 X 3/4 SELF TAPPING SMS — 1000 S.H. SECTION A -A (7) HEAD (TYP.) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 V.v = DETAIL B ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERSI2540Ew TT LINC ANE SANFORD FLORIDA TITLE: SER. 1000/1500 FLANGE SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH DATE: 6 / 17104 APPROVED BY SCALE: N T S I DWG.: 1HMFLG SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A l CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY IX2 7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 12+HC 19 1/8 X 35 9/16 839.88 1679.78 839.88 1511.80 839.88 1679.78 839.88 1679.78 1679.78 2519.66 1679.78 2519.66 2519.66 13+HC 19 1/8 X 47 15/16 635.96 1271.93 635.96 1144.74 635.96 1271.93 635.96 1271.93 1271.93 1907.91 1271.93 1907.91 1907.91 14+HC 19 1/8 X 60 3/16 512.73 1025.47 512.73 922.92 512.73 1025.47 512.73 1025.47 1025.47 1538.21 1025.47 1538.21 1538.21 145+HC 19 1/8 X 65 13/16 470.84 941.68 470.84 847.51 470.84 941.68 470.84 941.68 941.68 1412.53 941.68 1412.53 1412.53 15+HC 19 1/8 X 72 9/16 428.80 857.60 428.80 771.84 428.80 857.60 428.80 857.60 857.60 1286.40 857.60 1286.40 1286.40 16+HC 19 1/8 X 81 9/16 383.18 766.36 383.18 689.72 383.18 766.36 383.18 766.36 766.36 1149.54 766.36 1149.54 1149.54 17+HC 19 1/8 X 92 9/16 339.08 678.17 339.08 610.35 339.08 678.17 339.08 678.17 678.17 1017.26 678.17 1017.26 1017.26 1 H2+HC 26 1 /2 X 39 1/4 516.41 1032.83 516.41 929.54 516.41 1032.83 516.41 1032.83 1032.83 1549.24 1032.83 1549.24 1549.24 1 H3+HC 26 1 /2 X 51 5/8 407.78 815.57 407.78 734.01 407.78 815.57 407.78 815.57 815.57 1223.36 815.57 1223.36 1223.36 1 H4+HC 26 1 /2 X 63 7/8 335.12 670.25 335.12 603.22 335.12 670.25 335.12 670.25 670.25 1005.38 670.25 1005.38 1005.36 1 H45+HC 26 1 /2 X 69 1 /2 309.78 619.56 309.78 557.60 309.78 619.56 309.78 619.56 619.56 929.34 619.56 929.34 929.34 1 H5+HC 26 1 /2 X 76 1 / 284.00 568.01 284.00 511.21 284.00 568.01 284.00 568.01 568.01 852.01 568.01 852.01 852.01 1 H6+HC 6 1 /2 X 82 1/4 255.64 511.28 255.64 460.16 255.64 511.28 255.64 511.28 511.28 766.93 511.28 766.93 766.93 1 H7+HC 6 1 /2 X 97 1/4 225.60 451.21 225.60 406.09 225.60 451.21 225.60 451.21 451.21 676.81 451.21 676.81 676.81 22+HC 37 X 44 1 /2 273.64 346.70 273.64 478.99 273.64 521 .39 273.64 547.29 547.29 820.94 547.29 820.94 820.94 23+HC 37 X 56 7/8 253.51 321.20 253.51 443.75 253.51 483.03 253.51 507.02 507.02 760.54 507.02 760.54 760.54 24+HC 37 X 69 1/8 212.98 269.85 212.98 372.81 212.98 405.81 212.98 425.97 425.97 638.95 425.97 638.95 638.95 245+HC 37 X 74 3/4 198.41 251.39 198.41 347.31 198.41 378.05 198.41 396.83 396.83 595.25 396.83 595.25 595.25 25+HC 37 X 81 1 /2 183.37 232.32 183.37 320.97 183.37 349.38 183.37 366.74 366.74 550.11 366.74 550.11 550.11 26+HC 37 X 90 1 /2 166.53 210.99 166.53 291.49 166.53 317.30 166.53 333.06 333.06 499.59 333.06 499.59 499.59 27+HC 37 X 102 1 /2 148.36 187.97 148.36 259.69 148.36 282.68 148.36 296.72 296.72 445.09 296.72 445.09 445.09 32+HC 53 1/8 X 51 9/16 88.34 88.34 122.05 122.05 132.85 132.85 148.14 189.45 296.28 444.42 296.28 444.42 444.42 33+HC 53 1/8 X 63 15/16 78.25 78.25 108.11 108.11 117.68 117.68 131.02 167.82 262.04 393.06 262.04 393.06 393.06 34+HC 53 1/8 X 76 3/16 74.77 74.77 103.30 103.30 112.44 112.44 125.12 160.35 250.25 375.37 250.25 375.37 375.37 345+HC 53 1/8 X 81 13/16 72.20 72.20 99.75 99.75 108.58 108.58 120.77 154.83 241.55 362.32 241.55 362.32 362.32 35+HC 53 1/8 X 88 9/16 67.38 67.38 93.08 93.08 101.33 101.33 112.62 144.49 225.25 337.88 225.25 337.88 337.88 36+HC 53 1/8 X 97 9/16 61.87 61.87 85.48 85.48 93.04 93.04 103.33 132.68 206.67 310.00 206.67 310.00 310.00 37+HC 53 1/8 X 109 9/16 55.79 55.79 77.07 77.07 83.90 83.90 93.09 119.64 186.18 279.28 186.18 279.28 279.28 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED FLORIDA EXTRUDERS INTERNATIONAL, INC AT EACH END USING 1 1/4" EMBEDMENT, 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE 2540 J D TTLANE' THIS ULTIMATE LOAD IS BASED QN 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE FLORIDA OPENINGS DESIGN PRESSURE WIMOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - S E R. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, DRAWN BY:.) BH APPROVED BY: WA B EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. DATE: 6/ 1 7/f4 SCALE: FULL Dwc.: 1 HMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) u n W 7 i e SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEt WINDOW FLANGES & MULLION SEALANT BETWEEN' U — #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION r1000 P.W./DESIGNER SILL (TYP.) r #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEt WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION 08 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 (� TUBE MULLION \_ 118 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (S) 1000 P.W./DESIGNER SILL (TYP.) — . - ,. AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O _O I X 2 X 3/8 TUBE MULLION MULLION 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) r1000 P.W./DESIGNER SILL (TYP.) j "" " SELF CIS I X 2 7/16 X 3/8 TUBE MULLION I SEALANT BETWEEN _ WINDOW FLANGE & MULLION - 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (TYP.) p8 X 3/4 SELF L /_ - TAPPING SMS 1 X 4 X 3/8 rv—nl I //' TUBE MULLION `— #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (fi) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS DETAIL C TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION APPLIES TO HEAD & SILL WHERE 1 " X 4 & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C-� "V�A l L1 1/8' MIN. EMBEDMENT Et EVATION DETAIL B For ofternote profiles where "Horizontol Clip" is not suiloble. 148 X 3/4 SELF it is occeptoble TAPPING SMS to use "Instollotion Clip" 1000 S.H. SECTION A -A (7) os shown in HEAD (TYP.) Detoil C. Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 t' 11 24Er`0- �t VIEWED FROM EXTERIOR APPLIES TO HEAD & SILL WHERE I" X 2" & I - X 2 7/16- TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) ■ HORIZ. CLIP 1 1/8' MIN. EMBEDMENT FLORIDA EXTRUDERS 2540 JEWETT INTERNATIONAL, INC. TITLE: SER. 1000/ 1 S00 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH DATE: 6/ 1 7/ 0 4 APPROVED BY: WAB SCALE.- N T S DWG.: 1 HMF I N SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A Z CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1 X2 7/16X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/81 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY X2 7/16X3/81 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6, CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7 WINDOW CALL SIZE 18 1/8 X 34 9/16 18 1/8 X 46 15/16 18 1/8 X 59 3/16 18 1/8 X 64 13/16 428.17 324.21 261.39 240.03 856.35 648.43 522.79 480.07 428.17 324.21 261.39 240.03 856.35 648.43 522.79 480.07 428.17 324.21 261.39 240.03 856.35 648.43 522.79 480.07 428.17 324.21 261.39 240.03 856.35 648.43 522.79 480.07 856.35 648.43 522.79 480.07 1284.53 972.65 784.18 720.11 856.35 648.43 522.79 480.07 1284.53 972.65 784.18 720.11 1284.53 972.65 784.18 720.11 i 2+HC 13+HC 14+HC 145+HC 15+HC 18 1/8 X 71 9/16 218.60 437.20 218.60 437.20 218.60 437.20 218.60 437.20 437.20 655.81 437.20 655.81 655.81 16+HC 18 1/8 X 80 9/16 18 1/8 X 91 9/16 195.34 171.07 390.69 342.15 195.34 171.07 390.69 342.15 195.34 171.07 390.69 342.15 195.34 171.07 390.69 342.15 390.69 342.15 586.04 513.23 390.69 342.15 586.04 513.23 586.04 513.23 17+HC 25 1 /2 X 38 1/4 25 1 /2 X 50 5/8 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 526.54 415.78 789.81 623.67 526.54 415.78 789.81 623.67 789.81 623.67 1 H2+HC 1 H3+HC 170.84 157.92 144.78 341.69 170.84 341.69 170.84 341.69 170.84 341.69 341.69 512.54 341.69 512.54 512.54 1 H4+HC 25 1 /2 X 62 7/8 315.85 289.57 157.92 144.78 315.85 289.57 157.92 144.78 315.85 289.57 157.92 144.78 315.85 289.57 315.85 289.57 473.78 434.36 315.85 289.57 473.78 434.36 473.78 434.36 1 H45+HC 1 H5+HC 5 1 /2 X 68 1 /2 25 1 /2 X 75 114 130.32 260.65 130.32 260.65 130.32 260.65 130.32 260.65 260.65 390.98 260.65 390.98 390.98 1 H6+HC 5 1 /2 X 81 1/4 230.02 115.01 230.02 115.01 230.02 115.01 230.02 230.02 345.04 230.02 345.04 345.04 1 H7+HC 25 1 /2 X 96 1/4 115.01 22+HC 36 X 43 1 /2 36 X 55 7/8 36 X 68 1/8 36 X 73 3/4 36 X 80 1 /2 139.50 129.24 108.58 101.15 93.48 279.01 258.48 217.16 202.31 186.96 139.50 129.24 108.58 101.15 93.48 279.01 258.48 217.16 202.31 186.96 139.50 129.24 108.58 101.15 93.48 279.01 258.48 217.16 202.31 186.96 139.50 129.24 108.58 101.15 93.48 279.01 258.48 217.16 202.31 186.96 279.01 258.48 217.16 202.31 186.96 418.51 387.72 325.74 303.46 280.44 279.01 258.48 217.16 202.31 186.96 418.51 387.72 325.74 303.46 280.44 418.51 387.72 325.74 303.46 280.44 23+HC 24+HC 245+HC 25+HC 84.89 75.63 169.79 151.27 84.89 75.63 169.79 151.27 84.89 75.63 169.79 151.27 84.89 75.63 169.79 151.27 169.79 151.27 254.69 226.90 169.79 151.27 254.69 226.90 254.69 226.90 26+HC 27+HC 36 X 89 1 /2 36 X 101 1 /2 32+HC 33+HC 52 1/8 X 50 9/16 52 1/8 X 62 15/16 74.52 66.01 87.63 77.62 74.52 66.01 122.28 108.31 74.52 66.01 130.48 115.58 74.52 66.01 149.05 132.02 149.05 132.02 223.57 198.04 149.05 132.02 223.57 198.04 223.57 198.04 34+HC 345+HC 35+HC 36+HC 37+HC 52 1/8 X 75 3/16 52 1/8 X 80 13/16 52 1/8 X 87 9/16 52 1/8 X 96 9/16 52 1/8 X 108 9/16 63.07 60.90 56.84 52.19 47.06 74.16 71.61 66.83 61.37 55.34 63.07 60.90 56.84 52.19 47.06 103.49 99.93 93.26 85.64 77.22 63.07 60.90 56.84 52.19 47.06 110.44 106.64 99.52 91.38 82.40 63.07 60.90 56.84 52.19 47.06 126.15 121.81 113.68 104.38 94.12 _ 126.15 121.81 113.68 104.38 94.12 189.23 182.72 170.52 156.58 141.19 126.15 121.81 113.68 104.38 94.12 189.23 182.72 170.52 156.58 141.19 189.23 182.72 170.52 156.58 141.19 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING REOUIRED AT EACH END USING 1 1/8" EMBEDMENT. B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDER S 2540 JEWETT LANE SANFORD, FLORIDA INTERNATIONAL, INC. ITITLE:DESIGN PRESSURE CAPACITIES E I N HORIZONTAL MULLIONS - SER. 1000 & 1 500 DRAWN 8Y: M S H APPROVED BY: W A $ DATE: 6/ 17764 7 O 4 SCALE: FULL DWG.: I H M F I N PG 2 _ SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER FSILL (TYP.) nn/ #8 X 3/4 SELF II TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3 WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES - #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 I'I( 11 TUBE MULLION N #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYP.) un v - i. I X 2 X 3/8 TUBE MULLION #8 X ;j/4 JLLF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGE F & MULLION I X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SLLF `-- 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 �vfFq / TUBE MULLION `—#8 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 "O II TUBE MULLION I\_ #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A -A (7) Wayne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 r -1 DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 1---- 1 1/4' MIN. EMBEDMENT DETAIL B� ELEVATION VIEWED FROM EX,ERIOR FLORTDA EXTRUDERS INTERNATIONAL, LINC ANE SANFORD FLORIDA TI.SER. 1000/1500 FLANGE SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH DATE: 6 / 17 / 0 4 APPROVED BY SCALE: N T S DWG.: MEW 1HMFLGTW -tf I SERIES Y000 & 1500 FLANGE TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW UNIT 1X2X1/8 1X2X1/8 1X2X3/8 1X2X3/8 1X2 7/16X1/ 1X2 7/16X1/ iX2 7/16X3/ 1X2 7/16X3/ 1X4X1/8 IX4X1/8 1X4X3/8 1X4X3/8 2X4X3/8 CALL TIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS F ANCHORS S CT. A- SECT, A -A 1 SECT. -A CT A-A SECT. A -A 3 SECT. A -A 3 SECT. A -A 4 SECT. A -A 4 SECT. A -A 5 SECT. A -A 5 SECT. A -A 6 SECT. A -A 6 SECT. A -A 7 TW 12+HC 38 1/4 X 45 1/8 257.89 305.18 257.89 421.62 257.89 458.94 257.89 515.78 515.78 773.67 515.78 773.67 773.67 TW 13+HC 8 1/4 X 57 1 /2 241.49 285.77 241.49 394.81 241.49 1429.76 1241.49 482.98 487.9R 771 47 1dR7 4R 77d A7 77 TW14+HC 38 1/4 X 69 3/4 203.35 240.64 203.35 332.45 203.35 361.88 203.35 406.70 406.70 610.05 406.70 610.05 610.05 TW145+HC 38 1/4 X 75 3/8 189.60 224.36 189.60 309.97 189.60 337.41 189.60 379.20 379.20 568.80 379.20 568.80 568.80 TW 15+HC 38 1/4 X 82 1/8 175.37 207.53 175.37 286.71 175.37 312.09 175.37 350.74 350.74 526.11 350.74 526.11 526.11 TWI6+HC 38 1/4 X 91 1/8 159.41 188.65 159.41 260.63 159.41 283.70 159.41 318.83 318.83 478.25 318.83 478.25 478.25 TW17+HC 38 1/4 X 103 1/8 142.17 168.24 142.17 232.43 142.17 253.01 142.17 284.34 284.34 426.51 284.34 426.51 426.51 TW 1 H2+HC 53 X 52 1 /2 89.12 89.12 123.13 123.13 134.03 134.03 146.76 191.13 293.53 440.30 293.53 440.30 440.30 TW1 H3+HC 53 X 64 7/8 78.96 78.96 109.09 109.09 118.75 118.75 130.03 169.34 260.07 390.11 260.07 390.11 390.11 TW1 H4+HC 53 X 77 1/8 75.48 75.48 104.28 104.28 113.51 113.51 124.30 161.88 248.61 372.92 248.61 372.92 372.92 TW1"45+HC 53 X 82 3/4 72.76 72.76 100.57 100.57 109.47 109.47 119.87 156.11 239.75 359.63 239.75 359.63 359.63 TW i H5+HC 53 X 89 1 /2 67.93 67.93 93.85 93.85 102.15 102.15 1 1 1.86 145.67 223.73 335.59 223.73 335.59 335.59 TW1 H6+HC 53 X 98 1 /2 62.37 62.37 86.17 86.17 93.79 93.79 102.71 133.75 205.42 308.13 205.42 308.13 308.13 TW1 H7+HC 53 X 110 1 /2 56.23 56.23 77.69 77.69 87.57 87.57 92.61 120.60 185.22 277.83 185.22 277.83 277.83 TW22+HC 74 X 63 25.78 25.78 35.61 35.61 38.77 38.77 55.28 55.28 130.41 130.41 167.34 184.26 251.01 TW23+HC 74 X 75 3/8 22.47 22.47 31.04 31.04 33.79 33.79 48.18 48.18 113.66 113.66 145.84 160.59 218.77 TW24+HC 74 X 87 5/8 20.62 20.62 28.48 28.48 31.00 31.00 44.22 44.22 104.30 104.30 133.84 147.37 200.76 TW245+HC 74 X 93 1/4 20.09 20.09 27.75 27.75 30.21 30.21 43.08 43.08 101.62 101.62 130.40 143.58 195.60 TW25+HC 74 X 100 19.66 19.66 27.17 27.17 29.57 29.57 42.71 42.17 99.48 99.48 127.65 140.56 191.48 74 X 109 19.42 19.42 26.83 26.83 29.20 29.20 41.64 41.63 98.23 98.23 126.05 138.79 189.08 ITW26+HC TW27+HC 74 X 121 18.00 18.00 24.87 24.87 27.07 27.07 38.60 38.60 91.06 91.06 116.85 128.66 175.27 TW32+HC 106 1/4 X 79 1/8 6.72 6.72 9.29 9.29 10.11 10.11 14.42 14.42 34.02 34.02 48.07 48.07 78.07 TW33+HC 106 1/4 X 91 1/2 5.89 5.89 8.14 8.14 8.86 8.86 12.63 12.63 29.80 29.80 42.11 42.11 68.38 TW34+HC 106 1/4 X 103 3/4 5.34 5.34 7.38 7.38 8.03 8.03 11.46 11.46 27.04 27.04 38.20 38.20 62.03 TW345+HC 106 1/4 X 109 3/8 5.15 5.15 7.12 7.12 7.75 7.75 11.06 11.06 26.08 26.08 36.86 36.86 59.85 TW35+HC 106 1/4 X 116 1/8 4.97 4.97 6.86 6.86 7.47 7.47 10.66 10.66 25.15 25.15 35.53 35.53 57.70 TW36+HC 106 1/4 X 125 1/8 4.78 4.78 6.60 6.60 7.19 7.19 10.25 0.25 24.18 24.18 34.17 34.17 55.49 TW37+HC 106 1/4 X 137 1/8 4.61 4.61 6.36 6.36 6.93 6.93 9.88 t9.88 23.32 23.32 32.94 32.94 53.50 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED INTERNATIONAL, INC. AT EACH ENO USING 1 1/4- EMBEDMENT_ FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - SER. 1000 & 1 500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: J BH APPROVED BY: WA B DESIGN PRESSURE TO GOVERN. DATE: 6/ 1 7/ 0 4 SCALE: FULL DWG.: 1 H MF L G T W PG 2 1000 P.W./DESIGNER SILL (TYP.) SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-3 U \-- #8 X 3/4 SELF WINDOW FLANGES & MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT WINDOW FBA GESN SECTION A —A (1 ) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION `— #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES & MULLION r 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 Ir TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5� 1000 P.W./DESIGNER SILL (TYP.) SELF MS AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) DETAIL C O 1 X 2 X 3/8 TUBE MULLION / MULL ION J ] I It —.118 X ;3/4 NLLF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2-) r1000 P.W./DESIGNER SILL (TYP.) j SELF "IS SEALANT BETWEEN WINDOW FLANGE & MULLION 2 7/16 X 3/8 IE MULLION ..� 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4� 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SFLF TAPPING SMS �� r1 X 4 X 3/8 TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) TWO BY WOOD BUCK BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS -2 X 4 X 3/8 vu II TUBE MULLION #8 X 3/4 SELF TAPPING SMS —1000 S.H. SECTION A —A (7) HEAD (TYP.) Wayne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 S J C,_ A6 �,• APPLIES TO HEAD & SILL WHERE I" X 4" & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C� 1 ' l I 1 1/8, Mil EMBEDMEN ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE I' X 2" • For olternote & I " X 2 7/ 16" TUBE MULLIONS ARE USED profiles where "Horizontol Clip" is SHEATHING not suitoble, it is occeptoble to use Instollotion Clip" os v r ` INSTALLATION ANCHOR shown in Detoil C. a8 WOOD SCREW (TYP.) ■ HORIZ. CLIP 1 1/8' MIN. EMBEDMENT FLORIDA EXTRUDERS' 2540 JEw TT 'LINC ANE SANFORD. FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: WA B DATE:6/ 1 7/04 SCALE: NTS DWc.: I HMF I NTW M SERIES 1000 & 1500 FIN TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT BUCK SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT- A- CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS T. - CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS T A-A CAPACITY 1 X2 7/16X1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X1 / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY l X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3./8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL _6 ANCHORS SECT. A -A 7 TW12+HC 37 1/4 X 44 1/8 131.47 262.94 131.47 262.94 131.47 262.94 131.47 262.94 262.94 394.42 262.94 394.42 :39:4:.42 TW13+HC 37 1/4 X 56 1/2 123.11 246.22 123.11 246.22 123.11 246.22 123.11 246.22 246.22 369.33 246.22 369.33 369.33 TW 14+HC 37 1/4 X 68 3/4 103.66 207.33 103.66 207.33 103.86 207.33 103.86 207.33 207.33 311.00 207.33 311.00 311.00 TW145+HC 37 1/4 X 74 3/8 96.65 193.31 96.65 193.31 96.65 193.31 96.65 193.31 193.31 289.97 193.31 289.97 289.97 TW 15+HC 37 1/4 X 81 1/8 89.40 178.80 89.40 178.80 89.40 178.80 89.40 178.80 178.80 268.21 178.80 268.21 268.21 TW16+HC 37 1/4 X 90 1/8 81.27 162.54 81.27 162.54 81.27 162.54 81.27 162.54 162.54 243.81 162.54 243.81 243.81 TW17+HC 37 1/4 X 102 1/8 72.48 144.96 72.48 144.96 72.48 144.96 72.48 144.96 144.96 217.44 144.96 217.44 217.44 TW1 H2+HC 52 X 51 1/2 74.82 88.40 74.82 123.36 74.82 131.64 74.82 149.64 149.64 224.47 149.64 224.47 224.47 TW1 H3+HC 52 X 63 7/8 66.29 78.32 66.29 109.30 66.29 116.63 66.29 132.58 132.58 19.8.87 1132.58 198.87 198.87 TW 1 H4+HC 52 X 76 1/8 63.37 74.87 63.37 104.48 63.37 1 1 1.49 63.37 126.74 126.74 190.1 1 126.74 190.11 190.11 TWiH45+H( 52 X 81 3/4 61.11 72.20 61.11 100.76 61.11 107.52 61.11 122.22 122.22 183.34 122.22 183.34 183.34 TW 1 H5+HC 52 X 88 1/2 57.02 67.38 57.02 94.02 57.02 100.33 57.02 114.05 114.05 171.08 114.05 171.08 171.08 TW 1 H6+HC 52 X 97 1/2 52.36 61.86 52.36 86.33 52.36 92.12 52.36 104.72 104.72 157.09 104.72 157.09 157.09 TW1 H7+HC 52 X 109 1/2 47.21 55.78 47.21 77.84 47.21 83.06 47.21 94.42 94.42 141.63 94.42 141.63 141.63 TW22+HC 73 X 62 25.57 25.57 35.68 35.68 38.07 38.07 42.65 54.90 85.31 127.68 85.31 127.96 127.96 TW23+HC 73 X 74 3/8 22.28 22.28 31.10 31.10 33.18 33.18 37.17 47.85 74.35 111.28 74.35 111.53 111.53 TW24+HC 73 X 86 5/8 20.45 20.45 28.54 28.54 30.45 30.45 34.11 43.91 68.23 102.12 68.23 102.34 102.34 TW245+HC 73 X 92 1/4 19.92 19.92 27.80 27.80 29.67 29.67 33.24 42.78 66.48 99.49 66.48 99.72 99.72 TW25+HC 73 X 99 19.50 19.50 27.22 27.22 29.04 29.04 32.53 41.88 65.07 97.40 65.07 97.61 97.61 TW26+HC 73 X 108 19.26 19.26 26.88 26.88 28.68 28.68 32.13 41.36 64.26 96.17 64.26 96.39 96.39 TW27+HC 73 X 120 17.85 17.85 24.91 24.91 26.59 26.59 29.78 38.34 59.57 89.15 59.57 89.35 89.35 TW32+HC 105 1/4 X 78 1/8 6.67 6.67 9.31 9.31 9.93 9.93 14.32 14.32 33.31 33.31 46.27 47.51 69.41 TW33+HC 105 1/4 X 90 1/2 5.84 5.84 17.39 8.15 8.15 8.70 8.70 12.55 12.55 29.18 29.18 40.53 41.62 60.80 TW34+HC 105 1/4 X 102 3/4 5.30 5.30 7.39 7.89 7.89 11.38 11.38 26.47 26.47 36.76 37.75 55.15 TW345+HC 105 1/4 X 108 3/8 5.11 5.11 7.13 7.13 7.61 7.61 10.98 10.98 25.54 25.54 35.47 36.42 53.21 TW35+HC 105 1/4 X 115 1/8 4.93 4.93 6.88 6.88 7.34 7.34 10.58 10.58 24.62 24.62 34.20 35.11 51.30 TW36+HC 105 1/4 X 124 1/8 4.74 4.74 6.61 6.61 7.06 7.06 10.18 10.18 23.68 23.68 32.89 33.77 49.33 TW37+HC 105 1/4 X 136 1 /8 4.57 4.57 6.38 6.38 6.80 6.80 9.81 9.81 22.83 22.83 31.71 32.56 47.56 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING F INTERNATIONAL. INC. REQUIRED AT EACH END USING 1 1/8- EMBEDMENT. FLORIDA EXTRUDERS B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE. 2540 JEWETT LANE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DE S I G N PRESSURE CAPACITIES E I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER' OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 CLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - S E R . 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE:6/ 1 7/04 SCALE: FULL DWG.: I HMF I NTW PG 2 SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SILL (TYP.) nn/ #8 X 3/4 SELF II / TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION 0 \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT WINDOW BETWEEN FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 -WIF—tor-11 TUBE MULLION SEALANT BETWEE1 WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES 1:18 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 ,rqvv TUBE MULLION 11jr \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION ASECTION A-A(55) 1000 P.W./DESIGNER SILL (TYP.) "C' 1 X 2 X 3/8 TUBE MULLION #rs x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (2) WINDOW FLANGE & MULLION 1000 P.W./DESIGNER SILL (TYP.) ��-LF 1 X 2 7/16 X 3/8 TUBE MULLION `— #8 X 3/4 JLLF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (T.YP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 j� TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY—,,"", BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS ONE BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION \-- #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) DETAIL B--� SECTION A -A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 52 3 _ ,SUN 8 �; -1 DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP t-� 1 1/4' MIN. EMBEDMENT MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL, 2540 JEWETT LINC ANE SANFORD FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH IAPPROVED BY: WA B so DATE:6/ 1 7/04 SCALE: NTS 1DWG.. 1 HMFLGTR If m z: SERIES 1000 & 1500 FLANGE TRIPLE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS CT A -A CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT A- CAPACITY 1X2 7/16X1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/ TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A S CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TR 12+TN TRl3+TN 57 3/8 X 74 57 3/8 X 86 3/8 57.34 51.30 57.34 51.30 79.22 70.88 79.22 70.88 86.24 77.15 86.24 77.15 110.99 99.30 122.98 110.02 221.99 198.60 290.09 259.52 221.99 198.60 332.99 297.90 332.99 297.90 TR14+TN 57 3/8 X 98 5/8 57 3/8 X 104 1/4 48.70 48.36 48.70 48.36 67.29 66.81 67.29 66.81 73.24 72.73 73.24 72.73 94.27 93.61 104.45 103.71 188.55 187.22 246.39 244.65 188.55 187.22 282.82 280.83 282.82 280.83 TR145+TN TR 15+TN 57 3/8 X 111 46.02 46.02 63.59 63.59 69.22 69.22 89.09 98.71 178.18 232.84 178.18 267.27 267.27 TR 16+TN 57 3/8 X 120 42.74 42.74 59.04 59.04 64.27 64.27 82.72 91.65 165.45 216.20 165.45 248.17 248.17 TR l 7+TN 57 3/8 X 132 39.02 39.02 53.91 53.91 58.68 58.68 75.53 83.68 151.06 197.40 151.06 226.59 226.59 TR 1 H2+TN 79 1 /2 X 74 18.41 18.14 25.44 25.44 27.69 27.69 39.49 39.49 93.15 93.15 131.61 131.61 207.32 TR 1 H3+TN 79 1 /2 X 86 3/8 16.18 16.18 22.36 22.36 24.34 24.34 34.71 34.71 81.87 81.87 115.68 115.68 182.22 TR 1 H4+TN 79 1 /2 X 98 5/8 14.86 14.86 20.54 20.54 22.35 22.35 31.88 31.88 75.20 75.20 106.26 106.26 167.38 TR 1 H45+TN 79 112 X 104 1/4 14.46 14.46 19.98 19.98 21.75 21.75 31.20 31.20 73.17 73.17 103.38 103.38 162.85 TR 1 H5+TN 79 X 1 1 1 14.11 14.11 19.50 19.50 21.22 21.22 30.26 30.26 71.40 71.40 100.88 100.88 158.91 TR 1 H6+TN 79 1 /2 X 120 13.84 13.84 19.12 19.12 20.82 20.82 29.69 29.69 70.03 70.03 98.95 98.95 155.87 TR1 H7+TN 79 1 /2 X 132 13.36 13.36 18.45 18.45 20.09 20.09 28.65 28.65 67.58 67.58 95.49 95.49 150.43 TR22+TN III X 74 6.10 6.10 8.42 8.42 9.17 9.17 13.08 13.08 30.86 30.86 43.60 43.60 70.80 TR23+TN Ill X 86 3/8 5.30 5.30 7.33 7.33 7.98 7.98 11.38 11.38 26.85 26.85 37.93 37.93 61.60 TR24+TN Ill X 98 5/8 4.78 4.78 6.61 6.61 7.20 7.20 10.26 10.26 24.22 24.22 34.22 34.22 55.57 TR245+TN 1 1 1 X 104 1/4 4.60 4.60 6.36 6.36 6.93 6.93 9.88 9.88 23.31 23.31 32.94 32.94 53.49 TR25+TN 111 X 111 4.43 4.43 6.12 6.12 6.66 6.66 9.50 9.50 22.41 22.41 31.67 31.67 51.43 TR26+TN Ill X 120 4.24 4.24 5.86 5.86 6.38 6.38 9.10 9.10 21.48 21.48 30.35 30.35 49.28 TR27+TN 111 X 132 4.07 4.07 5.62 5.62 6.12 6.12 8.73 8.73 20.61 20.61 29.12 29.12 47.29 4.27 10.08 10.08 14.24 14.24 23.13 TR32+TN 159 3/8 X 74 1.99 1.99 2.75 2.75 2.99 2.99 4.27 TR33+TN 159 3/8 X 86 3/8 1.72 1.72 2.38 2.38 2.59 2.59 3.69 3.69 8.71 8.71 12.31 12.31 20.01 TR34+TN 159 3/8 X 98 5/8 1.53 1.53 2.12 2.12 2.31 2.31 3.29 3.29 7.77 7.77 10.98 10.98 17.84 TR345+TN 159 3/8 X 104 1/4 1.47 1.47 2.03 2.03 2.21 2.21 3.15 3.15 7.43 7.43 10.51 10.51 17.06 TR35+TN 159 3/8 X 111 1.40 1.40 1.93 1.93 2.10 2.10 3.00 3.00 7.09 7.09 10.01 10.01 16.26 TR36+TN 159 3/8 X 120 1.32 1.32 1.83 1.83 1.99 1.99 2.84 2.84 6.70 6.70 9.47 9.47 15.38 TR37+TN 159 3/8 X .132 1.24 1.24 1.72 1.72 11.87 11.87 12.67 2.67 6.30 6.30 8.90 8.90 14.45 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REOUIRED AT EACH END USING 1 1/4- EMBEDMENT. B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESICII PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. j� INTERNATIONAL, INC_ DA EXTRUDERS 2540 JEWETT LANE FLORIDA SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE HORIZONTAL MULLIONS - SER. 1000 & 1500 DRAWN BY: JBH APPROVED BY: WAB DATE: 6/ 17 / 0 4 SCALE: FULL Dwc.: 1 H MF L G T R P G 2 w 1000 P.W./DESIGNER SILL (TYPJ SELF MS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION SEALANT BETWEEN' U #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1 ) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS l X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION U\_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5� 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 X 3/8 TUBE MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/ rlF`11 / TUBE MULLION SEALANT BETWEEN WINDOW FLANGE & MULLION `-- 118 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) r1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 IrIF"I Ir TUBE MULLION #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A —A (6) AUXILIARY PLAT (FOR ADDITIONAL ANCHORS, WHEN REOUIR£D) 1" 0 _(D MULLION O 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS APPLIES TO HEAD & SILL WHERE 1 " X 4" DETAIL C & 2" X 4" TUBE MULLIONS ARE USED of TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION L 1 1/8' MIN. EMBEDMENT \_#8 X 3/4 SELF TAPPING SMS V 1000 S.H. HEAD (TYP.) SECTION A —A (7) Wayne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE I" X 2" & 1" X 2 7/16" TUBE MULLIONS ARE USED DETAIL B • For StEAWi alternate profiles where "Horizontal va ALLATION ANCHOR Clip"is notWOOD SCREW suitable, it is.) acceptableDRIZ. CLIP to use .Installation Clip" as shown in Detail C. t MIN. EMBEDMENT MENT r--- A A DETAIL B )l FLORIDA EXTRUDERS 2540 JEWETT LANE INTERNATIONAL, INC. SANFORD, FLORIDA .;= TITLE: SER. 1 000/ 1 500 FIN SHEET 1 OF 2 yz, R•rrr� f TRIPLE HORIZONTAL MULLION SECTIONS r SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES `'�� N E DRAWN BY: M S H APPROVED BY: WA B _y DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 HMF I NTR �l m Z(' SERIES 1000 & 1500 FIN TRIPLE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW UNIT 1 X2X 1 /8 1 X2X 1 /8 1 X2X3/8 1 X2X3/8 I X2 7/16x1/ IX2 7/16XI/ 1 X2 7/16X3/ I X2 7/16X3/ 1 X4X 1 /8 1 X4X 1 /8 1 X4X3/8 1 X4X3/8 2X4X3/8 CALL BUCK TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 6 ANCHORS SECT. A-ASECT, A -A 1 SECT. A -A 2 E. A- SECT. A -A 3 SECT. A -A 3 SECT. A -A 4 SECT. A -A 4 SECT. A -A 5 SECT. A -A S SECT. A -A 6 SECT. A -A 6 SECT. A -A 7 56 3/8 X 73 56.49 56.79 56.49 79.24 56.49 84.56 56.49 112.98 112.98 169.48 112.98 169.48 169.48 TR 12+TN 3/8 X 85 3/8 50.55 50.81 50.55 70.91 50.55 75.66 50.55 101.10 101.10 151.65 101.10 151.65 151.65 TR 13+TN 56 6 3/8 X 97 5/8 47.99 48.24 47.99 67.32 47.99 71.84 47.99 95.99 95.99 143.98 95.99 143.98 143.98 TR 14+TN TR145+TN 56 3/8 X 103 1/4 56 3/8 X 110 47.65 45.35 47.90 45.59 47.65 45.35 66.85 63.62 47.65 45.35 71.33 67.89 47.65 45.35 95.31 90.71 95.31 90.71 142.97 136.07 95.31 90.71 142.97 136.07 142.97 136.07 TR 15+TN TR 16+TN 56 3/8 X 119 42.12 42.34 42.12 59.08 42.12 63.05 42.12 84.24 84.24 126.36 84.24 126.36 126.36 TR17+TN 56 3/8 X 131 38.46 38.66 38.46 53.95 38.46 57.57 38.46 76.92 76.92 115.39 76.92 115.39 115.39 TR1 H2+TN 78 1 /2 X 73 18.20 18.20 25.39 25.39 27.10 27.10 35.10 39.07 70.21 90.87 70.21 105.31 105.31 TR 1 H3+TN 78 1 /2 X 85 3/8 16.00 16.00 22.33 22.33 23.83 23.83 30.86 34.36 61.73 79.90 61.73 92.60 92.60 TR1 H4+TN 78 1 /2 X 97 5/8 78 1 /2 X 103 1/4 14.70 14.30 14.70 14.30 20.51 19.96 20.51 19.96 21.89 21.30 211.89 21.30 28.36 27.59 31.57 30.71 56.72 55.19 73.41 77.43 56.72 55.19 85.08 82.78 85.08 82.78 TR I H45+TN TR1 HS+TN 78 1 /2 X 1 10 13.96 13.96 19.48 19.48 20.79 20.79 26.93 29.97 53.86 69.71 53.86 80.79 80.79 TR 1 H6+TN 78 1 /2 X 119 13.69 13.69 19.11 19.11 20.39 20.39 26.41 29.40 52.83 68.38 52.83 79.25 79.25 TR1 H7+TN 78 1 /2 X 131 13.21 13.21 18.44 18.44 19.68 19.68 25.49 28.38 50.99 65.99 50.99 76.48 76.48 110 X 73 6.02 6.02 8.40 8.40 8.96 8.96 12.93 12.93 30.07 30.07 42.88 42.88 68.43 TR22+TN TR23+TN 110 X 85 3/8 110 X 97 5/8 5.24 4.73 5.24 4.73 7.31 6.60 7.31 6.60 7.80 7.04 7.80 : 7.04 11.25 10.16 11.25 10.16 26.18 23.62 26.18 23.62 37.33 33.69 37.33 33.69 59.57 53.77 TR24+TN TR245+TN 110 X 103 1/4 4.55 4.55 6.35 6.35 6.78 6.78 9.78 9.78 22.74 22.74 32.44 32.44 51.76 TR25+TN 110 X 110 4.38 4.38 6.11 6.11 6.52 6.52 9.40 9.40 21.87 21.87 31.19 31.19 49.77 TR26+TN 110 X 119 4.19 4.19 5.85 5.85 6.25 6.25_ 9.01 9.01 20.96 20.96 29.89 29.89 47.70 TR27+TN 110 X 131 4.02 4.02 5.62 5.62 5.99 5.99 8.65 8.65 20.11 20.11 28.69 28.69 45.78 TR32+TN 158 3/8 X 73 1.88 1.88 2.63 2.63 2.81 2.81 4.05 4.05 9.43 9.43 13.45 13.45 22.05 TR33+TN 158 3/8 X 85 3/8 1.63 1.63 2.28 2.28 2.43 2.43 3.50 3.50 8.16 8.16 11.63 11.63 19.07 TR34+TN 158 3/8 X 97 5/8 1.45 1.45 2.03 2.03 2.17 2.17 3.13 3.13 7.28 7.28 10.38 10.38 17.02 TR345+TN 158 3/8 X 103 1/4 1.39 1.39 1.94 1.94 2.07 2.07 2.99 2.99 6.96 6.96 9.93 9.93 16.28 TR35+TN 158 3/8 X 110 1.32 1.32 1.85 1.85 1.97 1.97 2.85 2.85 6.63 6.63 9.46 9.46 15.52 TR36+TN 158 3/8 X 119 1.25 1.25 1.75 1.75 1.87 1.87 2.69 2.69 6.27 6.27 8.95 8.95 14.67 12.53 TR37+TN 158 3/8 X 131 1.18 1.18 1.64 1.64 1.75 1.75 2.53 5.89 5.89 18.41 8.41 13.79 NOTES: INTERNATIONAL, INC. FRAMING FLORIDA EXTRUDERS A) NUMBER OF ANCHORS NOTED ARE FOR 18 WOOD SCREWS INTO WOOD 2540 JEWETT LANE REQUIRED AT EACH END USING 1 1 /8" EMBEDMENT. SANI±ORD FLORIDA B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE .. THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE TITLE: DESIGN PRESSURE CAPACITIES F I N OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER HORIZONTAL MULLIONS - S E R . 1000 & 1500 OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR DRAWN BY: JBH APPROVED BY: WAB THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DATE:6/ 1 7/04 1SCALE: FULL DWc-: 1 HMF I NTR PG Z DESIGN PRESSURE TO GOVERN.