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151 Magnolia Park Trl 06-2232 SFRPERMIT ADDRESS is CONTRACTOR D R. Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBI PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO o Igo. !kWTIL k PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE d SUBDIVISION PERMIT # ID & _ n`i °1 -5 c7 DATE PERMIT DESCRIPTION PERMIT VALUATION 3 ' 40 L) SQUARE FOOTAGE ` a E e City of Sanford Certificate of Occupancy This is to certify that the building located at 151 Magnolia Park Trl for which permit number 06-2232 has heretofore been issued on May 25, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: Capri Engineering Engineering & Planning: Date 10/ 17/06 G Hyatt 10/30/06 Public Works: M Watson 10/26/06 Utilities: R Blake 10/30/06 Fire Department: Conditions (if blank, no conditions apply) D R Horton Q)3� YYA4a .:. _ 10/31/06 Property Owner Building Official e Date BP006UO2 CITY OF SANFORD Edit Narrative Application number, type 06 06002232 NEW SINGLE FAMILY HOME Property address . . . . . . 151 MAGNOLIA PARK Type information, press Enter. CO sign off: P & Z: GH 10.30.06 PW: MW 10.26.06 Uti : RB 10.30.06 F3=Exit FS=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults 10/30/06 16:30:26 More... Code Administration, Man .Review & Inspection Services CAPRI ENGINEERING October 17, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE II: LOT 120 PERMIT #: P06-2232 ADDRESS: 151 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. She Building r Li b, 15t FI ntel, ova W athing, Dry-kfi f�r , Fra ng y Building Insy�on and Fin wilding. rywall Not Included) Electrical Rough Electric , Final EI ri l and Electrij T!11.G, (Pre -Power Not Included) v Mechanical Rough Me nica nd FinaPMechanical. � v Plumbing Underground tubing, 2`d Rough Plumbing tVl" ub Set, Sewer and Fin lumbing Should you require any additional information, do not hesitate to call on us. Respectfully submitted, CAPRI ENGINEERING, LLC t v Angel opez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 N Orlando, Florida 32809 6 (407) 855-1860 IV (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 17, 2006 City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 RE: Request for Certificate of Occupancy Magnolia Club Phase II: Lot 120 Permit #: P06-2232 Address: 151 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 Tailiataua Administrative Assistant Central Florida Division CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 N Orlando, Florida 32809 ■ (407) 855-1860 11 (407) 855-1868 www.capriengineering.com eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ® 6/20/2006 Slab Inspection APPROVED ❑ ❑ 1st Floor Tie Beam / Lintel El El In / Flashing Inspection 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 ❑ 6/19/2006 ® ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 421187 - 6/20/2006 120 BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under m authority have been completed in conformance with the approved plans and applicable co Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=421187 9/14/2006 eCapri v2 Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ 6/20/2006 Slab Inspection ❑ 10 6/29/2006 1st Floor Tie Beam / Lintel APPROVED ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 19 ❑ 6/19/2006 ❑ ❑ 0 ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 429641-6/29/2006 120 BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under y authority have been completed in conformance with the approved plans and applicable code Signature of Private Provider or Duly Authorized Representative ' http://www.ecapri.com/reports/pciRpt.aspx?orderID=429641 9/14/2006 eCapri v2 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 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num 443174 - 7/18/2006 120 0034163 BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ® 7/18/2006 Roof Sheathing APPROVED ❑ 0 7/18/2006 Wall Sheathing APPROVED ® ❑ 6/20/2006 Slab Inspection ® ❑ 6/29/2006 1st Floor Tie Beam / Lintel El El In / Flashing Inspection 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 6/19/2006 0 ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date 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 y authority have been completed in conformance with the approved plans and applicable c s: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=443174 9/14/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/18/2006 Roof Sheathing ® ❑ 7/18/2006 Wall Sheathing 0 ❑ 6/20/2006 Slab Inspection 9 ❑ 6/29/2006 1st Floor Tie Beam / Lintel ❑ H 7/20/2006 Dry In / Flashing Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection El ❑ 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 �+ ■ :■ ■ 6/19/2006 19 ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 445806 - 7/20/2006 120 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 herein and inspected under y authority have been completed in conformance with the approved plans and applicable code Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=445806 9/14/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Building Inspections Verified Performed Date Performed ® ❑ 7/18/2006 ® ❑ 7/18/2006 19 ❑ 6/20/2006 0 ❑ 6/29/2006 ® ❑ 7/20/2006 ■ ■ ❑ ❑ ❑ ❑ Electrical Inspections Verified Performed Date Performed 8/17/2006 Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke 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 Inspection Performed Electric T.U.G. APPROVED 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 6/19/2006 ❑ 6/20/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 470085 - 8/17/2006 120 0034163 BN2653 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected and my authority have been completed in conformance with the approved plans and applicable code Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=470085 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 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/18/2006 Roof Sheathing 19 ❑ 7/18/2006 Wall Sheathing 19 ❑ 6/20/2006 Slab Inspection ® ❑ 6/29/2006 1st Floor Tie Beam / Lintel ® ❑ 7/20/2006 Dry In / Flashing Inspection ❑ 9 9/11/2006 Frame Inspection APPROVED ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. H ❑ 9/11/2006 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 ❑ 6/19/2006 9/11/2006 0 ❑ 6/20/2006 19 ❑ 9/11/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ® ❑ 9/11/2006 ❑ ❑ 487663 - 9/11/2006 120 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 y 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=487663 9/14/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Luis Colon Building Inspections Verged Performed Date Performed Inspection Performed ® ❑ 7/18/2006 Roof Sheathing 9 ❑ 7/18/2006 Wall Sheathing 21 ❑ 6/20/2006 Slab Inspection ® ❑ 6/29/2006 1st Floor Tie Beam / Lintel • ❑ 7/20/2006 Dry In / Flashing Inspection ® ❑ 9/11/2006 Frame Inspection ❑ 19 9/15/2006 Rough Insulation Inspection APPROVED ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ 8/17/2006 Electric T.U.G. ❑ 9/11/2006 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 6/19/2006 9/11/2006 9 ❑ 6/20/2006 0 ❑ 9/11/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed 0 ❑ 9/11/2006 ❑ ❑ 492336 - 9/15/2006 120 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 y authority have been completed in conformance with the approved plans and applicable cod Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=492336 10/17/2006 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 ® ❑ 7/18/2006 Z ❑ 7/18/2006 Z ❑ 6/20/2006 ® ❑ 6/29/2006 19 ❑ 7/20/2006 23 ❑ 9/11/2006 Z ❑ 9/15/2006 ■ ►:1 10/17/2006 Electrical Inspections Verified Performed Date Performed ❑ 8/17/2006 ® ❑ 9/11/2006 ❑ 10/17/2006 Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon 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 APPROVED 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 G] ❑ 6/19/2006 ® ❑ 9/11/2006 ® ❑ 6/20/2006 ® ❑ 9/11/2006 ® ❑ 10/17/2006 Mechanical Inspections Verified Performed Date Performed ED ❑ 9/11/2006 Z ❑ 10/17/2006 516656 - 10/17/2006 120 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 and y authority have been completed in conformance with the approved plans and applicable code —� Signature of Private Provider or Duly Authorized Representative � Y � http://ecapri.com/reports/pciRpt.aspx?orderID=516656 10/17/2006 .N . 0 [ U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICAT OM13 No. lsso-000s Fedeifil Emergency Management Agency t'° Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building 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 151 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 120, 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 It a) Square footage of attached garage 331+/- sq ft 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 N/A sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE FLORIDA 84. 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 B10. 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) Bl l . Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes ®No Designation DateN/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Ai-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, 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. 42& ® feet ❑ meters (Puerto Rico only) 53.3 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 42.0 ® feet ❑ meters (Puerto Rico only) 42.0 ® feet ❑ meters (Puerto Rico only) 41.6 ® feet ❑ meters (Puerto Rico only) 41.7 ® 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. 1 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 City WINTER PARK State FL ZIP Code 32789 Signature 10/05/06 426-7979 FEMA ForrK81-31, See reverse side for continuation. Replaces all previous editions 0. IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Bui ding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 151 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 Check here if attachments SECT19fl E - BUIIAIIFj¢'ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-ES. 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 [I feet ❑ meters ❑ above or [below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform 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, 8, 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 I G5. Date Permit Issued I 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 69. 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 here if attachments FEMA Form 61-31, February 2006 Replaces all previous editions e� 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 l�'/ Ri r City.. State ZIP Code Company NAIC Number 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: (AS FURNISHED) LOT 120, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, 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). MAGNOLIA PARK TRAIL 50' RIGHT OF WAY TRACT A E_ 953._24' �1. 5 CENTERLINE OF _ 589'31'41 _ RIGHT OF WAY PT 8 .0S42 66. 83' Z! S89'31'41 "E LOT 121 WALK IS 0.4_ OFFS. EASEMENT cd / / / CV c N ; / 2 h / / / 90 / ! C N LOT 122 632s, ?0 00,, 82, ' TRACT H ' 25' UPLAND BUFFER 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 EXAMED THE F.I.R.M COMMUNITY PANEL NO 120294 OD45 E DATED 04/17/95 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 VERTI CONTROL AS FURNISEO. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 120 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 5-16-06 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FOUNDATION FINAL 10/05/06 CKB JOB NO. ASM52584 PLOT PLAN 3 26 06 OLC ADDED SETBACK LINE 3-15-06 DRAWN BY: PLOT PCAN 02/10/05 MDF , A, '* '�YFO b• G � 6p •C`'��,S66��p�'� �a ry c� G�y.3c't'2`�'•Co��4ary y9 V. Qp�jr� w WALK IS ).5' OFF FLORIDA 1"=30' GRAPHIC SCALE 0 15 30 TRACT B io OPEN SPACE o(D 0 W LOT 120 • N �6 c 9 TRACT H 25' UPLAND BUFFER '46' 49"W 4.44' FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DHI MORTGAGE COMPANY, INC. 3 LEGEND — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER = CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E. M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR (M) MEASURED OHU OVERHEAD UTILITY LINE MAPPI ZIDA 7979 QFND NAIL AND DISC LB #4/671 (10/05/06) O FND IRON RODNO CAP LB #6393(10/05/06) A DENOTES DELTA ANGLE (P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POO POINT ON BOUNDARY POC POINT ON CURVE POL POINT ON LINE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADUS POINT SQ.FT. SOUARE FEET S/W SIDEWALK TYP TYPICAL UP UTIUTY PAD 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 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 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/18/2006 Roof Sheathing ❑ 7/18/2006 Wall Sheathing ❑ 6/20/2006 Slab Inspection ® ❑ 6/29/2006 1st Floor Tie Beam / Lintel 19 ❑ 7/20/2006 Dry In / Flashing Inspection 9 ❑ 9/11/2006 Frame Inspection ® ❑ 9/15/2006 Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. ® ❑ 9/11/2006 Rough In Inspection ❑ ® 10/17/2006 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 ►� ■ 6/19/2006 9/11/2006 0 ❑ 6/20/2006 ❑ 9/11/2006 ❑ 0 10/17/2006 Mechanical Inspections Verified Performed Date Performed ® ❑ 9/11/2006 ❑ ® 10/17/2006 515916 - 10/17/2006 120 PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection APPROVED Inspection Performed Rough In Inspection Final Inspection APPROVED I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable cod Signature of Private Provider or Duly Authorized Representative L-- http://ecapri.com/reports/pciRpt.aspx?orderID=515916 10/17/2006 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 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 7/18/2006 Roof Sheathing ® ❑ 7/18/2006 Wall Sheathing ® ❑ 6/20/2006 Slab Inspection ® ❑ 6/29/2006 1st Floor Tie Beam / Lintel ® ❑ 7/20/2006 Dry In / Flashing Inspection ® ❑ 9/11/2006 Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. ❑ ® 9/11/2006 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 ❑ '■ o+ 6/19/2006 9/11/2006 0 ❑ 6/20/2006 ❑ ® 9/11/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 0 9/11/2006 ❑ ❑ 487668 - 9/11/2006 120 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 herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: 1A / Signature of Private Provider or Duly Authorized Representative V — http://www.ecapri.corn/reports/pciRpt.aspx?orderID=487668 9/14/2006 eCapri Q Pasco County Inspection Report 0 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 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 421191 - 6/20/2006 120 BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing ❑ 6/19/2006 Inspection/1st Rough 19 ❑ 6/20/2006 Slab Inspection Inspection 2nd Floor Rough In ❑ ❑ 1st Floor Tie Beam / El El Inspection/Top Out Lintel Inspection ❑ ❑ Dry In / Flashing Inspection ❑ 6/20/2006 Sewer Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Tub Set Inspection ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection Inspection Mechanical Inspections Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections ❑ ❑ Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ El Final Inspection El ❑ Electric T.U.G. ❑ ❑ Rough In Inspection Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under my uthority have been completed in conformance with the approved plans and applicable code �. Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=421191 9/14/2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-2232 151 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ❑ Slab Inspection El ❑ 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 6/19/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 419887 - 6/19/2006 120 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 y authority have been completed in conformance with the approved plans and applicable co Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=419887 9/14/2006 CITY OF SANFORD PERMIT APPLICATION Permit # _06-2232 Date: 10-26-2006 Job Address: _151 Magnolia Park Trl. Description of Work: Plumbing — underground,_ rough -in, too -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 Calc. Req'd) Plumbing/New Commercial: # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: ___# of Stories: _# of Dwelling Units: Flood Zone: (FEMA form req'd for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton 5850 T.G. Lee Boulevard Suite 6000 Orlando, FL 32822 Phone: (4071857-5200 Contractor Name & Address: First Quality Plumbing. Inc. 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386) 77"18 Contact Person: Rick Caaman Phone: (386) 775-0909 ext. 208 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Gary W. Evers Gary Wayne Evers Print Owner/Agent's Name Print Contractor/Agents Name Signature of Notary -State of Florida Date Signat re o to i6tfkhW&A WON My COMMISSION * DD438781 �lorp0� EXPIRES Jane8.2009 (407) 388.0151 Florida 1401" Sarvice.com Owner/Agent is ._Personally Known to Me or Contractor/Agent is VPersonally Known to Me or _Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Eke f�e 60 First Quality Plumbing & Irrigation Inc. 746 N. Volusia Ave. Orange City, F132763 Phone (386) 775-0909 Fax (386) 775-0918 October 26, 2006 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Leonard Briand, D.R. Horton Homes: 151 Magnolia Park Trail Permit Number: 06-2131 Should you have any questions please feel free to call me at the number above. Sincerely, Gary W Evers President License # CF-0050566 State of Florida/ County of Volusia The foregggqmg strument was acknowledged before me this oc tt✓ day of Ill E %' .2006 by Gary Wayne Evers ,who is personally known to me and who did not take an oath. O-qG-ee)t, f'F.i�-vY A ROL ON "-.•i ,'. i;ON # DD438781 or (d07} 3SH ? 5:; - ._.: r.• Nc+rvy Semwxom CITY OF SANFORD PERMIT APPLICATION Permit # : C) (0" �2 -3 c-)- Job Address: 1 5-1 i\.AC-, Description of Work: El. Historic District: /� Date: L,-, -- 1 2 Zoning: Value of Work: S Permit Type: Building Electrical K" Mechanical Plumbing Fire Sprinkler/Alann Pool --_ Electrical: New Service - of AMPS I � • ZOO_ Addition/Alteration Change of Service Temporary Pine Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for uthcr thati Parcel p (Attach Proof of Ownership & Legal Description) Owner �s Naam�e,,&�Address: I) 2 1 b t--�'y,.. �S 50 r G� L¢ c_ 3 Iyd S �o©c� -- -LL�1� !w'�ar� .'3�-�Z�i Phone: FSD ✓ �CC� _ Conrrouur Name & .Address: e , o� 2s E. .� ----. Phone & Far ` U-Z Bonding Compan) Address. -- Mortgage Lender: _ Address. .- Architect/Engineer: 3' State License Number E/Z'y--__- �% Y U-00_•34/ Contact Person: 6( r 1 �- Phone qQ Z 2 L 1_y y 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 cununenccd pnor to 11: Issuance of a permit and that all work will be perfonned to meet standards of all laws regulating construction in this jurisdiction. I understand that a s,:par.nc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER S AFFIDAVIT: I cenit'y that all of the foregoing infonnation is accurate and that all work will be done in compliance with all applicable 1,) s construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P.'i I :: 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 requiremCnts of this permit, there maybe additional restrictions applicable to this propeny that may b n the publi: n� this county, and there may be additional permits required from other governmental entities such as water it e ittnI dist i , state agent c', or Icdc Acceptance of permit is verification that I will notify the owner of the property of the requireryten4 of lorida yen S � o Signature of Owner/Agent Dote Signature of Contractor/Agent U•iti p s- c (/ Print Owner/Agent's Name Print Contractor/Agent's Name - m a� •- x Signature of Notary -State of Florida Date Signature of No • ate of Florida Daic OwneriAgeni is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (initial & Date) Sp,cial Conditions Zoning: isr.3 Contractor/Agent is _ Pcnunaily nnw,t to Me or Produced ID Utilities: FD (Initial & Date) (Initial & Date) (In'ual &Dam f',5 3 CITI OF SANFOR D PER NII'F APPLICATION Permit # : IJLf' �"_✓'�` oar': � � Iv - Job Address: -- Description of Work: ik� _ __r( tal S { , re 1Ffo�otage Historic District: _ _ Zoning: _ aloe of 11'orl:: S_ Permit TYpe: Building Electrcal \lec•hanical x Plumbing _ Fire Sprinklen'Alanm Pool Electrical: New Service - r~ of AMPS _ Addition/Alteration _ Chanae of Ser\'ICe Temporary Pole I\1cchanieal: Residential Non -Residential — Replacement New 4 (Duct Lavout & Fner',y Calc. Required) Plumbing/ Nets Commercial # of Fixtures # of \\'ater &C Sewer Lines 4 of Gas Lines Plumbing/NeNNResidential: # of Water Closets _ Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction T.pe: __............. _ # of Stories: # of Duelling knits: -_, __ Flood Zone: ____,___, 1FEMA form required ) O•%ncr,Nome Addre,• ,_UW t ty00! - - l�+�� I' hone Contractor \ninA'J e S Address. �i1�MAMNG-& ` OND. ---Robert ..&.--DeUQ..-Russo -- -- i yp�11 R��CE��BTPJ E I STAM11,Ri•en,e mnher _ CACO 32448 Phone S Fn\: _LM ice.. MA's3aK' Phone _ Bundin� C'ungran) _ _. \lurPl a,�c (.ender - \rchnechi.ngineer - —- Phone. Fay \ppIlcam-,II Is hrl'ch\ mode I,, ohlailli hermit I. do the .;+r1, area inslallali.,m a< inaiiatea I ce]IIl', Ihal n,, ..,nk )r inaall:!li'm hos collimcn ca I'lw] I,l Ihr .. I:-!w, ,I 1 110r11,J1 ,vet Ilml :III '•Ik ill hi ocl .ul L+ .. "oi ,I:m,I,,!, .all Lr li L:I::Iin_ !:•I r:,i lion h;'h!< I'!I I'di'llwn. l ;!n;t,�ra:!1) 1 II .I ..., 'JK l I l\DI I II INI I(i. rIi (AN \1 R's \I I ID \\ I I: I .clot•. Ihat all I the 1, rl l.i_ WI, anMII,•n i, J,-'urali ,Ina Ihal .ill lk -.. ill he a inc Ill 0nih:han e all ;Ipplical to l rr ulolm_ c0nSiniclion and 7onin WARNING TO OWNER- YOUR FAIL IT171O RI -CORD A N011CF OF ( ()NI\1t.tii F,NIF.NI AY RFSUL.T IN YOUR PAYING, T\\'I( F FOR I!\IPRO\ FMLNT's IO )OUR PROPLRTI . IF 1 OI IN I END I OOI3I \IN I INAN( I\(;. I ON 1 I I \\ I I{ 1'O R LLNDFR OR \N \I IOR\L) BLI URI: RIA ORDING 1't)l R \i_il I( I.: ()I ( OlMiNII-\( L• it N I 'r N_OI I(_I_ In aadilion to Ile n•qulrenxnas otlhis pernol. Iherc m;n he addiu„nil re'Mown, appllc, hfr u; Ih pntpin haI niio h4'iou d m the Iwhllc recunl, of Ihi; comet, and there may he addiClonal permits required trim other uoccinmewal enlitie ,uch;r{ ocalel I ,Int_em t tiistriuti-'sale envies, to fcdetal oeencic \cceptcmce of pernul i, oerilicaI Ion Ihat I "a ill no( I1\ the .)A\ ner of the 1,ropern nF the Iegt)Nimcnls r, -'f 11 id'1 iell I ,i F.S i 1 Siu'naturc ul Ox\ ncrAgew Dote Print Cho ner Agent's Name Signature of Notary -State of Florida Date O%cnrr•.\gcm Is _--- I'ersonolla Kna o n ut die or I'maui:a ID AITRO\'ALS: ZONING _.__. _-_- U'I'IL: — -------- I Special Condmoll, Re\ ()3''_OO( m Irerof( mlraelor \_eymT i `' rD�ate \ Name --_4;4: ConuaclorAgunl I,' I'cr;tmalh Known to !\ie oar hodticca ID -- FNG — ... — BLDG:--...___ �;;'AY>; MIRINDA C. TURNER MY COMMISSION ti DC 212693 ,•. 'a EXPIRES: June 14, 2007 onded Thru Wilily Public Jrdenwiters I_ -rnvrr. _ CITY OF SANFORD PERMIT :APPLICATION Permit # .lob Address: Description of Work: Historic District: Zoning: Date: Ti'rt i LL-f Value of Work: S "r Permit Type: Building Electrical Mechanical __-- Plumbing Electrical: New Service - # of AMPS AdditiorvAlteration Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ _ Occupancy Type: Residential V Commercial Construction Type: _ # of Stories: _ Replacement _ New of Water & Sewer Lines Fire SprinkleriAlan-n — Pool Change of Service Temporary Pole _ (Duct Layout & Energy Cale. Required) # of Gas Lines Plumbing Repair - Residential or Commercial Industrial ____ Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) T Owners Name & Address: ��!c �G� 7 JC _ L�,f 1� 1 u d S(c,f< b G b C. r I --,) J C i N 1 3 2 -s L Z _ __ Phone: U C%- _-1 C L —,-2 lc l-3 Contractor Name & Address: R ,.a C 19M4f r, rn 5-�s ? r-I .S Sc ,-?cr,� e7 B I v J_— rI aa4LD _ I- i 3 YZ 2 State License Number: In t' .;, C c O `r r 9 Phone & Fax: e'f 01 - Z y Z - Z 7 (,� _ Contact Person: a ✓' f v C o Phone: _`4 0 "�-_2 Y 2- Z -; Y 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 certily that no work or installation has commenced prior to the issuance of a permit and that all worn: 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 requireme is of Florida Lien Law, FS 713. _ � 6- _ Signature of Owner. Agent Date ignatur ContractodA& Date Larry _M-'lo v _ Prins Ow 9ameNotary Public - State of Florida Prin ont ,actor: Agent �s N:im ' ,� z . : o, My Commission Expires Dec 27, 2006 Signatur f e#,S State o rt#DO168 Da Signature of Notarv-State of Florida Date L�. Owner+Agent is _ Personaliv Known to Me or Cont ractor,Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: ( Initial & Date) Special Conditions: Zoning: _ Utilities: (Initial & Date) FD (initial & Date) (Initial & Date) Date: 7-13 0 ir- I hereby name and appoint POWER OF ATTORNEY rrC/ 1,4 e Cc, 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: Section Subdivision: Township Range Lot lZd Block /; V A,CK (Address of Property) 'or Af�� (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 it - NO Signature of Pftified Contractor ent was acknowledge before me this The foregoing rostrum g is personally known tome! r who produced As identification and who did not take oath. Comm fission# --D 0 I yty Commission Expires: „ pRY t= '�` • TRACIE KNOX Notary Public - State of Florida j�,MY Commission Expires -I i\UP �• p res Dec 27, 2006 Commission # DO 16885a day of D State of Floridy �. County of Notary r '- r' ,1e Code Administration, Plan Review &Inspection Services CAPItI [ N G I N G 8 R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1200Address: 151 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: GaEy H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.l97 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.capriengiiiecring.com r� r 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 $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual Corporation Partnership D.R. Horton. Inc. (Signature) Print CgFporation Na Print Partnership Name Print B By: Name: Address: (Signature) (Signature) Print Print Telephone Name: Robert Lawson Name: No.: Its: Asst. Secretary Its: Address: 5850 T.G.Lee #600 Orlando FL 32822 Address: Telephone Telephone No. 407/850-5200 No. Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced Signat a of Notary <; Notary Public: NOTARY STAMP ELO My commission expires: _) U Partnership Before me, this day of , 20_ personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: , MELISSA LYZETTE CORTES IM MY COMMISSION * DDS06M IT,$ EXPIRES: Jam 16.2010 (407) SM4153 Rarkla Notary Swba.00m Code Administration, Plan Review &Inspection Services CAPRI f N G I N 1. E R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1200Address: 151 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 Enaineerina, 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): gelzweig(a,caprien ineering com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within I 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.canrien gins eerin com The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.. Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of ,20 personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc. Print Corporation N e B (Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification 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 i 1 Mellisa Cortes: Signs ure of Notary Print Name: _ Notary Public: NOTARY STAMP ELO My commission expires: KP ,pAY MELISSA LYZETTE CORTES MY COMMISSION N DDS%921 ��lpr�e EXPIRES: Jam 16,2010 (IOn 909-0169 Florlds Nolery BetNoo.aOm Permit # Job Address: Description of Work: Historic District: RECE1V,E4 MAY CITY OF SANFORD PERMIT APPLICATION .92006 � r.� [�� Date: ,(-MAV 1,,� r D, f mrk 7 a� f (/ Zoning: Value of Work: S 1P � ✓U ----__ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service — # of AMPS Addition/Alteration _ Change of Service Tempottry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _v"" Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: A trEMA form required for other than X) Parcel #: / U , — �5; - v OD ^ 0 L/-� �'�1+iu (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: 5c3 56 T . Phone & Fax: (u L1 Bonding Company: (_ Address: Mortgage Lender: . Address: Architect/Engineer: AddressAal _N Phone: �-7 - � 5 a� IdLL�� vv ''t_Q I J� /;State License Number: �,C ^7 __ `,66- 3Cbrbntact Person: t f `-+�� Phone �� \ 511ri V1100.111, 1i 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 poirnit, 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 petmi equired from other governmental entities s wa management districts, state agencies, or federal agencies. Acceptance o Is verification that 1 Signature of Owner/ e Print Owne /Agent F Name Jt y i a '1 Si aturC,o taryjKARA1tpOfgf4LDONADOO Notary Public - Slate of Florida . r. ry ,y :NryConmtitddcnbtplesDec14,2006 s ` �mmMor) t # DD 379465 O� etlAedits`Ye�'aJl�'KngWn:to,MCeE�r. APPLICATION APPROVED BY: Bldg: Date) Special Conditions: 11 notify the owner of the property of the re ire ents of Fl rida Lien Law Date Signatu of Contrac or/Agent Date 1tJi I a�1 k5• lxw I0_ Date Zoning: Print Contractor nt's Name Sign ure pf A! ary-Sta&6'1r91f�11� a 1 ", Notary Public Slate of Florida WCatnmWone0wDec14.2008 C misslon # DD 379465 Con cfm ��"fis�gx{jltft)t0lr�stt. IWO utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 151 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 120, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 82 49701 Long.-81.58343 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) sq It a) Square footage of attached garage sq ft 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 walls within 1.0 foot above adjacent grade 0 c Total net area of flood openings in A8.b sq in c Total net area of flood openings in A9.b Q sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. 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 A, X 30.30' 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) BRISKEY & ASSOCIATES ENGINEERS INC Bl 1. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Dyes ®No Designation Date ❑ 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 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. 442.5 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ 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 1 oo1. ® Check here if comments are provided on back of form. ,fit Certifier's Name : JAMES JAY JILES License Number: 4997 Title :PROFESSIONAL SURVEYOR &MAPPER Company Name: AMERICAN SURVEYING &MAPPING, INC. ;17 Address 1030 N. ORLANDO AVENUE, STE. B City WINTER PARK State FL ZIP Code 32789/�/D� Signature (�jf - /_ Date 4/04106 Telanhnna tdt171 d9Rao7o FEMA 81-31, 11`&&ary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 151 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 CONSTRUCTION DRAWING ONLY Signature Date 4/04/06 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E i. 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 (see page 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 platform 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 kuuress 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 %,v11111fulnty Name Telephone siyllature Date Comments ❑ Check here 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 Cijy., State -- ZIP Code Company NAIC Number 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. %-A A x UP SANFORD P.O. Box 2847 SANFORD, FL 32772 I'I IUNI; ii (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR U'I'ILI'I'Y SIsRVICE nt:t'O1.1N 1 !IUI,/L� NA1LviIr) /� l:Iz-L.-- svl� I. nl�t�lzrss ivt.\II.INc; \UI.)1tI,SS, rB5 1. �'�� 31v�. �A�d3- —im �LII' 3� / TURN ON DATE SINGLE FAMILY RESIDENCE w' MULTI -FAMILY RESIDENCE COMMERCIAL SOCIAL WORK# pa SECUIRII'Y# HOME# (\-R OWNER OF PROPERTY �.12. or I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVEc I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO AY DRE, CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGE Ml PAID ATTHE TIME. S MUST I WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. ALL OUTSTANDING CHARGES. MUST I MIVU I I`1AT NON-PAYmpwr nc AAW A /mow_. __ SIGNED-, —" — lys 1 nt-.k.vvN I WILL STOP SE uv wv I VVKI I E BELO DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL DATE y' g CUSTOMER# LOCATION# LAST BILL READ THIS READ E CSR L)ATF PERMIT No This Permit shalt nutho6ic work to be done in the City of Sanford based on the opproved construction plans and the information provided below: Riolit-of Way Utflita(ion................... ❑ Driveway ................. Applicant Namclkc l&)� d J , a _I firm: 2'9 - �l �►"DCl_ l_ 1'1(;� Address:, I'I one 1(Uayl.__._..._._.r.._..ftx! Project Location of Aftess:, Title of Approved Oovclopment Plans: Approval Date: Schedule of Work: From To I;nurgcnc)"'Repairs ....... C Proposed Activity: Driveway Installation ....... ❑ Aerial Utilities ....... 0 Underground Utilities ....... ❑ Core and Jack ....... ❑ Open Cutting of Roadway ....... ❑ Sidewalk Installation ....... 0 O thor.......0 Specific Description: Excavation Information: Total Leng(li (FT) plumber of Open (roadway Cuts Aerial Information: Length (Fly plumber of Poles (Existing) (Now) ............................i.�..��!.,,.....,.........4..f� 4................... It is undcrs(ood�and agreed that tho rights andiply'Roges heroin sct out arc granted only to the extent of (lie Ci of Sanford's jurisdiction and the right, tftlo, or intcrest in the land to be entered and'used by the permittce. T permi(tce cliall at all times assure all risks of and Indemnity, defend, save harmless the City of Sanford from a against all'loss, cost, damage, or expense adsit}g in -any manner on account of the permit requnt. by said permit( of (lie forosafd rights and privileges. In (lie event of any future construction of roadways, utilities, stormwater facifiitios,or any general maintenar activities by the City becomes in conflict with the above permitted activity, the permittee shall removo and relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public right - way. 4CULL THE f UCLIC WORKS DEPT. AT 330•5081 TO SCHEDULE. n PRE-POUft INSPECTION ' nrPl.IcnNT slGNnrur;r: fa�.�//,., nnrr. Reviewed: Public Works, � Date _ Utilities., _ Oato nPf'IIOVIM: f'nginra:iliut Il;rlt III AARYANNI` NOR%, IUW [3!= CIRCUIT DWRT SENINtt-F Wkwy BK QGIV Pq 04.01 Qpq) THIS INSTRUMENT PREPARED BY: CLE BK: Patricia L. n D.R. Hortonn,, Inc. REMDED W0412MG k3t2l t�4 PH Inc. 5850 T. G. Lee Blvd., Ste.: 600 REWNDINS FEES 10.00 Orlando, Florida 32822 RED*&-D BY t holden RECORD AND RETURN TO: COP" D.R. Horton Inc. (: ( = ' 1 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 NOTICE OF COMMENCEMENT.., (Prepare in duplicate) - The undersigned hereby gives notice that improvement will be made to certain real property, and in a�qpince Chapter 713, Florida Statutes, following information is in with the provided the Notice of Commencement. Description of property: Lot(s) 120,121 Magnolia Park Plat Book 63 Page(s) 54-59 Public Records of Sanford, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Naive: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this + day of '2006 by Robert A. Lawson, Assistant Secret;uy of D.R. Horton, Ina, a�eTaon e�ia ware Corporat on, ff oTTiFe corporation. He/She is personally known to me. Notary Public, State and County Aforesaid ,l r MMILYN MALDONADO Notary Public -State of �lorldo .;MVCornff"onBpkesDec14.2008 Notary ignature Nota �o'.` Commission # DD 379465 P Bonded By National Notary Aassn. PLOT PLAN DESCRIPTION: (AS FURNISHED) ' LOT 120, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54•-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 120 CONTAINS 7532 SQUARE FEET t THIS STRUCTURE CONTAINS 1170 SQUARE FEET t TOTAL CONCRETE 808 SO, FT. 3 TOTAL SOD 5554 SQ. FT. t 1" = 30' GRAPHIC SCALE 0 15 30 MAGNOLIA PARK TRAIL 50' RIGHT OF WAY TRACT A CENTERLINE OF Q 569'31'41"E 953.24' RIGHT OF WAY _ - --- - —� PT 81.50' i 871.74' PC 1 Iw Iro �o 66.83' Z S89'31'41 "E 0.� 10' UTILITY"'•'•.1' EASEMENT "•�, ---- J / N N � P ,L - - - - . .. , TRACT B OPEN SPACE co00 LOT 121 W / QOQ N JO °° 'v rn LOT 120 Z DRAINAGE TYPE C ,� �J Y p L N63: TRACT H LOT 122 ?�8 Op•� S48'46'49"W 25' BUFFER UPLAND 2 4 44' BUILDING SETBACKS FRONT: 25' TRACT H REAR: 20' SIDE: 5' 25' UPLAND CORNER: 15, BUFFER PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL NO. 120294 004 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE X AREA OUTSIDE THE 100 YEAR FLOOD PLAIN AND ZONE A AREA WITHIN THE 100 YEAR FLOW PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY 4INE OF LOT 120 AS BEING S89'31'41'E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM52584 LOT PLAN 3/28/06 DLC JOB NO. ADDEO SETBACK LINE 3-16-06 JAL DRAWN BY: PLOT PLAN 02/10/06 MDF LEGEND — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH --- CENTERLINE POO POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PU PLANNED DEVELOPMENT O CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C B. DENOTES CHORD BEAR114G LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRIM PERMANENT REFERENCE M014UME14T PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT CjW CONCRETE WALK R RADIUS S/W SIDEWALK CS CONCRETE SLAB IP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG SO FT. NATURAL GRADE SOUARE FEET UP UTILITY PAD 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 78- (407)'426- ,3/0 FOR THE FIRM JAMES JAY JILES PSM #4997 DATE ITY OF SANFORI� B i TNG DIVISION DIIG PERMIT C mEN'pIAL I SUBMITTALREQv�MENTS FOR -i1—" 2 recent boundary find bu�lilillg location surveys showing setbacks ❑ 1Two () lines for permit for structures (not fences) from all structures foproperty Two Z complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan indicating footer sizes for all bearing walls. Provide side view detat s of these footers with reinforcement barreplacement. ld b. Floor plan Indicating Interiorindoiv,land ortop opening sizcions and �sm smoke detector, o room dimensions, door, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the State of Florldn requirements for bath door for compliance of Handicapped Code (F.S. 553,Pnrt 5) rth and south. C. floor elevation io all exterior las perllss east, west, no City Engineering Department orntsh floor elevation height P subdivision plat. tios to bet used In the structure. Bearing o d. Cross sections of all Wall see lor Show all components f wall section. non -bearing Inter ❑ o, s where conventionally framed. Plan to Framing plan for floor joist indicate span, size and species of materials to be used. o f, Engineered truss plan rvlth details of bracing. Engineered beams for spicing openings to carry and support trusses - riser o g, ensions, strin Stair details with treadent of handr d sa And guardratlger size, methods of attachment, placem o h. Square footage table showing footagcst Gnrnges/Carports S.F. Porch(s)Mntry(s) S.F. P atio(s) `, ly�'•S.F. Conditioned structure /r�1 S.F. Total (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy report. Code soils appear to be unstable ❑ 4, Soil analysis and/or soil compaction r p or if structure to be built on �il, a report may be requested by the Building Official or his representative. ❑ S, Other submittal Documents:, . ❑ A. Utility letter or approval when +,li4lwnter supply and/or sewer system connection to be made. k o b. Septic tank permit to be obtalne d' Seminole County Health Department at, 400 W. Airport y anford, Fl (407) 665-3600. c. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regftrd1W. s arbor ordinance and permit. PP O 6, Application to be completed thoro hl$ and signatures provided by a licensed and insuro��CA,iT ON AS ER FLOWNERIBER SRIDA STATET APPEAR IN PERSONS TO SIGN APPL 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, Footer 2. Underground, electrical, mechanical And plumbing 3. Foundation elevation survey 4. Slab 5, Ltntel- tle heaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATL!Z!&L► � O • SIGNATURE .4 (By Owner or Authorized Agent) 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 apply to The Building Department of - The Citv of Sanford For a residential permit for work to be performed at: Lot # : /(�o Subdivision: Magnolia Park Address: / �G UCH � /�- yl,�G 0 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number ture of Contractor This foregoing instrument was acknowledged before me this day of , 200a By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida County of Orange L'' Notary Pu he ignature MARILYN MALDONADO :=o{ya. Notary Public - State of Florida ♦ ♦ MVC0rM1ksM5pk aDec14,2008 79465 eoretl`�`�jy� " a ona ary Assn. Page I of - 011)dUcl Sear-:h User: Public U,3e, - Not Associated with Organization - Need JI'Llp Apprt�)k:i4 Product A-p Manufacturer: . Flori . d a I Extruders International, Inc. Category: ................ (ALL) Subcategory: 'Lpplica(ion/Seq (### or kpplication status: (ALL) :valuation 4ethod: (ALL) ...... 4-der by: Manufacture, -Category Subcategory App / Seq # Status NO F sea:,.) rl, d 'Jr j, e�Ap'-viw ' d.1101; A -!cn it1le k;.nfw 1.;Jc ce ;rJ t . I. - j; I "'P'//www. flondabuildi ng.org/pr/pr_srch.asp 11/11/2005 ,/mmUuBu/lding Code Online ` 1P. Page 2 of 3) Inteniational, Inc. Fixed Approved Inter -national, Q�)qr.-s. Sliding Approved FL3136- Florida L.F. Schmidt, A p I proved International, ions History Report - Florida Received fli�tory Inc. --- Approved FL4063- lorida L.F. Schmidt, Approved RI Extruders Windows Multions P.E. Evaluation Received Florida — FL-1129- RI Extruders FL4130- Florida RI lislor-'. Extruders International, Win ---- Casement Approved FL4131- Florida RI Histoii- Extruders International, Horizontal Slider Approved FL4132- Florida RI Extruders Interriational, Wlildows Fixed Approved FL4705- Florida RI Extruders W.Onduws Single Hung FL4708- Florida RI Extruders Inter -national, Wjn4'2w-c; Single Hung Approved History xtruders Exterior ' pooe:'Gn---/ 41 yright and Disclaimer ; C)2000 The State of Florida. Ail rights reserved. ,«"40-,, 1DlI/2005 uZI L!/LYJC1b 1CJ:41 4VJ I.JZ11111 OVERALL LENGTH 2'10" (34") 3'6" . ►4Z� 4'b" lS4"1. 5'4" (64"1 5'10" : (101 6'6" (78") 1'6". (90") 8'6" (102") LIT— (112") 10'6" (126") 1.1''4'' ,11361 12'0" (144") 14 4" 0 60") 14'0" (168") 141" (170 11'4" (208"1 19'4" . (2321 21'4" (256") 24'0" (288") TO 1=9 OVERALL LENGTH RECESS LENGTH 3'8" (44") 214" (28") 4'0" (481 2'8" (321 4'4" (521 3'0" (36") 4'6" . (54") 3'4" (40") . 518" (68") 4'4" 152"1 5'10" (7DI 4(56") 67 (86") 5'4" (64") 7'0" (84") 5'8" (68") 116" (90") 6'4" (76") 9'8" (116") 8'4" (100"1 1,H5 1 1 Kt 1 t W5 1'HIVt UZ/ C1L "FLORIDA PRODUCT APPROVAL Cost.Crete Cntels are approved under Florida Certificate of Product Approval Number FL158 • $14.85 519.10 " S 21.95 $ 29.25 3430' $ 3510 $ 52.10 $67.80 $ l0-70 $ 74.50 S 88.60 $178.55 S 184.:�5 S 201.80 S 233.35 $ 275.10 $ 291.40 $ 302.10 i-- 7 s 8' `✓ DOOR SIZE TO" (74") S 21.45 2'4" W') 2'8" (32") 5 24.95 TO" (31 $ 28:05 . . 4'0" (48") $ 35.35 31" (48l $ 37.40 51" (60") $ 39.50 5�qh �64^j $ 42.55 \ 7s \ ' S 59.85 �- 9 1` 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 HUS410TF FL474.199 LUS210-2SS FL474.275 LUS46 FL474.291 THA422Z FL474.413 HUS412 FL474.200 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 0 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 FL474.181 MTS12Z FL474.325 NCAM-12 FL474.330 HGUS28-2 FL474.139 HST3 FL474.182 MTS16 FL474.326 NCAM-16 FL474.330 HGUS28-2Z FL474A39 HST5 FL474A83 MTS16Z FL474.326 SA36 FL474.383 HGUS410 FL474.140 HST6 FL474.184 MTS18 FL474.327 TC24 FL474.404 HGUS46 FL474.141 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 CB544 FL474.43 CBS46 FL474.44 CBS66 FL474.45 H6 FL474.119 H6Z FL474.119 H7 FL474A20 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 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 FL474.57 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 F L474.102 FL474.103 FL474.104 FL474.104 FL474.104 FL474.104 GLTV3.518 FL474.104 GLTV3.520 FL474.104 GLTV3.56/11.25 FL474.104 GLTV3.56/11.5 FL474.104 GLTV3.56113.25 FL474.104 GLTV3.56115.25 FL474.104 GLTV3.56/18.75 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 FL474.105 GLTV5.50115.25 FL474.105 GLTV5.50118.75 FL474.105 GLTV5.50119 FL474.105 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 HGLTV3.56/18.75 FL474.132 HGLTV3.56119 FL474.132 HGLTV3.5619.25 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 PC" PC"-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 Florida # 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 FL474.388 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 FL474.109 H10SSN FL474.109 H10Z FL474.109 HCP1.81 FL474.121 HCP2 FL474.122 HCP2Z FL474.122 HCP4 FL474A23 HFA6 FL474.130 HFA8 FL474.131 HRC22 FL474.169 HRC42 FL474.170 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 PBV6KT FL474.373 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 PHDS-SDS3 FL503.26 PHD6-SDS3 FL503.28 PHDS-SDS3 FL503.29 SIMPSON STRONG -TIE COMPANY, INC ICB05357 Used for Florida State Wide Product Approval # FL503 Products on this Resort which are approved: Product Florida # Product Florida # BCS2-2/4 FL503A HSUR/L26-2 FL503.16 BCS2-2/4Z FL503.1 HSURIL410 FL503.17 BCS2-316 FL503.2 HSURIL414 FL503.18 GA1 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 MBHA5.50111.88 FL538.25 HTS28 FL538.11 MBHA5.50114 FL538.26 HTS30 FL538A2 MBHA5.50116 FL538.27 HTS30C FL538.13 MBHA5.50/18 FL538.28 MBHA3.12/11.25 FL538.16 MBHA5.5019.25 FL538.29 MBHA3.12/9.25 FL538.17 SPH4 FL538.34 MBHA3.56/11.25 FL538.18 SPH4Z FL538.34 MBHA3.56111.88 FL538.19 SPH6 FL538.35 MBHA3.56/14 FL538.20 SPH6Z FL538.35 MBHA3.56/16 FL538.21 SPH8 FL538.36 MBHA3.56118 FL538.22 SPHBZ FL538.36 SIMPSON 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 HCA11-9 FL1463.8 HCA5-5 FL1463.9 HCA5-6 FL1463.10 HCA5-7 FL1463.11 HCA5-9 FL1463.12 HCA7-5 FL1463A3 HCA7-6 FL1463.14 HCA7-7 FL1463.15 HCA7-9 FL1463.16 HCA9-5 FL1463.17 HCA9-6 FL1463A8 HCA9-7 FL1463.19 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 CJTSLKT FL1463.1 CJT3S FL1463.1 CJTSSKT FL1463.1 CJT4L FL1463.2 CJT4LKT FL1463.2 CJT4S FL1463.2 CJT4SKT F0463.2 CJT5L FL1463.3 CJTSLKT FL1463.3 CJT5S FL1463.3 CJTSSKT FL1463.3 CJT6L FL1463.4 CJTSLKT FU463.4 CJT6S FL1463.4 CJTSSKT FL1463.4 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICBO 5938 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # HDC10/22-SDS2.5 FL1463.21 HDC10/4-SDS2.5 FL1463.22 HDC5/22-SDS2.5 FL1463.23 HDC5/4-SDS2.5 FL1463.24 HDQ"DS3 FL1463.25 PCT18 FU463.41 PCT23 FL1463.42 PCT27 FL1463.43 PCT38 FL1463.44 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ICB05655 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # ABU66 FL1726.1 ABU88 FL1726.2 SIMPSON 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 SIMPSON 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'/Z 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 # G BC 3751.1 LTHJA26 3751.2 THAL422 3751.3 THAR422 3751.4 TS B2-24 3751.5 VTC2 3751.6 SIMP�SON 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 1 5805.19 j I GL65A 5805.40 HPAHD22-2P 5805,61 4 ECC31/41 5805.20 GLBSB 5805.41 PAHD42 5805.62 ECC31/4-6 5805.21 GLBSC 5805.42 e7 SIMPSON STRONG -TIE COMPANY, INC ECC-ES ER-5117 Used for Florida Statewide Product Approval # FL5808 Products on this Resort which are approved: Product Florida # Product Florida # Product Florida # Product Florida # B Series 5808.1 HU214-3TF 5808.46 HU416TF 5808.91 HUC312TF 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 5808.4 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 HUC3516122 5808.143 GLS5-5 5808.9 HU24-2TF 5808.54 HU61OTF 5808.99 HUG36 5808,144 GLS5-7 5808.10 HU24TF 5808.55 HU612 5808.100 HUC36TF 5808.145 GLS7-7 5808.11 HU26 5808.56 HU612TF 5808.101 HUG38 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 HUG410 5808.148 GLST5 5808.14 HU26TF 5808.59 HU616 5808.104 HUG41OTF 5808.149 GLST7 5808.15 HU28 5808.60 HU616TF 5808.105 HUG412 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 HUC416 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 HUC44 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 HUC46 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 HUG48 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 HUC610 5808.162 HSUR 5808.28 HU316 5808.73 HUC214-2 5808,118 HUC61OTF 5808.163 HU14 5808.29 HU316TF 5808.74 HUC214-2TF 5808.119 HUG612 5808.164 HU210 5808.30 HU34 5808.75 HUC214-3 5808.120 HUC612TF 5808.165 HU210-2 5808.31 HU34TF 5808.76 HU C214-3TF 5808.121 HUC614 5808.166 HU210-2TF 5808.32 HU3514-2 5808.77 HUC216-2 5808.122 HUC614TF 5808.167 HU210-3 5808.33 HU3516-2 5808.78 HU C216-3 5808.123 HUC616 5808.168 HU210-3TF 5808.34 HU3516/22 5808.79 HUC216-3TF 5808.124 HUC616TF 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 HUC26-2 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 LEGS 5808.177 HU214-2 5808.43 HU414 5808.88 HUC310TF 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 • 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 U3510114 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 HIT3524 FL474.159 LU26 FL474.268 AB44R FL474.7 H2.5SSN FL474.115 HIT3526 FL474.160 LU28 FL474.269 AB46 FL474.8 H2.5Z FL474.115 HIT418 FL474.161 LUP210 FL474.270 AB46R FL474.9 H2SS FL474.115 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 CB7010 FL474.33 H3 FL474.116 HIT426 FL474.165 MAB16 FL474.305 CB1012 FL474.34 H3B FL474.116 HPA28 FL474A66 MAB15Z FL474.305 CB1212 FL474.35 H3SS FL474.116 HPA35 FL474.167 MAB23 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 PA35 FL474.334 EPB44A FL474.63 HSSS FL474.118 LB214 FL474.231 PA118 FL474.337 EPB44AS FL474.63 H5SSN FL474.118 LB216 FL474.232 PAI23 FL474.338 EPB44AMB FL474.63 H5Z FL474.118 LB26 FL474.233 PAI28 FL474.339 EPB46 FL474.65 HIT318 FL474.151 LB28 FL474.234 PA135 FL474.340 EPB66 FL474.66 HIT320 FL474.152 LCB44 FL474.235 PATM25 FL474.341 EPB66.12 FL474.66 HIT322 FL474.153 LCB46 FL474.236 PF24 FL474.365 H1 FL474.108 HIT324 FL474.154 LCB66 FL474.237 PF24Z FL474.365 H1Z FL474.108 HIT326 FL474.155 LTT19 FL474.263 PF26 FL474.367 H2 FL474.114 HIT3518 FL474.156 LTT20B FL474.264 PF26Z FL474.367 H2.5 FL474.115 HIT3520 FL474.157 LU210 FL474.266 H2.5B FL474.115 HIT3522 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 FL474A92 PFD24 FL474.369 ACE4Z FL474.25 F44 FL474.86 HUS26Z FL474.192 PFD26 FL474.370 ACES FL474.26 F44Z FL474.86 HUS28 FL474.195 PFDS26 FL474.371 BC4 FL474.27 F46 FL474.87 HUS28Z FL474.195 RR FL474.377 SC46 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 FL474.147 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 FL474.149 LUS26SS FL474.281 SIMPSON STRONG -TIE COMPANY, INC NER 432 Used for Florida State Wide Product Approval # Product Florida # ABE44 FL474.18 CBA66 FL474.42 EPB44T FL474.64 H10-2 FL474.110 H15 FL474.112 H15.2 FL474.113 HGT-2 FL474.134 HGT3 FL474.135 HGT-4 FL474A36 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 LSSU21OZ 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 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 THWAR TWB10 TWB12 TWB14 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 # ASU44 FL474.21 ITT29.5 FL474.215 ITT412 FL474.215 IUT313 FL474.216 ABU46 FL474.22 ITT311.25 FL474.215 ITT412.5 FL474.215 1UT314 FL474.216 FA6 FL474.88 ITT311.5 FL474.215 1TT413 FL474.215 1UT316 FL474.216 FA8 FL474.88 ITT311.88 FL474.215 1TT414 FL474.215 IUT3610 FL474.216 FJA FL474.98 ITT312 FL474.215 ITT416 FL474.216 IUT3512 FL474.216 FSA FL474.99 ITT313 FL474.215 1TT49.25 FL474.215 IUT3514 FL474.216 GT2 FL474.106 ITT314 FL474.215 ITT49.37 FL474.215 IUT3516 FL474.216 GTF FL474.107 ITT316 FL474.216 ITT49.5 FL474.215 IUT410 FL474.216 1TT11.25 FL474.215 ITT3511.25 FL474.215 1TT9.25 FL474.215 IUT412 FL474.216 ITT11.88 FL474.215 ITT3511.88 FL474.215 ITT9.5 FL474.215 IUT413 FL474.2% ITT14 FL474.215 1TT3514 FL474.215 1UT11 FL474.216 IUT414 FL474.216 ITT16 FL474.215 1TT359.25 FL474.215 IUT14 FL474.216 IUT416 FL474.216 ITT2.06111.88 FL474.215 1TT359.5 FL474.215 IUT2.06111 FL474.216 1UT9 FL474.216 ITT2.06/14 FL474.215 ITT38 FL474.215 IUT2.06114 FL474.216 LPC6 FL474.240 ITT2.06/16 FL474.215 ITT39.25 FL474.215 IUT2.0619 FL474.216 LPC6Z FL474.240 ITT2.06/9.5 FL474.215 ITT39.37 FL474.215 IUT211 FL474.216 PA51 FL474.335 ITT211.25 FL474.215 1TT39.5 FL474.215 1UT214 FL474.216 PA68 FL474.336 1TT211.88 FL474.215 ITT411.25 FL474.215 IUT29 FL474.216 THJA26 FL474.420 1TT214 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 HD6A FL503.12 HDBA FL503.13 MTT28B FL503.25 H2.5A FL503.5 H2.5AZ FL503.5 HD10A FL503.6 HD14A FL503.7 H015 FL503.8 HD20A FL503.9 SIMPSON 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 LTA1 FL1423.14 HIS-2S FL1423.5 MGT FL1423A5 H16S FL1423.6 MTS24C FL1423.16 H8 FL1423.7 MTS28C FL1423.17 H8Z FL1423.7 MTS30C FL1423.18 HGA10KT FL1423.8 MTSM16 FL1423.19 HGAMIOKTA 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 SDSY.X2 FL1463.46 SDSM. X2'/. FL1463.47 SDSY.X3 FL1463.48 SDS'/.X3Y: FL1463.49 SDS'/.X4% FL1463.50 SDS'/.X6 FL1463.51 SDS114X1.5-RC10 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 SDS114X4.5-RC5 FL1463.50 SDS114X6-RC25 FL1463.51 SDS114X6-RCS 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 # IUS1.56111.88 FL1463.26 IUS1.5619.5 FL1463.27 IUS1.81/11.88 FL1463.28 IUS1.81114 FL1463.29 IUS1.81I9.5 FL1463.30 IUS2.37111.88 FL1463.31 IUS2.37114 FL1463.32 IUS2.37116 FL1463.33 IUS2.56111.88 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 FU725.6 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 FU901.24 MST27 FL1901.48 MSTI26 FL1901.71 CMST14 FL1901.2 HHETA24 FL1901.25 MST37 FL1901.49 MSTI36 FL1901.72 CMSTCI6 FL1901.3 HR512 FL1901.27 MST48 FL1901.50 MST148 FL1901.73 CS16 FL1901.4 HRS6 FL1901.28 MST60 FL1901.51 MST160 FL1901.74 CS18 FL1901.5 HRS8 FL1901.29 MST72 FL1901.52 MST172 FL1901.75 C520 FL1901.6 LSTA12 FL1901.30 MSTA12 FL1901.53 RPS18 FL1901.76 CS22 FL1901.7 LSTA16 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 FU901.56 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 FL1901.15 LSTI73 FL1901.39 MSTAM36 FL1901.62 ST292 FL1901.85 HETA20 FL1901.16 META12 FL1901.40 MSTC28 FL1901.63 ST6216 FL1901.86 HETA24 FL1901.17 META14 FL1901.41 MSTC40 FL1901.64 ST6224 FL1901.87 HETA40 FL1901.18 METAt6 FL1901.42 MSTC48B3 FL1901.65 ST6236 FL1901.88 HETALI2 FL1901.19 META18 FL1901.43 MSTC62 FL1901.66 ST9 FL1901.89 HETAL16 FL1901.20 META20 FL1901.44 MSTC66 FL1901.67 HETAL20 FL1901.21 META22 FU901.45 MSTC66B3 FL1901.68 HHETA12 FL1901.22 META24 FL1901.46 MSTC78 FL1901.69 HHETA16 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 HGU026-2-SDS3 FL2361.1 HGUQ26-3-SDS4.6 FL2361.2 HGU028.2-SDS3 FL2361.3 HGUQ28-3-SDS4.6 FL2361.4 HGUS26.3 FL2361.6 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 HHUS210-3 3750.60 HUS46 3750.85 H H U S210-4 3750.61 H U S48 3750.86 HHUS26-2 3750.62 LUS210 3750.87 HHUS28-2 3750.63 LUS210-2 3750.88 H H U S410 3750.64 LU S210-3 3750.89 HHUS46 3750.65 LUS214-2 3750.90 HHUS48 3750.66 LUS24 3750.91 HHUS5.50/10 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 H US410 3750.83 TM SIMPSON STRONG -TIE COMPANY, INC ECC-ES ER-5952 Used for Florida Statewide Product Approval # FL5806 Products on this Reuort which are aDDroved: Product Florida # Product Florida # CBQ44-SDS2 5806.1 CCQ76-SDS2.5 5806.19 CBQ46-SDS2 5806.2 CCQ77-SDS2.5 5806.20 CBQ66-SDS2 5806.3 CC078-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 H) SIMPSON STRONG -TIE COMPANY, INC 11 UNI NDA D E Chi � 1 A PA N'—VDt� ov ---------- ------- -IF I Jk piltyburgli JS 60762 foul anolicallon (NO!, BUHLDIW, CODL vK-',"IIT O-DAM' , FLAGLI'AR, 10 I TRI WEiST FLAG LER S N4MM-1, FLORPM (305) 375-2901 FAX (301,. (30,3751511 CONTRAMOR EN FORCEM VNI 1' (305) 17319CO FM (W - vWIIDt!CF CON ov", 's! i 1 C' ism, and conTIMAy AwRej hombn Ims hun Rvariumnded, d "Q 'Tw codW c MIMOe MA MMSpew c( ) w2h, k 11��! put Q vpkd Mr cy: WTO;111, (Wo on -I Wamn BUY f"unn thn r�j: tu 1IMPKI or mwelial m any than from a jDWAO ca mmkiwivel"S plant W (judy conual w0i wwrip! GO w plfmn ill Aw 'yww�J` k'amm, RUN) u; of asoves the ilia to mynke W Qpm AwAred AC W On KAS YP A" I Qr ; WIA Aly a) nwct 01 KNAK"I UA. PAGM row F;pw0UW ;1111) (JOV, Tk�!" Kr Proly! 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WON& M21 dacd ond its ccmimMms shKi h : QUM in YUH 'On' Gs UQ OR E VA 01 G 5.1 Fach unit shall hum 0 InL,cl 01h W innnublymCs nomc m V� cKy, n w- Himing MaRnmL Wand&nk Counly Product UPW /,pprovoo", M UY N"; IT, 1"io U", 1-UE-NI M h1q,lkathm for hoWng pcpnk shall bc vjnmv-1p;-jn"cd ofthc C C n, de 1 0 v 0 A 1 5", Wilding OWN NUM i I am k; (nil of US X 14 1-T of' t" Wginal Suppofing don% C,WCOng donk"w 0 1 C 101 older than QM (2) yeam" Any and A appromd products CPU be Sn"CO'y thc im,',il " and Bic 611CM01; Stamm WhinblUde County' '6 in Cho SpcCip ccmq6cins Wds Anclony, 11011OV&S of ACCO1101=0 '00 1101 R wnsiderad K. ip Snudi Wila JOKUpc 010 W&R, K' n is im in Conplimm",-- a iC)'- Wgrr the Sam jqmdua QWK01) A� dw iss 1pq Complicil &I ill U. rqubmw Iv. KOM, ka ncim, WSWILOW of the produn, TO poghmi: n V QQ111Y prCpayS Signal 011(i SWO too r(-( SUNIVAN, K w RMOTY rNMOVIL Ow Onginminq 1"00 n0o- 1 Chin:"; ki 01 malarKS, z7o, 20MY mmURZA-1 : w 0" 1 ;&W ho Onip4l KV 10manaw W US ?"wp=w, VOOSS pryl VY0 0 :n" wanon Famoval of ink WlTmnwa: of AS product or jums. (,ndo"eMent of Vny pajwQj, PIC SQY� OLPMAVj 504 WpU rAhcr faqww;- Tho thmica ofAcWTUMCc WOW P&CdOd bY aw jbHowcd by jhc ejokndy, dow pay be dKpKyJ K ndyrvl'i.si: donc in in Q'SOV, T y t tc s aomomswiA Aohiwy,muaVid! spproved Werdm,mm p hrMo y lmakilAsmimmudG sacpoct'num O to n�M�2 "in, 1C. The Cnginmf k of' J. is A,, --c", r-, c TAS 010OCC Q Mnmrtcc COISVIS oflogrS nnd Go pgo 1. XKK Q1 j( MIS , U, �w mVIIIIIII i mar, ,., vs Y�,,,iay{ �yy.A ?'i2 i 4Iyry� tj Sl �ir� �FP i f�� (ai i I l Y ,,{{ Y". Y t `'u f,l..;`v�..� 4 ,a ....z,... 1._., .,m .,.,, .,. ,.rll .... ��,.: .., _S, R!, aAx mxE, •�}.C...,.. .i. 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WITH :1 S I V) L I ir 11 S, D D I (A T I ..J 1c, (ii-l-led Irlsvji) -3 AT PPOWD ARRANIfG':ME;N;f' -12 (Azed Inswing Unit APPHOVED DOOR STYLET . .. . ... ...... ... W4 CLASS: run Guss: all Qnj 53 my )VOW") or POMONA GVed Insving UNt c*, L FIE APpRovEU ARRANGEMENT: Aplq;oVfU UtTh SIA Q Q AQ: APPROVED DOOR SIRET T4 GLASS: ANTURD Slot i tic si FULL GLASS: A-V 1 son Kw 0 Ow"AN k lu n N Al (Amd inwang Unii APMOM MANGEMERI: F71 LLI-Z-1 G-.1.1 C-i 0 R 1""' � § }� -~) .§ ) / (� � � )�� §\ � ƒ /.».� /y[/� \� Nut: by j �!J do i,i;i ANIROV!,-E) D0011 SI-yf-IS-. FULL CLAS& 1 314 GLASS: - I WON .... ..... .. .... . Ij ------ W i V i K W � but ON 404 W Ow "Ill T.�!V Mazed UiJ'i APPITOVID WIN S: h4 Ci ASS: ......... . A -IJ A� ITIOM.", DOOS", S IY f- W-Ass: 31 u ul .... . ...... A Giazed insving IM S, C39, Ff ",'I 111""'I"],111, t il? 4-1-� LA, 55 D CK) R fE APENIOVED ARRANGENIEW Q G; AST 73"W9 FIBINICKMIS 'PDOIDR5 APPROVE0 ONE 31YAR FIRL GLASI SAY?is I TO % LOS! of rly AnewPQu M HMO the Kw 00 Wvqed Ccmur df t F 3 !", !;it; (A ihec i B&Wkq W% Clapp i 11 (ShuchAN Ant wo knpoAknI, "_A: i iol rigm"tl Also r? to" A IN i..EM'N wi- �QFM, z g,§U s WO 1, 1 B kEH" of Ohil" lj C il "Y' T f� ;,S A APMOVED DOOR STYLES: FULL GLASS: ------------ To me WA A pq kowledy on! My TO Own Nij>hnq� rundy cow umt COMM; h lbu 1�qQmms of U c 109; 1 1 K 1,; BAWN5 Ade, ChApun 17 Mum, Ink nal wnq__awm). vy AFT Q EK", J.— w —�A all] Glazml InSwiflo 'Uflit APPROVED APIS'RANGEMENT: Glazed Insydip Uni,' APMOVED 0031 STYLES. FILL CLASS: APPROVED SIDELATE &M Wi vsjmm�mnuo UR40RA RAW A, A :Qw: w7j H e " "N' Mq Tand Inswipp; U&I APPROVED AMIANGEME10- T-71 NBC: WAS & cmu Own my UOYA by A-, nToo as it !wjn v c z m n a q 1 1 mORKHO ASSWRY 1 OR 9 Sol w-s"w; GEzPd !nisvvinig Uiinii. APPROVED M O R STY FS: FULL GLASS: APPROVEI) SIDELIM MYLES: � (\ �� \� �� \; W PLow A my ow—Koe wd Mmy on jwnn Q&TOTA i- w : «Wams ki @i: 9 0i ' ;'00; i lciid:i MY, VON, chapnt 11 (MUCAW! Tat an! K, .50Q,", WE own MWAIN CM = =1 rm ARTAVED DE)02 Sly, &I MASS: Q71 11 1 K I all a Eli ij IJ Vol 1 A ,w WIN 'T-43' i ENGINEERING PACKAGE BUILDER : PROJECT : MODEL/BUILDING: LOT: %( BLK: JOB#: BUYER'S NAME : ADDRESS : REVISION DATE-�.{�(� NEW LOAD : g I4r) f v�= CARPENTER CONTRACTORS OF AMERICA, INC. 11 3900 AVENUE G. N.W. i� WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 OFFICE USE ONLY: PROJECT LOT BLOCK PAGE 1 OF ANCHORAGE AND RESTRAINT OF LATERAL BRACING TIIIS IS A DANGEROUS CONDITION SHEATHING FIG. 1 COMPRESSION WEBS, /— TO PREVENT THIS BEFORE AND AFTER _/ FAILURE, A dCHOR BUCKLING. OR RESTRAIN THE LATERAL BRACINGI CONTINUOUS LATERAL BRACING (CLB) MAINTAINS SPACING, BUT PERMITS LATERAL BUCKLING OF ALL WEB MEMBERS AT THE SAME TIME. BEARING FOR TRUSSES FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). USE METHOD SHOWN IN FIG. 2, 3A & 3B, OR ANOTHER STRUCTURALLY SOUND METHOD SPECIFIED BY PROFESSIONAL ENGINEER OR ARCHITECT. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB - t=). WHEN ANCHORAGE . IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3A EXAMPLE TRUSSES DIAGONAL BRACE RESTRAINT DBR WITHIN THE UNIT (3A & 3B) SHEATHING ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END f APPROX. WALL - RESTRAINS LATERAL 45'-. BRACING. THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB CEILING - DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT COMPRESSION WEB, SLOPING OR VERTICAL, OR WEB NEEDING BRACING. FIG. 313 2X4 #3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d (0.162-X3.5-) COMMON NAILS. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, �. 'E '•. INSTALLING AND BRACING., REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI❑ DR., SUITE 200, MADISON, W1. 53719) FOR F SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT '.�+ TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD S ALL r2 12 HAVE A PROPERLY ATTACHED RIGID CEILING. x■IMPORTANTom FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL E ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, / *a ALPINE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH •�J 290TE OF APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ASTMI A653 GR40CAN TGALV.PSTTEELAPER AEXCCEPTTASNINOTIED..TPAPPLYI CONNECTORS CONNECTORSNE O EACH FACED OF OGA �COq�QP: TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS'S� ••M~• ALPINE ENGINEERED PRODUCTS, INC. DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ONAL POMPANO BEACH, FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S TH RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. THIS DRAWING REPLACES DRAWING 137 p * REF BRACE RESTRAINT DATE 06/25/99 DRWG BRCLBANC0699 —ENG KGF/KAR AS2 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUSHI IPLO BY IKU�) MIH. November 9,2004 Mr- Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880 Re: Number of Nails Increases by 41% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x 3.0" nails for 16d common nails, increase the number of nails by 41%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. (Based on National Design Specification For Wood Construction 2001 Edition) SPACING OF 16D COMMON NAILS SPECIFIED ON DESIGN. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS SPECIFIED ON DESIGN. 1.4" O.0 2.1 2.8 3.6 4.3 5.0 5.7 6.4 7.1 7.8 8.5 9.2 10.0 10.7 11.4 Please note that 2- ply girders require nailing from one face only. Note: The nail spacing of 4" O.0 for web bracing to be the the same for 16d common nails and for 0,128" x 3.0" pneumatic nails. I FL/-/1/-/E/-/- •WARNING• TRUSS[5 REQUIRE EXTREME CARE IN FABRICATION. MANDL IND. SHIPPING. INSTALLING AND BRACING. •REFER B Y TO SCSI 1-03 (BUILDING COMPONENT SAF{TY INFORIUIIDNI• PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 NAOISOM. NI 53719) AND WE(MOOD TRUSS CDUNC II OF AMEPICA. 63OD fNIERPRI SE L • • _n 1) 0 DFRID DR., SUI PIE2DD. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDIC D, V ` �AP•� TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY AFT NED Y`• v •�� RIGID CEILING, ' *-IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINI ENGINE £0 ANY fAII URF 10 BUILD E : A L P I NE PRODUCTS. INC. SHALL N01 BE ■ESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; TRUSS IN CONFORMANCE NI1" TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING E BRACING OF TRUSSE •�/ IA i - -- DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ALP]" CONNECTOR PLATES ARE MADE OF 20/19/16GA (W,M/S/N) AST" A6S3 GRADE AO/60 11, X/H.S) GAL V. STEEL. APPLY IE0 OM THIS DESIGN, POSITION TER DRAWINGS 16OA-2. AND. UNLESS OTHER NI SE LOCALE �/O� •• 1 /jA' O PLATES TO EACH FACE OF TRUSS ANY INSIECTION OF PLATES FOIIOYED BY (1) SMAII BE PER ANNEX A) OF TP112OO2 SF[.I. A SEAL ON THIS LV/ C O R1,,,.•f Alpine Enginmired Products, Inc. ORAWING IROICATES ACCEPTANCE OF PROFESSIONAL ENGINEIRING RESPONSIBILITY SOLELY FOR 1ME TRU55 COMPONENT DESIGN SHOWN. THE SUITABII ITV AND USE OF THIS COMPONENT FOR ANY BUILDING IS TMF RESPONSIBILITY OF THE I1anles C11v F1 33844 •)r BUILDING DESIGNER PER ANSI/TPI I SEC. 2. REF R081--48351 HCUSR081 05108CGL HC ENG / AS2 JREF- R081CSDTAD A54 UZ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY IRUSS MEN. 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" + 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. PLT TYP. Wave TPI 7ALPINE pine Engineered Products, Inc. 1950 Malley Dlrvt Haina City, FL 33844 FL Catif"t of AalhDriution 1567 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) 34" MIN (S) 2X4 # 3 SO. PINE WEB ONLY. ((Customer Specific Details - Design Crit: TPI-2002 7.02.052� JACK OTY:O FL 1 E - Scale ANARNING** 7RUSSES REOUIRE Ex7PEME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. COL T C L L PSF R E F ROB 1 48357 REFER TO 8C51 1 03 (BUILDING CD7IPONENT SAFETY INFORMATION). PUBLISHED BY 1Pl (TRUSS PLATE INSTITUTE, 583 D'ONOF Rio DR.. SUITE 20D. MADISOM, YI 53719) AND WTCA (WOOD IR U55 COUNCIL OF AMERICA. 63DO ENTERPRISE In. NADISON, XI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORH1NG THESE (UNCTIONS. UNLESS BTHfRYISf INDICATED FOP CHORD SNA'I. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL "AVE A PRO PE RLT AT T AC RIGID CEILING. '""** "N*& 1 -- * v o. 2212 ti;� T C D L BC DL PSF PSF DATE 0 3 / 2 8 / 0 5 DRW Hcuse081 05087468 H C - E N G J W C / J W C "'IMPORTANT** FURNISH A COPY OF THIS DESIGN TD THE INS TALLATIDN CONTRACTOR. ALPINE ENGIN RED PRODUCTS. INC. SHALL MDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD HE TRUSS IN CONFORMANCE WITH IP1: OR FA ICA/I NG. HANDLING. SNIPPING. INSI ALLIMG B BRACIRG Of iPU55 OFSI Go CONE ORMS WITH APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN SPEC. BY AFItA) AND TPI. ALPIN CONNECTOR PIAiFS ARE MADE OF 20/10/16GA (W.H/S/R) ASTM A653 GRADE •0/60 (W. N/H,S) GALY. STEEL. APPI PLATES TO EACH 'ACE OF TRUSS AND, UNLESS OTHERYISE LDCA 7ED ON THIS DESIGN, POSITION PER OR AYING5 16" ARY INSPECTIDR ACE PlATES FOLLOWED BY (/) SHALL BE PER ANNFR A3 Oi TPiI-2002 SE[.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROf[S'TONAL ENGINEERING RESPONSIBILITY SOIELY FOP THE TRUSS COMPONENT UU ,,333 5 0 A. ** •"* 0 R1„1"" BC L L TOT. L D . P S F P S F S E Q N - 52836 D U R . F A C . A S 4 - 0 2 SPACING 24.0" JREF- R081CSDTAD DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. NA1. _ _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (AS5-02) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: ALTERNATE LOAD CASES UP TO 140 MPH MAX WIND, 30.0 FT MEAN HGT, ASCE 7 02, INC. OR PART. ENC BLDG, TCDL 20.0 PSF TCIL 30.0 PSF TCLL 20,0 PST TOLL 20.0 PSF LOCATED ANYWHERE IN ROOF, CAT 11, EXP B OR C. WIND TCDL-5.0 PSF, WIND TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF. BCDL=5.0 PSF. BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128"X3" GUN NAILS AT 2" O.C. TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED DURJ AC. 1.25 DUR.FAC. 1.33 DUR,FAC. 1.25 DUR,FAC. 1.25 THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFT CONNECTION REOUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. 2-0-0 OH MAX i I L i I I I 2L MINIMUM PLT TYP. Wave TPI-2002 Design Criteria: TPI(STD) -AWARNIN6AA TRUSSES REOUIRE EXTREME CARE 1. FABRICATION, MANOL I G. SNIPPIN£. INSTALLING AND BRq REFER 10 BC51 1-01 1BUIL DING COMPONENT IA f TY INFDRMAT ION,. IUBL ISHID BY "I (IRUSS PLATF INSTITUT3 D'QtlOf R10 DR.. so Tf 200. MADISDN, VI 13/"1 AND YTCA EY0011 TRUSS [QUtl[Il Of AMERICA. 6300 ENTERPR MADISON, WI 63719) FOR SAFETI PRACTICES PR 'DR TO PERT DRMING THE S1 FUNCTIONS. UNLESS OTHERYISE IN0D. TOP CN DOD SMALL NA YF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALI HAVE A PROPS RLT AD RIGID CEILING. A`1MPORTANT-FURNISH A COZY Of THIS DESIGN TU THE INSTALLATION CONTRACTOR, ALPINE ENGID A L P I N E PRODUCTS. INC. SHALL NO] BE RESPONSIBLE fQR ANY DEVIATION FROM 1NI5 OE SIGH; ANT FAILURE 10 BUE TRUSS IN COME ORNA N[E YIIN iPl: OR FABRIEATIOG. HAMpLiNG. SHI/PIN6. iNSIALI IYG i BRA[I tlG OF T DESIGN CONTI) MS WIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. CONNECTORPLATES ARE MADE OF 2D/18/16GA EY,N/S/K) III" A613 GRADE AO/6O (Y. K/H,S) GALI. STEEL. APLATES 10 EACH FACE OF TRUSS AND. UNLESS 0THE.I',LOCAIED OMTNIS OF IT6 . POSITION PER DRAY. NGIt.ABINSPICTIOM OF PLAITS TOLL QMED BY 11) SHAH B[ PER AN tlfX A7OFTPiI-200tSEC.3. A SEAL S1� c_11�J p�.11�. DR AYIMG 1NDICATTSACCEPTANCE OF IROFESSIDNAL ENGI NEERIN6 RE SIONSIBIl7TY SOI EIY FOR THE TRUSS COT p g and FIW j DESIGN SNOYN. TNF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 13 THE RESPONSIBILITY OF THE HamesCity, FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Y:0 0 * FL 1 TC LL TC DL BC DL BC LL TOT.LD. E 20.0 7.0 10.0 0.0 37.0 - PSF PSF PSF PSF PSF REF R081--48357 DATE 03/28/05 DRW HCUSR081 05087492 HC-ENG KD/ SEON - 24952 DUR.FAC. 1.25 AS5-02 SPACING 24.0" JREF- R081CSDTAD km-10 UL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 jZE BRACING T OR —LA —RACE SCAB BRACE- 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 i ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB, APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L BRACING APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 16d T BRACING COMMON NAILS 6. O.C. BRACE IS A OR MINIMUM OF 80% OF WEB MEMBER L BRACING LENGTH T-BRACE L-BRACE SCAB BRACING APPLY SCAB(S) TO WIDE FAi NO MORE THAN (1) SCAB PEI ATTACH WITH 10D OR 128X9 NAILS AT 6. O.C. BRACE I'. 80% OF WEB MEMBER LENGTH 'E PLT TYP. Wave TPI Design Crit: TPI-2002 7.02.0 0 OTY:O FL 1 E - Scale =.25" Ft. ••WARNING•• TRU55ES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RfF ER TO BCSI 1.03 (BUILDING COMPORENT SAFETY /NFORMAIION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 4A T C L L 30. 0 P S F R E F R 0 8 1 _ 4 8 3 5 7 D'ONOFRIO DR.. SUITE Z00. MAD(SON, W1 537191 AND WICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISEMAD FOR P (NG UNLESS • •• T C D L 1 5 . 0 PSF DATE 0 3 / 2 8 / 0 5 PANELSIRFO ANDTHESE OPICNORDWSHALLINA YE PROPE RII ATTACMEDSS TRUCTURAL BOTTOMUCHORDN SHALL MAYE AF PROPERI YIMOTAC MFD RIGID CEILING. • •� •• 0 2 •; BC DL 10.0 PSF ' DRW HCUSR081 05087483 -"- ALPINE P I N E ) —IMPORTANT" " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED PRODUCTS, INC. SHALL NOT RE RESPONSIBLF FOR ANDfYIAiION FROM THIS DESIGN: ANT FAILURE i0 BUILD E TRUSS IN CONFORMANCE WITH TPI: OA iwBRICATIMG. HAMDL LNG, SHIPPIM6. INS/AILING B BRACING Oi TRUSSE • * * _ * B C L L 0.0 PSF H C E N G / ( - - DESIGN EDNFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNf CTDR PLATES ARE MADE OF 20/18/16GA (W,H/S/X) ASTM A653 GRADE 40/60 19. X/H.S) GALY. STf EL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA2 • •i �0% p 3 TOT . L D . .-. _.._. 5 5 0 P S F .___ — S E O N 52927 _. __-. ... Alpine Engineered Products, Inc. HainesCi FL 33844 ty. ART INSPFCTIOA Oi PLATES FOLLDW[D BY (1) SNAIL BE PER ANNEX A3 Di TPI: 20D2 SEC.3. A SEAL ON THIS DP AWING INDICATES ACCEP LANCE DF PROFESS I OM AL ENGINEERING RE SPO N5IB IL I TY SDI EII FOR THE TRUSS COMPOMf NT DESIGN SNOWM. IHE SUITABILITY AND USE OF THIS COMPDNENT FOR ANY BUILDING IS THE RESPONSIBILITY OF T,IE flU1LDING DFSIGNER PfR ANSI/TPI 1 SFf. 2. — _ BBVV��•• ` ~••• s��Nat D U R F A C . 1.33 (` p... A S 8 D 2 --"_—_ .--- JREF- R081CSDTAD ---- ---------- ------'--------- SPACING 24.0" TUIC nLlr DOVDADI:n FRnM rnMP11TFR INPHT !LOADS & DIMENSIONS) SUBMITTED BY TRUSS-.-MFR. (WAD-HC) THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY. + 2X8 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4' OC. OR GUN NAILS @ 3" OC. MAXIMUM CRIPPLE LENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 2X4 SP #3 RIDGE BOARD CRIPPLE VON OC. MAX *** 3-16D TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. 5T07 (TYP) TRUSSES BELOW @ 24" OC. MAX CRIPPLE SPACING 3-0-0 3-16D NAILS OR 4 GUN NAILS (TYP) 2-160 NAILS OR 3 GUN NAILS (TYP) NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING Of THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) •NOTE: USE 0.12B'X3' GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16D OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-02. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP. C. WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. 3-16D NAILS ** W=7"12(5.5"@45) PLT TYP. Wave TPI-2002 Design Criteria: TPI(STD) QTY:O FL 1 E - ••WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. BEE ER TD BCSI 1 03 (BUIIDING COMPONENT SAFETY INFDRMATI. 1. PUBLISHED BY "1 (TRUSS PLATE INSTITUTE. 503 D'DNOFRIO DR., SUITE 200, MADISDN. YI 537791 AND 4TCA (WOOD TRUSS COURCIL OF AM[BICA. 6300 ENTERPRISE IN, MADISON. WI 537/B) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE •N ' j •PA •� :�v T C T C L L D L 16.0 15.0 P S F PSF R E F R 0 8 1 - 4 8 3 5 7 DATE 0 3 / 2 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTON CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. u 12 BC DL 0.0 PSF DRW HCussosl 05087463 H C - E N G K D / ALPINE ••IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER[ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TR U55 18 CONi IIRNANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING B BRACING Of TRUSSES. * BC L L 0.0 PSF S E Q N - 24891 OE SIGN CONE 0RM5 W TM AP PI ICABIE PROYISIDNS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CORRECTOR PLATES ARE MADE Of 20/18/16GA IY,H/5/K) ASTM A653 GRADE ND/60 (W, K/M,S) GALV. STEEL. APPLY PLA"5 TO EACH FwCC DF TRUSS AND. UNLESS OT HERWISf LOCATED ON THIS DE ST6N, POSITION PER DRAWINGS 160A Z. Q�wx j •: •�/.j �l,F ]/�j� D �f �••A / US/ ( p T 0 T L D. 31.0 P S F DUR . FAC . 1 . 25 .L C WF1U O� IIIC I��-•,L IncDRAWING Alp Engine 1r.'WI Products FL Inc City, ANY INSPECTION OF PLATES FOLLOWED BY (1) SMAII BF PER ANNEX A3 Of TPI1 Z002 SEC.3. A SEAL ON THIS IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN! DESIGN SHOWN. THE SUITAB ILL Ti AND USE Of THIS COMPONENT FOR ANY OU II DI NG IS THE RESPONSIBILITY OF T"f BUILDING DESIGNER PER ANSI/YPI I SEC. 2. _ pjB'V► f �OBB• .'" �s o �V NA SPAC I NG 24.0" JREF R081CSDTAD .... nfn c1XnM Pnu-rco INIDIIT /I nAnr It 111MFNCIf1N41 CURMITTFD BY TRUSS MFR. 1/ UZ) 130 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-02, ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. + FOR VERTICAL WEBS NO MORE THAN 4'0": W1.5X3 FOR VERTICAL WEBS GREATER THAN 4'0": W2X4. * SPLICE, PEAK. AND HEEL PLATES TO MATCH COMMON TRUSS. ** 2X4 OR GREATER CHORDS. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF DUR.FAC. 1.25 DUR.FAC. 1.33 DUR.FAC. 1.25 DUR.FAC. 1.25 FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8' O.C. STAGGERED 4" BRACING DEFINITIONS: NOTE: 'END ZONE' EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"0" NAILS @ 2- OC. IN END ZONES: 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP 03 'L- BRACES. ATTACH EACH WITH 0.128"X3- NAILS @ 3- OC. IN END ZONES; 6" OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N "L' BRACE. ATTACH WITH 0.128-X3- NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. (0) (2) 2X6 SP #2 N "L' BRACES. ATTACH EACH WITH 0.128"X3- NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP #3 DEFLE4- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 STUD TION NO "L" BRACE "L" BRACE "L" BRACE "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) 24' L/240 3'10' 7'7" 9' 6" 12' 3' 14' 0" 24" L/120 4' S' 7'7' 10' 3" 12' 3" 14' 0" 16" L1240 4' 4" 9'2" 10111" 14' 0" 14' 0" 16" L/120 5' 6' 9'3" 12' 8" 14' 0' 14' 0" OVERHANG DETAIL ++ LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 1-0-0 + (TYP) INCLUDES MAX FASCIA REFER TO TABLE FOR BRACING REQUIREMENTS. % Id *� ALT. GABLE SHAPES: u -�-� Over Continuous Support U=125 PLF Note: All Plates Are 2X4 Except As Shown. (Customer Specific Details - GABLE) PLT TYP. Wave TPI-2002 Design Criteria: TPI(STD) 1 QTY:O FL 1 E - Scale 'WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLIN6 AND BRACING. REFER TO SCSI I DJ LOUIIDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ w ■_ v T C L L 2 0. 0 PSF R E F R 0 8 1 - 4 8 3 5 7 _ DATE 0 3 / 2 8 / 0 5 ALPINE MATT SON,OY/R 5J119)lF ORO SAFETYI PRACTICESJPR IONA ID PERFORMING THESE IUNCII0.'. RUNLESS OTHERWISE[ INDICATIN TOP CHORD SMALL HAY! PROPERLY ATTACHED STRUCTURAL PANELS ANO 8OiTOM CMORO SHALL HAVE A PRDPERIT AT/ ED RIGID CEILING. •'IMPORTANT*"FURKISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD ME TRUSS IN COMFIT MAKE MIT. 111: ON FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSS ✓•" \� "� ••_ •" v O •:� S : * T C D L BC DL /+ B C L L 7.0 10.0 P S F PSF PSF DRW HCUSROBI 05087488 H C - E N G K D / S E Q N - 24860 IOC EN LRCCICa PFOfIII Inc.DRAWING Hanes City FFLL1133844 `J. OESIGN CDMF DAMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALPIN CONNECTOR PLATES ARE MADE OF 20/I8/166A IW.N/S/K) ASTM A&S3 GRADE 40160 IN. K/M.S) DALY. SIEEI. APPLY PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED OM THIS DESIGN. POSITION PER DRAWINGS 160A Z. ANYINSPECTION Of PLATES FOLLOWED BY (1) SMALL BE PER ANNEX AT OF TP11 2002 SEC.O. A SEAL OM THIS INDICATES AC Cf FIANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN OWN. THE SUITABILITY AND USE of THIS COMPONENT FOR ANY Bul1oING Is THE RESPONSIBILITY OFTHE BUIIDING DESIGNER GKfR PIN AN51/1P1 1 SEC. 2. Ai A+,E� D �•:'•• C /UsjDV� O Ri r"•� `W 30NafL T 0 T . L.D. 37.0 PSF D U R F A C . 1.25 7 A 1 / - 02 SPACING 24.0" JREF R081CSDTAD THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99507-U76 / 1733B ( ) Z1/ - Al Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. L 0-4-1 T 120 mph wind, 21.98 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL-5-0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. -Deflection meets L/360 live and L/240 total load. 4X,6= LAY ID I— 4X4 (A2) 4X4 (AZ) 1-0-0 —7-6-0}F 7-6-0 I 15-0-0 R=1183 U-403 W-4" 0-0-0 Over 2 Supports 1-0-0 7-6-0 ��F 7 6-0—� 15-0-0 J (99507-U76 / 1733B ( ) Z1/ - A1) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10(0) 7.22.1122.0 PLT TYP. Wave "WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDL I MG. SHIPPING. INSTALLING AND BRACING. BCSI 1 03 COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAT[ IMSIIIUTF, 5B7 REFER TO (BUILDING TRUSS D'ONOFRID DR.. SUITE 200. MADISDM, MI 57]19) AND I CA 1MODD TRUSS COUNCIL OF A"11ICA.."'OVER 'BlRISE LN. S / IMDISDN. WI 57]19) FOR SAFF TY PRA C TICE SPR 'DR TO PE RF ORMIMG SE FUNCTIONS. LIMLF SS THER I SE INDICATED. 10P CHORD SHALL HAVE PROPERLY ATTACHED ST:UCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 •'IMPORTANT•"F URNISx A COPY OF iN15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVlAT10N IRON TXIi DESIGN; AMY FAILURE TO BUILD IN * 1 l� ALPINE IRU SS IN CONFORMANCE YItl1 TPI: DR FABRICAIIMG. NANDLI NG. SHIPPING. INSTAII IMG X BRAll NG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIDM$ OF NDS (NAIIONAI DESIGN SPEC. BY AFAPA) AND TPI. ALPI XE CONNECTOR PLATES ARE MADE OF 2D/1B/IGGw (Y,M/S/N) AS TM AGSJ G0.ADE AD/GD IN. X/N,S) GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS 01HERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 1GOA-2. FOLLOWED BY SMALL BE PER ANNEX AJ OF TPII-2002 SEC.J. A SEAL OM THIS AP Alpine Engineered Products, Inc. 19SIIred Morley 1 •le) HB]DBSCITY,FL 33844 ANY INSPECTION OF PLATES (1) DRAWING INDICATES ACCEPTANCE OF PROR SSIOMAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OFSIGN SXOWN. TMF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. .A ORM �� w"��•, R-1183 U=403 W=4" - 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 F DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R081-- 61281 DATE 05/02/06 DR W CAUSR081 06122BHO CA-ENG JRG/GWH SEQN- 52004 FROM GSB JREF- 1SWVO81_Z66 . Inc 1 17'1 QR f 1 71 / - AAF THIS DWG PREPARED FROM COMPUTER INPUI ILUAU�, B UIMtM>IuN>) >u Dru LlEu DI Ift— fop chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 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= 120 mph wind, 21.98 it mean ngt, A�)Lt /-uc, E.LDJLU VtU9 , —v<< anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC OL-5.0 psf. Refer to drawing iICUSR081 05087488 or 458 for stud verticals and bracing details. Gable end has been designed for in -plane loads only. It is the responsibility of the building designer to design the roof and ceiling diaphragms and specify connections to transfer all out of plane loads into the ceiling diaphrams. Bottom chord checked for 10.00 psf non -concurrent live load. 6-7-1 18-8 4X4(A2) = 5X5= 4A4kAc) = 1-0-0 15-0-0 15-0- 30-0-0 Over Continuous Support R=79 PLF U=27 PLF W=30-0-0 Note: All Plates Are 2X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ - AGE) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.22.1122.01 **YARNING** TRUSSES REQUIRE EXTREME CARE IM FABRICATION. MANDL I MG. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILOIMG COMPONENT SAFETY INFORMATION). PUBLISHED BY IP1 (TRUSS PLATE INSTITUTE. 683 D'ONOf 010 DR., SUITE 200. MADISDN. WI $3T19) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I", M*. MADISOM, W1 531191 FDR SAFETY PRACTICES PRIOR TO PERFORMING INESE fUNCIIONS. UNLESS OTH ERNI SE IMOTCAiED. � A. !M� TOP CHORD SNAIL XAYF PR LIPE RIY ATTACHED STRUCTURAI. PANELS AND BOTTOM CHORD SHALL. HAVE A PROPERLY AITwCHED CCIG RIGID CEILING. ` **IMPORTANT**F OR MI SH A CDIY OF THIS DESIGN TO THE INSTALLATION COMINACTDR. ALPINE ENGINEERED 7 0' 2 ALPINE PRODUCTS. INC. SMALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE y fRUSS IN COME FOR WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING R BRACING OF TRUSSES. 7! DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALP)ME TATE OF C ON NE CTOP PLATES ARE MADE Of 20/IB/16GA (W ,H/S/N) AST" A653 GRADE AO/60 (Y. X/H,5) GALY. STEEL. APPLY PtA TES TO EACH FACE OF TRUSS A.D. U.CSS OTHERMI SE LOCATED OR THIS DE SIGH. ILIST iION PER DRAYINGS 160A 2. N'� Alpine Eilgitreered Products Inc.ANY INSPE ClION OF PL AlES FOLLOWED BY (1) SHAH 8E PER ANNEX A3 DF TPII-2002 SCC 3- A SEAI ON THIS / OiiltllY �u." I ORwMING INDICATES ACCEPT "CC Of PROFESSIONAL EMGI VEERING RFSP ON SIB ILITf SOIEIFOR THE TRUSS COMPONENT * *A IM MINLY DITYG DESIGN SHOWN. THE SUITABILITY AND US F OF THIS CDHPOMCMT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE N" HN1N(s C119. FL 33344 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 1. - _ Wpjit 1-0 0 Ty FL 1 E - Scale =.25" Ft. p * TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 61282 DATE 05/02/06 DRW HCUSR081 061228HR HC-ENG GDL/AP SEON- 52.014 DUR.FAC. 1.25 FROM GSB SPACING 24.0" JREF- 1SWV081_Z66 VMS �. THIS UWG YH[YAH[U FHUM L.unrultn Inrul > " I17c I 171In / 1 71 / - A2 1 13 a.. ..t lnr>t cri op chord 2x4 SP #2 N 120 mph wind, ZI.i5 TL mean IIyL, M.31.L I f- within 4.50 ft from roof edge, CAT 11. EXP B, wind TC DL=4.2 psf, wind ot chord 2x4 SP #2 N Webs 2x4 SP #3 BC DL•=5.0 psf. 4 rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly Bottom chord checked for 10.00 psf non concurrent live load. attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 0-4-1 T 4X4= 4X8= 4X4(A2) 1-0-0 1-0-0 �----7-6-1 a{F 6-4-7 -1-2-3-0+----6-4-7 7-6-1---3N. 1 13-10-8 2-3'0I 13-10-8 R=1182 U=398 W=4" 0-0-0 Over 2 Supports (99507-U76 / 1733B ( ) Z1/ - A2) Design Crit: TPI-2002(STD)/FBC C RT=lIV) 1.95 10 0 7.22.1122.01 PLT TYP. Wave **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. PUBLISHED BY "1 (TRUSS PLATE INSTITUTE. S83 REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION). D'DNDFRIO IR.. SUITE 200. MADISON. NI 53]1V) AND NTCA (MIDI TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. 70 PE IT ORNI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. -• ' t *" N HADI'D.. MI SJ719) FOR SAFETY PRACTICES PRIDR BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED TOP CHORD SHALL XAll PROPERLY ATTACHED STRUCTURAL PANELS AND RIGID Cf ILTM6. �* EMGIMEFRE 'IMPORTANT**F URNI SN A COPY OF THIS DE SIGH TO THE INSTALLATION CONTRACTOR. ALPINE THE *PRODUCTS. IXC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIATION F0.0M THIS DESIGN: ANY FA1lURE TO BUILD INST ALL EXG t BRACING OF TRUSSES. y 7R{ ALPINE TRUSS IM COMFDRMANCI WITH TPI: OR FABRICATING. HANDLING. SHIPPING. BY AfBPA) AND TPI. ALPINE DESIGN CONFORMS XITH APPLICABLE PROVISIDNS OF NOS (NATIONAL DESIGN SPEC. A653 GRADE 40/60 IN. K/H, S) GALV. STEEL. APPLY i STATE OF CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W.H/S/K) "TM DESIGN. POSITION PER DRAWINGS I6DA-2. PLATES TO EACH FACE OF TRUSS AND, UNLESS OI"ERWISE IDCATEI OR THIS INSPECTI DX OF PlAlES FOLLOMED BY (T) SMALL BF PER ANN A3 OF TPII- 002 Sf C.3. A SEAL ON THIS Alpine Engineered Products, Inc. 1950 A4B1{Cy DMVB Haines illy.FL )3844 ANY DRAMING INDICATES ACCEPTANCE OF PRDFESSIONAI fN6INEER7MG RESPONSIBILITY SOLELY FDP THE TRUSS COMPONENT�R DESIGN SMOMN. THE SUITABILITY AND USE OF THIS CO"POMIMFFOR ANY BUILDING IS THE RESPONSIBILITY DF THE BUILDING Df SIGNER PER ANSI/TPI 1 SEC. 2. y w• c_ A R-1182 U=398 W-4" FL TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF * TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.25"/Ft. REF R081-- 61283 DATE 05/02/06 DRW CAUSR081 06122BHY FA-ENG JRG/GWH SEQN- 52006 FROM GSB JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER. INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFN. ( 9950/-U/b / 1/ssB ( ) 411 - Ad ) Top chord 2x4 SP 2400f 2.OE :T2, T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 0-4-1 i T 120 mph wind, 21.53 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL-=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 4X4= 4 X 6 (R) 111 —I 5 AYd- 4X4 (A2) LAY AT DAa= 4X4 (A2) 1-0 0 H' 1-0-0 H 0-11-8 7-6-1 5-3-15 4-4 0 4-4-7 7-6-1 7-6-1 1 5-3-15 OL 11-8 5-3-8 4-4-7 7-6-1 12-10-0 _I_ _I, 4-4-0 J- 11-10-8 J 30-0-0 Over 2 Supports R-IIB3 U-392 W=4' 5-8-3 0-4-1 18-8-12 R-1183 U=393 W=4" (99507-U76 / 1733B ( ) Z1/ - A3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.1122. FL 1 - E Scale •AYARNIN6•• IROII15 REOUIRE 111R1. CARE IN FAB0.I[AiION. HANDLING. SHIPPING. INSTALLING AND BRACING. ` T C L 20.0 P S F R E F R 0 8 1- 61284 REFER TD BCSI 1-03 (BUILDIMG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 C `• D'ONOF RID DR.. SUITE 200. MADISOR. WE $3719) AND PICA (N0DI TRUSS COU NCI, OF AMENICA. 6300 ENTERPRISE LN, Ni 'AY C •AA MAD I SON. WI 13119) 101 SAFETY P0.ACTICET PRIOR i0 PE RFORNING THESE FDA E 7I OHS. UNLESS OTHERWISE INDICATED. G N•(�% • v T C D L 7.0 P S F DATE 0 5 / 0 2 / 0 6 70P CHORD SHALL NA YE PR OPE R11 ATTACHED STRUCIURAI. PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED C RIGID CEILING. ' NO% BC DL 10.0 PSF DRW CAUSROBI 06122BHN —IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIME(0.fD ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE TO ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TB BUILD THE * 7 B C L L 0.0 P S F C A- E N G J R G/ G W H TRUSS IN CONFORMANCE YL TH TPI; DR FABRICATING. HANDLING. SHIPPING. INS TALI ING B BRACING OF TRUSSES. I_ DESIGN CONFORMS Y!7H APPLICABLE PRDYISIONS OF NOS (NATIONAL DESIGN SPEC. BV AFGPA) AND TPI. ALPINE ' TATE CONNECTOR PIA TES ARE MADE OF 20/IB/16GA IW,H/5/1) AST" A6S3 GRADE AO/GO ILT. 1/H.S1 GAL'. STEEL. APPLY �• T 0 T . L D . 37.0 PSF S E O N - 52017 PLATES /0 EACH FACE OF TRUSS AND. UNIESS 07HERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160AI.�A� - AIp++1e E+IgiDeeftd PToducls,ll+c. ANY INSPECTION OF PLATES FOLLOWED' BY (T) SMALL Of PER ANN11 A3 OF TP11 2002 SEC.3. A SEAL ON THIS VVV r OUR . F A C . 1.25 _ FROM G S B IL3��.,!�, OIIYC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPOMf NT yAAA.'• .� ^m.`/ OFS16M SNOYN. TMI SUIIABILITY AND USE OF THIS COMPONENT FDA ANY BUILDING IS THE RESPONSIBILITY OF THE `�,_p Haim cily,FE 3394+ BUILDING DESIGNER PER ANSI/I PT 1 5EC. I. SPACING 24.0 " J R E F - 1 SW V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HER. ( 99507-U76 / 1/338 ( ) L11 - A4 ) Top chord 2x4 SP 2400f-2.OE :T2, T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 0 4-1 T 120 mph wind, 21.53 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non concurrent live load. 'Deflection meets L/360 live and L/240 total load. 4X4= 4X6 (R) /11 4X4= 4X4 (A2) HI .JAG= 4X4 (A2) 1 0-0 �y 1-0-0 H 7-6-1 5 3-15 2-11-8 4 4 0 2-4-7 7-6-1 7-6-1 1 5-3 15 7-3 8 1 2-4 7 1 7-6-1 12-10-0 1 2-11-8 I 4-4-0 I 9-10-8 J R-1183 U=392 W-4" 30-0-0 Over 2 Supports (99507-U76 / 1733B ( ) ZI/ - A4) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.22.1122.01 *•WARNIN6** IN""" REQUIRE TITNIME CARE IN TABPICA/I ON. HAN.IIRe- SHIPPING. INSTALLING AND BRACING. fF EIT TD FIGS, 1.03 'BUILDING COMPONENT SAFE IY INf ORNAi1DN), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 BIT, 0-. MET. DR., SUITE ID D, NADI SDN, YI 57719) AND MICA (MOOD TRU 55 CDUNC IL OF AMERI[A. 6700 ENTERPRI Sf LN. MADISDN. NI $3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1 RIGID CEILING. ALPINE /1p1IW: GiginGGlRl Pf0�1tCW, Inc.ANY 1ne Products, Marley Haines Cily, FL 33844 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CDNTRACIDR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING N BRACING OF TRUSSES. DESIGN CONIDRMS WITH APPLICABLE PROVISIONS Of NDS INATII:AL OESIGN SPEC. BY AIIPAI AND IPI. ALPINE CO RME CT OR PL ALES ANI MADE OF 2D/1B/16GA (W,H/S/I) ASIM A653 GRADE 10/6D IN. I/H,SI GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IIOA-Z. INSPECTION Of PLATES FOLLOWED BY (I) SNAIL BE PE0. ANNEx A3 Of TPI,-2002 SEC.'. A SEA' ON THIS GNAWING INDICATES ACCEPTANCE OF PRO ESS10NAl fNGINEENING RE SPO LIST B ILIIY SOLELY FOR THE TRUSS COW" IFNT DESIGN 5HDWN. THE SUI TART LIT AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. a i i Z C V`l •.� 5-8-3 0-4-1 18-8-12 R=1183 U-393 W-4" TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR,FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R081-- 61285 DATE 05/02/06 DRW CAUSR081 06122BHX CA-ENG JRG/GWH SEON- 52011 FROM GSB JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 995U/-U/b / 1/.5313 ( ) L1/ - AD ) Top chord 2x4 SP 2400f 2.0E :T2 2x4 SP #1 Dense: :T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 0 4 1 T 120 mph wind, 21.53 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 4X4 (A2) A. JAO= 4X4(A2) = 1 0-0 1-0 0 ,H. 7-6-1 5-3 15 4-11 8 4-4-0 7-10-8 7-6-1 5-3-15 9-3-8 7-10-8 i 12-10-0 _I_ 4-11-8 J__ 4-4-0 7-10-8 _I R=1183 U-392 W=4" 0-0-0 Over 2 Supports 5-8-3 0-4-1 T 18-8 12 R-1183 U-393 W=4" (99507-U76 / 1733B ( ) ZI/ - A5) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C /RT=1.00(1.25) 10 0 7.22.1122.01 FL 1 E Scale =.25" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. M EFER TO BCSI I'" (BUILDI MG COMPARE HT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 20.0 P S F R E F R 0 8 1 61286 DATE 0 5 / 0 2 / 0 6 D'O AGFRIO DR.. SUITE 2U0, MA.ISOM. WE 531/9) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LA. MADI SON. YI 53719) FOR SAFETY PRACTICES PR 11, TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE-. TOP CHORD SHAL1. NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRDPFR I.Y ATTACMFD •. •• � /� ••': \y N • �•�� T C D L 7 0 P S F DRW CAUSR081 06122BtiW ALPINE RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLAIIOR CONTRACTOR. ALPINE ENGINEERS PRO0 CIS. INC. SHALL NOT 11 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BU11.0 THE IA USS IN CONFORMANCE WITH TPI: DP FARM1, ATING, HANDLING. SNIPPING, IMSTALIIYG R BRACING OF TRUSSES. Q' �! j NO. •� { C L C L L 10.0 0.0 PSF P S F C A - E N G J R G / G W H S E Q N 52005 DESIGN CONf DAMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFLPA) AND TPI. ALPINE EONNE[tOR PLATES AAf MAOf Of 20/1B/IbGA (Y,N/5/K) ASiM A65J GRADE 40/6D (Y, X/H,S) GALY. SifEl. APPLY PLATES TO EACH FACE OF IN SSAND. UNl[SS DTHFRYISf LOCATED OM THIS DESIGN. POSITION PER DRAWINGS 160A1. "O •i TATE OF 0 T . L D . 37.0 PSF U R . F A C . 1.25 FROM G S B AIpNN Engineered PfOdIN LS, Inc. 19% M2Mtry �G HNbNs C ,FL 33944 FL Califirate oFAsdmustow C 567 ANY IMSPFCIJON DF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX AJ OF TP11-2002 5EC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP DNSIBIIIiT SOL EIY OR THE TRUSS [OnPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FDA ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. Z. •�� O R1�P'd fl i ""�U SPACING 24. 0" J R E F- 1 S W V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 'lgbu/-U/b / 1/,735 ( ) CL/ - AD ) Top chord 2x4 SP #2 N :T1 2x4 SP 2400f 2.OE: 120 mph wind, 21.12 ft mean hgt, ASCE 7 02, CLOSED bldg, not located :T3, T5 2x4 SP #1 Dense: within 4.50 ft from roof edge, CAT II, EXP B, wind TIC DL-4.2 psf, wind Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: BC DL-5.0 psf. Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be Bottom chord checked for 10.00 psf non -concurrent live load. properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 4X4= 4X6= 0-4 1 T 'tAI— JAU= --- - 4X4(A2) 4X4(A2) 1 0-0 1-0-0 7-6-1 3-4-7 3-11-0 5 0-0 4-4-0 5-10-8 7.6 1 7-3 7 9 4-0 1 5-10-8 ( 10-10-8 _I_ 3-11-0 J, 5-0-0 ( 4-4-0 I_ 5-10-8 _J R-1183 U-384 W=4" 0-0-0 Over 2 Supports 4-10-7 0 4-1 T IS 8 12 R-1183 U-385 W=4" (99507-U76 / 1733B ( ) Z1/ - A6) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 10 0 7. 22.1122. 0jpown., FL 1 E - Scale =.25" Ft. •"WARNING"" TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO BCSI I-O7 (B U'LOIRE COMPONENT SAFETY IMF OR MATT DNJ, PUBLISHED By TPI ITRUSS PLATE INSTITUTE. 58) D'ONOFRIO ONSUI Tf iDO. NADTSOM, RI 53719) AND YTCA (ROOD IRUSS CDUNCIL OF AMERICA. 6300 ENIERPRI SE LN. MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FEINCIIONS. UNLESS OTMERNISE INDICATED 70P CHORD SHALL "AVE PROPERLY ATiACNED STgUC TURAL PANELS AND BOTTOM CHORD SMALL MAYE A PROPERLY ATTAfM RIGID CEILING. ` \" P� V •• v �,b. � z 2 0.0 P S F T C D L 7.0 P S F BC DL 10.0 PSF R E F R 0 8 1 61287 DATE 0 5 / 0 2 / 0 6 DRW CAUSR081 06122BHP CA E N G J R G/ G W H ALPINE C. LL„� Alpine GIgineffed �P WNC(S, Inc. I950�ky Drive Hsi= City,FL 33844 FL C(ati6ak of Amho iuEioO 0 567 ""IMPORTANT—rURNIsH A COPY Of THIS DESIGN TO THE INSTALLATION CONTAAC TOR. ALPINE ENGI NEf D PRODUCTS. INC. SHALL Nor BE RESPONSIBLE TOR ANr DEVIATION FROM THIS DESIGN; ANY FAILURL TD BUILD I IRUSS IN CONFORMANCE W1IH TPI: ORFABRICATING. HANDLING. SHIPPING. INSTALLING N BAACIN6 OF 10. USSE Df SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS INAIJONAL DESIGN SPEC, By AF&PA) AND TPI. AEPIN CONNECTOR PLATES ARE MADE Of 20/18/16GI (11,M/S7R) ASTM A653 GRADE AD/6D IN. X/H.SI GALV. STEEL. APPLY PLATES r0 EACH FACE Of IRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A2. ANY INSPECTION OF PLATES FBI. 0 BY(I) SHAII B1: PIP ANNEI A7 OF TPI:-t00i SfC.7. A SEAL ON 1H11 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL fNGINEERIMG AF SP Ks B ILL IT SOL ELT FOR THE (ROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. Z. 1 is i AT S A* = STATE F �• F Pfi VVV ••••�O�tOtf• �R� r• {B NI� L L 0.0 PSF T . L D . 3 7 . 0 PSF S E Q N 52019 R . F A C 1.25 FROM G S B S P A C I N G 2 4. 0" J R E F- 1 S W U 0 8 1 _Z 6 6 THIS DWG PRLPARLD FRUM CUMPUILH INMUI (LUAU➢ a UIMLNDIUN>) w oMlricu Dr , woo "rm. (99507-U76 / 1733B ( ) Z1/ - A7G) Top chord 2x4 SP 2400f-2.OE :T5 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP 2400f-2.01: :83 2x6 SP #1 Dense: Webs 2x4 SP #3 :W2 2x4 SP #2 N: SPECIAL LOADS -(LUMBER DUR.FAC.a1.25 / PLATE DUR.FAC.-1.25) TC From 55 PLF at -1.00 to 55 PLF at 31.00 BC From 20 PLF at 0.00 to 20 PLF at 30.00 TC 55 LB Conc. Load at 26.21 BC 1452 LB Conc. Load at 25.73 BC 47 LB Conc. Load at 26.21 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. 4X8= 120 mph wind, 20.71 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=-4.2 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.) Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Bottom chord checked for 10.00 psf non -concurrent live load 4X10= 3X6 (A1) '"' — J A I V — 4X10(B3) 1 0.0 1-0-0 1 8 10 8 ► 7-11-0 1 5-0-0 4-4-0 ( 3-10-8 I 0-0-0 Over 2 Supports R-1397 U=-452 W-4" (99507-U76 / 1733B ( ) Z1/ - A7G) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT=1.00 1.25 10 0 7.24.1230.16 ••WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING.. ♦� i�i� Rf FER TD BCSI 1-01 (BUILDING CONPDHENT SAFETY IIIFDRMAIIDN), IUBLISNED BY 111 IIRUSS PLATE INSTITUTE. Sel ` LU D'DMOFRIO DR.. SUI IF 2D0. "AD1111. WI 11111, All NTCA (WOOD TRUSS 10011II OF AMERICA. 110D ENTERPRISE LM, • �� MADISDN. WI 53719) FOR SAFETY PRACTI TICE PRIOR 1D Pf Ri OR HI NG I. SE fUNCTI DN S. UNLESS OT HERWISF INDICATED. •A TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED c RIGID CEILING. A. —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN..... I REERED o ALPINE APRUDU[TS. ISHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE TRUSS I■ CON" :CO.DNAMCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INST ALl1NG i BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROV1SIR", OF NDS IMAT TONAL DESIGN SPEC. BY AFGPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/I8/I1GA (N.H/S/R) ASTM A111 GRADE 00/11 (W, R/N.S) GALI. STEEL. APPLY •: STATE PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHE A" SF LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A E. w 0. _,.'^�11� ANY INSPECTION DF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPII-2002 SEC.I. A SEAL ON THIS Alplile C Qi •'A ^�OR1 I.ID Idfto&Marley DRAWING INDICATES ACCEPTANCE OF PRNAL OFESSIOENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSOMPO CNENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haim City. FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. Ma AW R=2523 U-817 W-4" QTY:1 FL 1 E - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 4-0-7 Scale=.25"/Ft. REF R081-- 61288 DATE 05/02/06 DRW HCUSR081 06122767 HC-ENG GDL/AP SEQN- 21127 FROM JTH JREF- 1SWV081_Z66 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 vtfw/-U/o / 1/ss0 L ) L1/ - D1 ) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 0-4 1 T 4X6(R) IN —1 5 VAN= t)AS= 4X4 (A2) 120 mph wind, 20.80 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/360 live and L/240 total load. 2X419 4A4(AL) = 1-0 0 H 940 >1<24031- 700�E700� 1 9-4-0 1 2-4-0 I 7-0-0 I 7-0-0 R=1022 U=326 W=4" 5-8-0 Over 2 Supports R=962 U=299 0-4 1 18 8 12 4-2 11 (99507-U16 / 1733B { ) Z1/ - B1) Design Crit: TP1-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25)/10(0) 7.22.1122.01 FL 1 E - Scale =.25" Ft. ALPINE '•WARNING•- TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER IO BCSE 1 01 (e UIL DING COMPONENT SAFETY IYL DRIU 110N). PUBLISHED 11 TPI (IRU55 PLATE INSTITUTE. 1.1 D'ORDERID DR., SUITE 20 D. NADIS ON, N1 53119) AND 91CA LYDOD IRUSS COUNCIL OF AMf PICA. 63D0 ENTERPRISE IN. MANION. NI 53719) FOR SAFETY PRACTICES PRIOR TD PE REORMING INESI FUN 0NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANIIS Al. BOTTOM CHORD SMALL NAPE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT —FURNISH A COPY Of THIS DESIGN TO THE INSIALLAiION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE IRU55 IN CONFORMANCE HIT" TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING B BRACING OF TRUSSES. : * / •�` • •••• C 10. y }R S T C L L T C D L BC DL BC L L 20.0 7 .D 10.0 0.0 P S F P S F PSF P S F R E F R 0 8 1 61289 DATE 0 5 0 2 0 6 _-_ DRW CAUSR081 06122BHU C A- E N G J R G/ G W H S E 0 N- 52015 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI, ALPINE CONNECTOR PLATES AR{ MADE OF 20/IB/166A I1.H/S/e) ASTM A651 GRADE 10/60 IN. R/H,S) 6A11. STEEL. APPLY PLATES TO EA CM FACE Of 1R U55 AND. UYLE SS Of HER IS EDC AXED ON lMI5 DF ES GN, POSITION PER DRAW1tlGi 160A-1. • C �x Or N7 R f. r s T 0 T. L D. 37.0 P S F D U R . F A C . 1.25 FROM G S B Products, Alpine En IneeTed PFOd11Ct8,lnc. p g Mlaliey Drive Hai9111950 City. FL 33844 FL CCdifK&t of ANlltmi2aEin1 N 567 ANY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANNEX A3 OF TPII-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITI SDLLLY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. ••. ss C 0 n101 B7 � ; ,� SPACING 24. 0" J R E F- 1 S W V O 8 1 _Z 6 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. (9950/ U/b / 1/33H ( ) cl/ - ncu) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #1 Dense: Bot chord 2x4 SP 2400f-2.OE :B2 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 :W2, W6 2x4 SP #2 N: SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at -1.00 to 55 PLF at 25.67 BC From 20 PLF at 0.00 to 20 PLF at 25.67 TC 59 LB Conc. Load at 20.60 TC 99 LB Conc. Load at 20.76 BC 544 LB Conc. Load at 16.73 BC 415 LB Conc. Load at 18.73 BC 45 LB Conc. Load at 20.60 BC 61 LB Conc. Load at 20.76 (Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load 4X6= 4X4 (A2) 120 mph wind, 20.80 ft mean hgt, ASCE 7-02, CLOSED Bldg, located anywhere in roof, CAI 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X8(A2) 4-2 11 1 0-0 9-4-0 I 4-4-0 I 7-0-0 1 5-0-0 j 25-8-0 Over 2 Supports j R-1371 U=447 W-4" R-1837 U=598 W=8" (99507-U76 / 1733B ( ) Z1/ - B2G) PLT TYP. 20 Gauge Design Crit: TPI-2002(STD)/FBC HS,Wave C RT=1.00(1.25) 10(0 7.24.1230.16 QTY:1 FL 1 /E Scale =.25" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN IABRICA11DN. MANOL1$6, SNIPPING. INSTALLING AND BRACING. REFfa 10 BCS( 1 03 (BUILDING CDMPONE NT SAf EiY INF ORNAiION), PUBLISHED BY TPI (TRUSS PLATE IIITIIUTE. 58D TC L L 20 .0 P S F R E F R 0 8 1 61290 DATE 0 5 / 0 2 / 0 6 ALPINE .1 C- -J Alpine EEI .DCCERI PEoducts, Inc.NY 1) gl 1950 MarleyENlve Haines City, FI, 33944 D'DMDf RIO OR.. SUITE 200. MA SON. YI 5l)19) AND Y1[A (WOOD TRU51 COUM[Il DF AMERI[A. 6100 ENTFRIRISE lN, TOP( CHORD SMALL I HAVE OPROPERLY ATTACHEDR SAFETY PRIOR TD STRUCTURAL PANELS(NG ANDHESE BOTTOMCHORDS. SHALL UNLESS HAVE ATHERWISE PROPERLY( ATTACHED RIGID CCII LNG. r"IMPORTANT"•FURNISH A COLT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS PR ODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD TM TRUSS IN CONiORMANCE WITH JPl: OR FABRICATING. HANDLING. SNIPPING. INSTALLING B BRACING Of IPUSSES. DESIGN CONFORMS NIIH APPLICABLE P40VISION$ Of NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATFS AREMADE OF 20/IB/16GA IW.11/S/K) ASTM A653 GRADE 40/60 IN. K/M,5) GAIN. STEEL. APPLY PLAI[S 10 EACH FACE Of TRUSS AND. UMLE SS OTHERWISE LOCATED ON TNIS DESIGN, POSITION PER DRAWINGS 160A1. INSPECTION OF PLATES FOLLOWED BY (1) SHAII BE PER ANNEX AD OF I 11 2002 SECA. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING R[SION51B1lITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. Z. A••v` "E~� P� ',• \ ' �� N STATE OF r ',,/�`� pPr A O R' r•N '� 4 § T C D L BC DL p 8 C L L TOT. L D . 7 D 10.0 0.0 37.0 P S F PSF PSF P S F DRW HCUSR081 06122773 H C - E N G G D L / A P S E Q N 21 120 DUR.FAC. 1.25 - FROM JTH ( L 4 . 0 H SPACING J R E F 1 S W V 0 8 1 _Z 6 6 /O0rn7-117r, / 1711R / 1 71 / - rS1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY IRUSS MFR. Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL. LOADS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at -1.00 to 55 PLF at 18.67 BC From 20 PLF at 0.00 to 20 PLF at 18.67 BC 397 LB Conc. Load at 16.73 2X4 (Al) 1L�o 120 mph wind, 20.80 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be pfoperly 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. 4X6= 9-4-0 _1_ 9-4-0 18-8-0 Over 2 Supports R-799 U=260 W=4" R-1057 U-344 (99507 U76 / 1733B ( ) Z11 61291--05) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.24.1230.16 OTY:1 /FL -/1 E - Scale =.375" Ft. ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 61291 REFER TO SCSI i-0) (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IF] (TRUSS PLATE INSTITUTE. 503 F D'DNO, R10 DR.. SU1TF 20D. IUD150N, NI 5J719) AND YTCA (MOOD TRUSS COUNCIL OF AM[R1CA. 6300 ENTERPRISE lN, VS "•�A.nDU/. T C D L 7 D P S F DATE 0 5 / 0 2 / 0 6 MADISON, NI 53Z19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. `` M TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED '� •� RIGID CEILING. • v •'IMPORTANT•"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED Nd` BC DL 10.0 PSF DRW McusRoal o61zv7o ALPINE PRODUCTS. INC_ SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TOE p L L 0. 0 P S F H C E N G G D L/ A P IRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES. DESIGN CONTOR MS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND FRI, ALPINE CONNECTOR PLATES ARE MADE Of 20/10/16" (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY STATE F ° TOT . L D. 37.0 P S F S E Q N 1 2 6 9 5 3 R E V PLATES /O EA CM FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 8E PER ANNEX A3 Of IPII-2002 SEC.3. A SEAL ON THIS �. / Alpine Engineered,LProducts, Inc. DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ^A OR :..' D U R . F A C . 1.25 FROM J T H I950 MBIIty Drive DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBII [IV Of THE \' TW...••• Haim City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. SPACING 24.0" JREF- 1SWVO81_Z66 FL Catifiole of AW1Xw ahM 6 567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 910!IU/-U/O / 1/3JT) ( ) L1/ LD Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5 (- 0-4 1 2X4(A1) _ 5X8 (R) 10 4 X 4 =_ 120 mph wind, 20.80 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L1240 total load. 5 4 2-11 4X4� 1 2-1 18-8-12 2 X 4 111 1Ic 9-4-0 7 4-0 ,1 I` 9-4-0 7 4-0 1 I _ 9-4-0 _L_ 7-4-0 _1 PLT TYP. Wave ALPINE 7 Alpine Engineered Products, Inc. !950 MBFIry Dlivc Heins CNv. FL 33944 LrE 16-8-0 Over 2 Supports R-689 U=221 W=4" (99507 U76 / 1733E ( ) Z1/ - C6) Design Crit: TPI-2002(STD)/FBC C RT=1.00(1.25)/10(0) 7.22.1122.0 "WARN TRUSSES REQUIRE EN TREME CARE IN FABRICATION, HANOI I MG. SHIPPING. INSTALLING AND BRACING. 10 REFER TO SCSI 1 03 EBUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 ` \• D'ONOFRIO OR.. SUITE 200. MADISON, W3 53719) AND WTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADISDN, WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUMCilONS. UNLESS O1MIRWISE INDICATED. '` LOP CHORD SNAIL HAVE PROPERLY ATTACNEO SiRU[iUR AL PANELS AND BOTTOM CHORD SMAiI HAVE A PROPERLY ATTACHED V RIGID CEILING. '* I MPOR TANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCIS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE * S TRUSS IN COME ORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING L BRACING OF TR USSF S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALPINE S STATE OF CONNECTOR PLATES AR[ MAD£ OF 20118/16GA (W.H/S/K) ASTM A653 GRADE 40/60 IN. K/M.S) GALV. STEEt. AP PIY PLATES TO EASIF FACE DF TRUSS AND. UNLESS OTHERWISE tOC.ATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. �• B� ANY IMSPECIION Oi PLATES FOLLOWED BY 11) SMALL BE PER ANNEK Al OF TPI1-2002 SEC.1. A SEAL ON THIS ••• O DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMP ONE NI -!N • T1M�.•N DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE V BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Ma e4 �Vlf R-619 U=191 FL/-/1/-/E/-/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R081-- 61292 DATE 05/02/06 DRW CAUSR081 061228HV CA-ENG JRG/GWH SEON- 52003 FROM GSB JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99507-U76 / 1733B ( ) Z1/ - C4 ) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 0-4 1 4X6= T2 120 mph wind, 20.52 ft mean hgt, ASCE 7-02. CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-4-2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 'Deflection meets L/360 live and L/240 total load. 4X8= 0-4-1 2x4(Al) ZX4(Al ) 1`�— 0 J 8-0-0 '•}E 2-8-0� 8-0-0 8-0-0 _ i 2-8-0 i 8-0-0 R=759 U=240 W=4" 18-8-0 Over 2 Supports (99507-U76 / 1733B ( ) Z1/ - C4) Design Crit: TPI-2002(STD)/FBC C RT=1.00(1.25) 10 0 7.22.1122.0 PLT TYP. Wave • •WARNING*• TRUSSES RFOUIRE EKTRCME CARE IN IABR ICATIDN, HANDLING. SHIPPING. INSTALLING AND BRACING. RfF E0. TD BCSI 1 07 (BUILDING COMPONENT SAFETY INFORMATION(, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 A. / •�• D'ONOFR)O DR.. SUITE Z00, MADISON. NI 53719) AND 4TCA (YOOD TRUSS COUNCIL Of AMERICA, 6300 FNIER PRISE LN. FOR SAFETY PRNCTICES PRIOR 10 PERFORM]KG THE Sf fUNCT10N5. UNLESS OTHERWISE INDICATED. •••O • •` MADISON. YI 53719) TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED v C' N IGID COILING. Nil. •IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFCR FAILURE i0 BUILD TN *PRODUCTS. ALPINE INC. SMALL NOT BE RESPONSIBLE FDR ANY DEYINTION FROM THIS DESIGN: ANY i RUSS IN CDYF ORMA NC N1 TH TPI: OR FABRICA LING. HANDLING. SHIPPING, INSTALLING t ITNG OF TPUS SF S. DESIGN CDNFORMS YITH APPLICABLE PRDY IS.ONS Of NDS (NATIONAL DESIGN SPEC. BT AF1PAl AND TPI. ALPINE •'� ST E OF COIINF CTOR PLATES ARE IMDE OF 10/1B/76GA (Y,H/S/K) NSTM A651 LRAOE AO/60 (N. K/H.SI GALV. SIFEI. APPLY PLATES TD EACH FACE Of TRUSS AND. UNLESS OTHERNIS, LOCAT TD Otl THIS DESIGN. POSITION PF0. 00.AY1 NLS 160A Z. s F�., --_vJ �y� AIpIIN FDgiDCCICd PTOIIUCIS, Inc I9SO Ih1YC Malley Hams City, FL 33944 ANY INSPECTION OF PLATES FOLLOYED B1 (II SHALL BE PER ANNER AJ Of 'PIT ZOOZ SEC.3. A SE AI ON THIS DRNYING INDICATES NCCEPTA N[E Of PROFE SSIONAI CYGINf FRIYG RESPOYS181LITY SDL ELY F00. IHf TR U55 LUMP OYENI DESIGN SH DHM. THE SOIABII ITT AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. Z. _ _ [O RtO ..•••• M i- R-700 U-212 W-8" FL/-/1/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 3-8-1 18-8-12- or 9-4-0 Scale=.375"/Ft. REF R081-- 61293 DATE 05/02/06 DR W CAUSR081 06122BIE CA-ENG JRG/GWH SEON- 52018 FROM GSB JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 995U/-U/b / 1/.S.St$ ( ) LI/ - L,.3 ) Top chord 2x4 SP #1 Dense :T2 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. R 4X6= T2 120 mph wind, 20.11 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B. wind TC DL-4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 'Deflection meets L/360 live and L/240 total load. 4X8= 4X4(A2) = 4X4(AZ) 1� 6-0-0 �4F 6-8-0 I_ 6-0-0 _I, 6-8-( 18-8-0 Over 2 Supports R-757 U-235 W-4" 1 o 6 0-0 6-0-0 _I R=757 U-235 W--8" 2-10-1 0-4-1 18-8-12 r 9-4-0 (99507-U76 / 1733B ( ) Z1/ - C3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.1122.01 FL 1 E Scale =.375" Ft. ALPINE c,, pp,�,�,yy��,�, Alpine Engineeir d Prod w(S, Inc. IM Marley Dllvc Haines City, F►. 33944 FL Cmifiac of Aa6DEitstion 11567 ••WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING- SHIPPING. INSTALLING AND BRACING. 0.EFER TO SCSI 1-D3 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE. 593 D'ONOFRIO DR.. SUITE 200. MADISON. YI 53111) AND PICA (WOOD TRUSS CDUNCIL Of AMERICA. 6300 ENTERPRISE IN, MADI SOX, 41 5311V) FOR SAFETY PRACTICES PRIOR 10 PEAf ORNIM6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH DRD SMALL XAYF PROPERLY AT TACNED STRUCTURAL PANELS AND BO[TDM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT* 'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. 1tlC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TAU5S IN CONE OP NANCE LATH TPI: OR FABRICATING. HANDLING. SHIPPING- INSTALLING E BRACING Of TRUSSES. DESIGN CONFORMS N17N APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPEC. BY Af BPA) AND TII. ALPIN CONNECTON PLATES ARE MADE Of 20/I8/16GA (Y,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GAL V. STEEL. APPLY PLATES 70 EACH FACE OF TRUSS AND, UNIT OTHf RYI Sf LOCATED ON INIS DESIGN. POSITION PER DRAWINGS 160A.2. ANT INSPfCf10N OF PLATES FOLLOWED BY (1, SHALL BE PER ANNEK A3 Of TPI1-i002 SEC.3. A SEAL ON THIS OKAYING IMOI CATES ACCEPTAMC( Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CPMPONE AI DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEE. 2. �• `�•• •• .n `I {i '•• v NA �� s * ; • TAB 1 •"A• / pp ��f �� • Q fN1D,.•• ` (Q�y TIC L L T C p1 L BC DL 8 C L L T 0 T. L D. 20.0 7 D 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 61294 DATE 0 5 / 0 2 / 0 6 DRW CAU$RDSI 0612281D C A E N G J R G / GW H S E Q N 52012 p U R . F A C 1.25 FROM G S B SPACING 24.0" JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99bU/-U/b / 1/338 ( ) /I/ - LC ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 0-4 1 —Y- 4X8= 2X4 M 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 1I, EXP B, wind TC DL-4.2 psf, wind BC DI_=5.0 psf. Bottom chord checked for 10.00 psf non concurrent live load. 'Deflection meets L/360 live and L/240 total load. 4X8= r 4X4(A2) = 4X4(A2) 1� 0 0 LLLIOJ --4-0-0 �e 5-4-0 310}F 5-4-0 >}E 4-0-0 4-0-0 _I- 10-8-0 { 4-0-0 j R=757 U-180 W-8" 18-8-0 Over 2 Supports R=757 U-180 W=8" T 2 0-1 0-4-1 9-4-0 1/- 1 4- (99507-U76 / 1733B ( ) Z1/ - C8) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.22.1122.01 QTY:1 FL 1 E - Scale=.375." Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE IMSTITUI(, 583 ID L L 20 0 P S F R E F R 0 8 1 61295 DATE 0 5 / 0 2 / 0 6 O'OMOFRIO DR.. TUITF 200. MADISON. WI 53119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE lM, HAD ISDN. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTMERWI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED �• {/ �, •� �.. . -/B ` V T C D L 7 . D P S F DRW CAUSR081 0612281J ALPINE AI. tpine Engineer,e.d�.L�Prodwts,Inc. I950••r R' Drive Haines City, FL 33RM FL Catir"e orAw6oli2alion / %7 BIG[(' CEILING. **IMPORTANT*•FURNISH A COPY OF THIS DESIGN TO THE INSIALLATIDN CONTRACTOR. ALP] ME ENGINEERED PRODUCTS. IN[. SMALL ROl BE RFSPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD III T PUSS IN [ONi ORMAMCf MIfH TPI: OR FABRICATING. HANDLING, SXIPIIMG, INSTAIIINT. t BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPEC. BY AF&PA) ANp TPI. ALPIM CON NECI OR PLATES ARE MADE OF 20/I8/16GA (W.H/S/K) ASTM A653 GRADE /0/60 (W. X/M.S) GATV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OF SIGH, POSITION PER DRAWINGS IbOA-2. DRAWING INDICATES PA[CEPTANCE OF PROFESSIDNAILBE PER ENGINEERINGERESPONSIBILITY SOLELY3FOR THE TRUSSACOMPONENT DESIGN SHOWN. TILE SU ITABIIITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. . j *AO• R/ ••�'• V •'s 01 2 Z 7R1 ATE s T .•' O��.. ` _-I�EYIF DL BC L L T 0 T. L D. 10.0 0.0 37 . 0 PSF PSF P S F C A - E N G J R G / GW H S E Q N 52009 OUR . F A C . 1 . 25 _ FROM G S B SPACING 2 4. 0" J R E F- 1 S W V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E UIMLNSIUN'�) wDMII Itu DT INUSO nrN. ( 99507-U76 / 1733B ( ) Z1/ - C2 ) Top chord 2x4 SP #2 N :T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 0 4-1 J_ 4 X 4 =_ 5 120 mph wind, 20.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. "Deflection meets L/360 live and L/240 total load. 2 7-9 0 4 1 18-8 12 4X4(AZ) 4X4(A2) 1C- O 5-6-0 1 1-6-0 7-8-0 4-0-0 9-2 0 4-0-0 i 5-6-0 _1_1-6 0_1_ 7-8-0 I 4-0-0 _I R-757 U=232 W-4' 18-8-0 Over 2 Supports (99507-U76 / 17338 ( ) Z1/ C2) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10(0) 7.22.1122.0 PLT TYP. Wave ••WARNING• ' TBUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. ]OJ COMPONENT SAFETY INFORMATION), PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. SB3 I� L REFER 70 B[SI (BUILDING D'ONDF RIO DR.. SUITE 200. MADISDM. YI 5J719i AND YTCA (MOOD TRUSS COUNCIL OF AUERICA, G30D ENTERPRISE LN, INDICATED. UNLESS OT "PROPERLY •Cjlr� MADISON. WI 53219) FOR SAFETY PR AC ACES PR ID0. TO PERFDRNI MG 'WESE FUN[110tl5. A PROPERLY ATTACHED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIURAL PANELS ABD BOTTOM CHORD SHAH HAVE RI610 CEILING. 6; •AIMPORTANT,uRNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o. PROOUf.1S. INC. SHALL N01 NE BESPOYISIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAILURE TD BUILD THE l� ALPINE T All SS IN [DNFORMA N[E MI TH TPI; OR fABRI CA ZING. HANDLING. SHIPPING. INSTALLING B 8R ACING 01 TRUSSE, . DESIGN CONE ORMS YI'. APPLICABLE PROVISIONS 01 CS (NATIONAL DESIGN SPEC. BY AF-PA) AND TPI. ALPINE ATI C...I CT PLATES ARE MADE DF 2D/1B/1GGA (W.H/S/X) ASTM A65J GBA Df AD/60 (W, X/H,S) GAL V. STf Et. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DR AYINGS 1GOA 2. PER ANNEX A3 OF TP11. 2002 SECA. A SEAL ON THIS .• • e ♦� CC'- ''''��,,,,,,ff FSLpille rJlgjliGLIGLF PTOdUC1S, Inc.NY f. IMLL. I950 elp DnVC HBinaGlyjl, 33844 FI F'PMifr YdANllminEion f 567 INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE DRAWING INDICATES ACCEPTANCE OF PROFESSIOBAI EN6I NE ERING RESPONSIBILITY SOLELY FOR THE TRUSS COMP.IT N1 OE SIGN SHOW M. iH[ SUITABILI TT AND USE Oi THIS COMPONENT FDR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. R. d1% AN - •�On F / 1 R-757 U-233 W-4" FL -/1 E - Scale =.375" Ft. SF •: )� OF D`h'� P TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REEF 61296 DATE 05/02/06 DRW CAUSR081 06122BIB CA-ENG JRG/GWH SEON- 52013 OUR .FAC. 1.25 FROM GSB SPACING 24.0" JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMIIILU O1 in0» W K. ( 99507-U76 / 17330 ( ) Z1/ C1G ) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP 2400f-2.OE: Webs 2x4 SP #3 :W6 2x4 SP #2 N: SPECIAL LOADS -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.--I.25) TC From 55 PLF at 1.00 to 55 PLF at 10.29 TC From 72 PLF at 10.29 to 72 PLF at 16.67 TC From 55 PLF at 16.67 to 55 PLF at 19.67 BC From 20 PLF at 0.00 to 20 PLF at 10.23 BC From 36 PLF at 10.23 to 36 PLF at 16.67 BC From 20 PLF at 16.67 to 20 PLF at 18.67 TC 21 LB Conc. Load at 16.67 BC 43 LB Conc. Load at 16.67 0-4-1 7- 120 mph wind, 20.00 ft mean hgt. ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be • Yproperly attached to the bottom chord. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 4X4= 4A4 (AL) _ 4X4.(A2) 1 o 1 5-6 0 }E 3 6-0 ��-3 10-0 3-A1F 3-10 0 >{E 2-0 0--- 5-6-0 I 3-6-0 I 7-8-0 1_ 2-0-0 _I J 18-8-0 Over 2 Supports 1 R-821 U-255 W=4" R=967 U=300 W=4" 2-7-9 0-4-1 18-8-12 (99507-U76 / 1733B ( ) Z1/ - C1G) Design Crit: TPI-2002(STD)/FBC FL 1 - E Scale =.375" Ft. C RT=1.00 1.25 10(0 7.22.1122.01 PLT TYP. Wave --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. iPl PIATF INSTITUTE. "I CO L L 20.0 P S F R E F R O 8 1 61297 REFER TO SCSI 1 07 (BUILDING COMPONENT SAFETY IXF OPNAl10Y). IUBLISNED BY IT0.USS RIO D0.., SUITE iDD, MAOISON, W1 57719) AND YT[A (w000 iRuSS COUNtII OF nnEpl[A. 6]00 fNiERPpI SF LN. G F 0 5 0 2 / 0 6 D'DNOL nADtSON, WI 531197 f0a SAFE Tr PRACTICES P0.10R 10 PE RF ORMIMG Tnf 5E FUNCIIDNS. UNLESS OIMERYI SE INDICATED. •••• �/•.� T C D L 7 . D P S DATE / TOP CHORD SHA7I HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATIACNED • ••� RIGID CEILING. • DL 10.0 PSF DRW CAUSR081 06122BIC No 1 •= * *IMPORTANT* *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 10 FHE B C L L D. O P S F C A- E N G J R G/ G W H ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM T"IS DESIGN; ANY FAILURE BUILD CONFORMANCE WITH TPI: OR FAN RI CAVING, HANDLING. SHIPPING. INS FALLI NO K BRACING OF TRUSSES. 1 y IB 18 LJ TRUSS IN DESIGNCONFORMS WITH APPLICABLE PRDY151DN5 OF NOS (NAZI OVAL Of St GN SPEC. BY AFBPA7 AND TPI. ALPINE STEEL. APPLY �. Or TOT . L D . 37.0 - PSF S E O N 45698 CONNECTOR PIA TES ARE MADE OF IO(iB/16GA (Y,H/S/K) AS TH A653 GRADE 40/60 IN, K/".SI GALV. PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHER SE LOCATED ON TXIS DESIGN. POSITION PER DRAWINGS 160A 2. ANY INSPECTION OF PLAlFS FOLLOWED BY 11) 'SHALL eE PER ANNEK A3 OF TPI1-2007 SEC.I. A SE AI ON THli A I G r / /' ; D U R . F A C . 1.25 FROM G H AIPIIIC Eng111CCfCd PTCN1UCtS,111C ��..1., DRAWING IN0ICATE$ ACCEPTANCE DF PR OFE SSIDYA, (NGINE.,:G RESPDNSIB IL IiY SOLELY FOR 1Hk IRU SS COMPONENT 1950 Mvky Dn DESIGN S"OWN. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 1HE RESPDNSIBILITV OF THE MBinrsCitv.Fl 338A1 BUILDING DESIGNER PER ANSI/TPI I SEC 2. C YY DTI M IVY SPACING 24.0" JREF 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( `l YSU/-U/O / 1/SStl ( Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :142 ) L1/ - L./b ) T2 2x4 SP 2400f-2.OE: W6 2x4 SP #2 N: 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. 0-4-1 IPLT TYP. Wave 2X4III AY12= 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT il, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. N #1 hip supports 2-0-0 jacks with no webs. 4X4= 5X8= ---I s 4X4(A2) - 4X4(A2) 1't�o ALPINE Alpine Engineered Products, Inc. I950 Marley Drive Haines City, FL 33844 1 o �_2-0-033- —4-11-4 BIN� 4-9-8 4-11-4 ��-2-0-0--� I 2-0-0 I 14-8-0 _!, 2-0-0 _I i NE 18-8-0 Over 2 Supports � R=757 U-180 W=8" R 757 U-180 W=B" (99507-U76 / 1733B ( ) Z1/ - C7G) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7,22.1122 "WARNINGA" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUT LOING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 C D'ONOFR IO DR.. SUITE 200. MADISON. NI $3719) AND PICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MUDISON, W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED III G10 Cf IL ING. *IMPORTANT"'AFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP IRE [PGINEEO E PRODUCTS. INC. SHALL PDT BE RF SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD 1H. TRusS IY CDNF ORMANCE WITH TPI: OR FABRICATIO6. HANDLING. SNIPPING. IPST AILING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE A CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/X) ASTH A653 GRADE 40/60 (W. X/H.S) GALY. STEEL. APPLY PlA TfS !0 EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN- POSITION PER DRAWINGS 160A2. �A ANY IMS PE CTION DF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP11.2002 SEC.3. A SEAL DN THIS VVVV DRAWING INDICATES ACCf PTANCE OF PR OFE SSIOPAL ENGINEERING Rf SP OPSIB Il17Y SOIf LY FOR THE TRUSS CONPONF NT DESIGN SNOWY, iHf SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE {1 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Ma FL/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 6-4 1 T 1 2 1 9-4 0 Scale=.375"/Ft. REF R081-- 61298 DATE 05/02/06 DRW CAUSR081 0612281K CA-ENG JRG/GWH SEQN- 52033 FROM GSB JREF- 1SWV081 Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (995U/-U/b / 1/sits ( ) I / - rut) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL LOADS -(LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.-1.00) TC From 284 PLF at 0.00 to 284 PLF at 18.54 TC From 100 PLF at 18.54 to 100 PLF at 18.54 BC From 10 PLF at 0.00 to 10 PLF at 18.54 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. T 1-4I 0 _L 4X8= 4X6= 4X4= 5X5= 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3'_Gun_.-nails) Top Chord: 1 Row @ 8.00" o.c. Bot Chord: 1 Row @12.00" D.C. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC OL-3.0 psf. Truss must be installed as shown with top chord up. 4X4= 4X6= 4X8= 2X4 it 2X4 I11 R=2726 U-485 W=7.25" 18-6-8 Over 2 Supports R-2725 U-485 W=7.25" T 1-4-0 9-4-0 1 (99507-U76 / 1733B ( ) Z1/ FG1) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT=1.00(1..25) 10(0) 7.24.1230.1 OTY:1 1 E - Scale =.375" Ft. '•WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 0. Ff ER TO SCSI 1 03 IBUILDI NG COMPONENT SAFETY IMF ORIMTI ON), PUBLISHED BY TPI (TRUSS PLATE INSlI7U TE. 5BJ O'ONOF R IO DR., SUI1E Z00. -DISC". W1 S77191 AND YT[A (Y000 TRUSS COUNCIL Of AMERI U. 6300 ENTERPRISE IN, MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAI1. HAVE A PROPERLY ATTACHED r,- �'. CO`! S . • /FL TC L L 40.0 P S F C D L 10.0 P S F R E F R 0 8 1 61299 DATE 0 5 / 0 Z / 0 6 DRW HCUSR081 06122775 Alpine En itleered Products,lElC. p gin A1RdtLy oilu Hai= City,FL 11811 FL Cendiiam DE AwImustin 1567 RIGID CEILING. " IMPORTANT* FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE [NGINEERE CEIFPIRICIINGHOLNLACNGBRUSSESALPINE 1RUSSIN[DNDRIMA6SHIPPINGINSTAIIINGB CNLYBRfSPDNSORLAFVpOESYfIO DESIGN CONFCNNS %.1H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFLPA) AND TPI. ALPIM C ONNE[IOR PL ATFS APF MADE Of 20/18/IGGA (%II/5/N) AST" AG57 GRADE 90/GO (Y. N/N,5) GAL'. SIFEL. APPLT PLATES TO FACH LACE OF TRUSS AND. UNLESS OINERY]SE LOC ATEO ON TH15 Df SIGN, POSITION PER OR WE NGS LEDA 1. ANY INSPECTION OF PIAT[S FOLLOWED BY (1) SNAIL B[ PER AN NET AJ DF IP11-ZOOi SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING PESPCNSIBII.Iff SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TNf SOIIABILITV AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER PER A05I/TPI I SEC. Z. NO AD, i STAT OF 1 �� F s �( ,"� � OF11aP. Il l• //��FJ�� BC DL 5.0 PSF B L L L 0.0 P S F TOT . L D . 5 5 . 0 P S F H C E N G G D L/ A P S E 0 N 21132 OUR . F AC . 1 . 00 FROM J T H SPACING 24 . 0" J R E F- 1 S W V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99507-U76 / 1733B ( ) Z1/ - FG3 ) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :141. W13 2x6 SP #2 N: SPECIAL LOADS (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 15.52 BC From 10 PLF at 0.00 to 10 PLF at 15.52 BC 915 LB Conc. Load at 9.54 Truss must be installed as shown with top chord up. T 1 4-0 WI I 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gunnails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. ,Use equal spacing between rows and stagger nails in each row to avoid splitting. 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. 2X4 III W13 T 1 9-4-0 4X8= 2 X 4 III 2 X 4 III 0 12 2-9-4 ,1 3 0-0 0- - 21-3 4 3-0 0 �c R=-1206 W=-4" -9-2 _I_ 1-9-14 3 3-2 —I— 3 3-14 —15-6-4 Over 2 Supports — Note: All Plates Are 4X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ - FG3) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.22.1122. PLT TYP. Wave • 'WARNING*• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 TICSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58346 C D'ONOF RIO DR.. SUITE 200. MADISON. WE 53719) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADE SON. WE 53719) FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED FAILURE TO BUILD THE ALPINE PRODUCTS. INC. SHAH NOT BF R1110NSIBlE FOR ANY DEVIATION EROM THIS DESIGN: ANY TRUSS iN CONFORMANC[ YI,H TPI: OR FABRICATING. XANDL ING. SHIPPING. INS TALI LNG t BRACIRG Of TRUSSES, DESIGN CONE DAMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE '" OMNE[1 OR PLATES ARE MADE OF 20/18/IbGA (W.H/S/N) All A653 GRADE AO/60 {W. N/n.5) GAL'. STEEL. APPLY COMM PLATES TD EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IGOAZ. Ine ��.�L.,� odd Alpme Engineered PfOdNCfS, Inc. �"ar'e7 Names CNy, FL 33844 ANYINSPECTS DN OF PLATES FOLLOWED BY (IT SHAH BE PFR ANNEX A3 OF TPII-2002 SE C. 3. A SEAL DN iHli DRAWING INDICATES ACC[PTAMCE OF PR DFESSIONAI ENGINEERI XG RE SPONSIBIIITY SOLELY FOR FILE TRUSS COMPONENT DESIGN SHOWN. THE SUE7ABILITY AND USE Oi THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/FPI I SEC. 2. C V -0 _I, 2 11 4 3-0-0 1 2-80- 12 1 DIA R=1416 W=7.25" FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL. 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R081-- 61300 DATE 05/02/06 DRW CAUSR081 06122BIL CA-ENG JRG/GWH SEQN- 45693 FROM GH JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99bu/-U/b / 1/ssb ( ) L1/ - rut ) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.01 Webs 2x4 SP #3 :141, W8 2x6 SP #2 N: :W2, W7 2x4 SP #2 N: Girder supports: 14-5-4 span to BC one face and 15-2-4 span to BC opposite face. N Deflection meets L/360 live and L1240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. T 1-4-0 W1 4X12= 4X8= 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gun._-nails) Top Chord: 1 Row @12.00" D.C. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Truss must be installed as shown with top chord up. 4X8= 4X12= __j T W 7 W8 1-4-0 9-4-0 5X14= 3X8III 3X8III 5X14= 2X4III 2X4III 3-3- 0 2 1-7 0 IR-4234 W-7.25" 3-7-12 3-7-12 10-7-4 Over 2 Supports 1-8-0 1-7-0 0- - 2 R-4234 W=4" (99507-U76 / 1733B ( ) Z1/ - FG2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.22.1122. -*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. NET ER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPl (TRUSS PLATE INSTITUTE. 593 D'ONDFRI0 OR_ SUITE ZDO. MAOISON. NI 13111) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON. NI 53719) FOR SAFETY P'AC ITCIS PRT OR 10 PE RF DRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. • ` EDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED V R1G10 [E IIING. ` • 7 Fib. '•)MPDRTANT"FUan1SM A COPY OF THIS DESIGN TO THE INSTALLATION [OMi0.AC100.. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. NAPOLI". SNIPPING. INSTALLING S B0.ACIMG Oi TRIT S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFGPA) AND TP1. ALPINE •: TA C OWNECIOR PlATfS ARE MADE OF 20/IB/16GA (W.M/S/K) ASTM A653 GRADE 10/60 (W. K/H,S) GALY. STF[L. APPLY �O PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOC ATFD Otl THIS DESIGN. PDSIT ION PER DRAWINGS T60A 2. : �A AIPHW Fsgineered PToducfS, Inc.ANY C_ Products, I9S0 odd Marl[)' Haim City, FL 33944 FL Cafificw oEAdheoua in 0 %7 INSPECTION OF PLATES FOLLOWED 01 (1) SHALL BE PER ANNEX A) OF TPI1 20D2 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY 501ELY FOR THE TRUSS COMPONENT D".GN SNUMY. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER PER ANSI/TPI I SEC, 2. 221.1 Al p • A. S OF FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R081-- 61301 DATE 05/02/06 DRW CAUSR081 06122BHI CA-ENG JRG/GWH SEQN- 45683 FROM GH JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99507-U76 / 1733B ( ) Z1/ - FG5 ) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :142, W3 2x4 SP #3: SPECIAL LOADS -(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 4.33 BC From 10 PLF at 0.00 to 10 PLF at 4.33 BC 980 LB Conc. Load at 1.19, 3.19 Truss must be installed as shown with top chord up. 4X4= 4X4= T 1 4 0 W2 � 4X4= 2X4111 2X4 III —4-4-0 Over 2 Supports --� R=1208 W=4" 11-1229 W=4" 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gun-_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. lase equal spacing between rows and stagger nails in each row to avoid splitting. 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. T 1-4-0 9-4-0 If (99507-U76 / 1733E ( ) Z1/ - FG5) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.24.1230.16 TY:1 FL 1 E - Scale =.5" Ft. ALPINE GL A�InC1i1g1tNY19VI�PTOd11CL4,I11C HainesC y. By FL SBA4 il. rm riiwe DE Aot4mvlfm 0 567 —WARNING—TRUSSES REQUIRE ERTREME CARE IN FABRICATIDN. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D.ONOf RIO OR.. SUITE ZOO. MADISON. WE 53)19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6JO0 ENTER IRISE IN. NADI SON, YI 537191 ToSAFETY PRACTICES PRIOR TO PERFORMING THESE EDNEiI0 S. ONlf 55 orRYISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIIING. •'IMPORTANT"'4ORNI SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [NGINEE D PROOU[75. IYC. SHALL NOT BE Rf ESPON SIBIE FOR ANY DEVIATION ON FROM THIS OE SI GM; ANY FAILURE TO BUILD HE IRU55 IN COMFOAMAMC[ WITH iPl: OR FABRICATING. HANDLING. SHIPPING. INSTALLING N BRACING Of TRU55 DESIGN 10110RM5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALIT C ONN[CTOR PEATES ARE MADE OF IO/18/16GA (W.H/S/R) ASTM A653 GRADE /0/60 IN. K/H.S) GALV. SI[EL. APPLY PLATES TO EACH FACE Of 1RU SS AHD. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSItION PER DRAWINGS 16OA,Z. ANY INSPECTION Of PLATES FOLLOYEC BY (I) SXAII BE PER ANNEX A3 OF TPI1-LOOT SEC.J. A SE AI ON THIS ")RAYING INDICATES A[[[PiANCf OF PR0fE551ONA1 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BUISIGNLDINGe DCHOF516NERTPERSANSIBTPITI SEC Uzf Of TX15 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE _ _ ....... N•V •A. ` Sn C 'sv� �• No. �No. _ ��ON• ST TE OF Jif•• •• A r p q- ` •"�`� T C L L 40.0 P S F T C D L 10.0 PSF BC DL 5.0 PSF C- L L 0.0 P S F TOT. L D . 55.0 P S F R E F R 0 8 1 61302 DATE 0 5 / 0 2 / 0 6 DRW HCUSR081 06122BHM H C - E N G M N M / A P S E Q N - 21053 DUR . FAC. 1 .00 FROM JTH SPACING 2 4 . 0 " J R E F - 1 S W V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 995U/-U/b / I/33M t ) cI/ - rW+ Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x6 SP #2 N :W2 2x4 SP #3: SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 4.46 BC From 10 PLF at 0.00 to 10 PLF at 4.46 BC 444 LB Conc. Load at 1.54 BC 387 LB Conc. Load at 3.17 Truss must be installed as shown with top chord up. 4X4= 2X4III T.0 1 Li 2X4111 4X4= 0 2 4.0-1 0 2 0 2 4-2-13 4-5-9 Over 2 Supports —� R=915 R-673 W=5.657" 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.128"x3"_Gun nails) Top Chord: 1 Row' @12.00" o.c. Bot Chord: 1 Row @ 8.00" D.C. Webs : 1 Row @ 4' o.c. Ose equal spacing between rows and stagger nails in each row to avoid splitting. ' Deflection meets L/360 live and L1240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. T 1-4-0 9 4-0 1 (99507-U16 / 1733B ( ) Z1/ - FG4) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 /10(0 7.22.1122.01 FL 1 E Scale=.5"/Ft. *^WARNING" TRUSSES REQUIRE EXTREME CARE 1N FABRI[A1ION. ..-11-1. SHIPPING. INSTALLING AND BRACING. REFER TO BCS1 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'DN OF R 10 DR.. SUITE 1D0. M'0111". NI 11111) AND N1CA (NOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MADISON. NI $3118) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED , " ..... i TC L L 40.0 P S F T C D L 1 D . D P S F R E F R 0 8 1 61303 DATE 0 5 / 0 2 / 0 6 - DRW CAUSR081 06122810 ALPINE Alpine7Eltgneer950 ,eI.d.F�Producfs,lnc Ineerm ' OIIS'B HBulocib.FL n9" RIGLD CEILING. **IMPORTANT**FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE NIT" TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING / ITOF TRUSSES. DESIGN CORED0.MS WITH APPLICABLE PROVISIONS OF RDS INATIONAL DESIGN SPEC. BY AF11A) AND TPI. ALPINE CORNS CT OR PLATES ARE MADE OF 10/1B/16GA (N.H/S/C) ASTH A6S3 GRADE 40/60 IY. A/H.S) GALV. STEEL. APPLT PLATES TO EACH FACE OF IRO SS AND, UNLESS OTHERWISE COCA TED ON THIS DESI GM, POSITION PER DRAWINGS 160A-1. ANY INSPECTION OF PLATES FOLLOWED BY I+) SHALL BE PER ANNEX A3 OF Tvn-zoD1 s[C.3. . SEAL DN THIS DRAWING IRDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPOM SI BE I TV SOLELY FDR THE iR U55 [OMPDHENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CDMPONENT FOR ANY BUILDING IS THE AESPDHSTBItITV OF THE BUILDING DESIGNER PER AN51/TPI E SSG. 1. � � ' N • % * * STATE OF } ! •• . 4. Ai��,,Pe; (i ••""�*• �p M NN1 BC DL 5.0 PSF BC L L 0.0 P S F T 0 T. L.D. 55.0 P S F CA E N G J R G/ GW H S E Q N- 45690 DUR. FAC. 1 .00 FROM GH SPACING 24.0"I JREF- 1SWV081_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY INLub MPH. (99507-U76 / 1733B ( ) Z1/ DGE Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. 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. 4X4= 120 mph wind, 20.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Refer to drawing HCUSR081 05087488 or 458 for stud verticals and bracing details. Gable end has been designed for in plane loads only. N It is the responsibility of the building designer to design the roof and ceiling diaphragms and specify connections to transfer all out of plane loads into the ceiling diaphrams. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4III 2X4III —� 5 5 F- 2 7-9 18-8-12 — 2 X n X IU i/ — 2X ( 1) — 2 4 11 4 2X4(Al) = Lj 0-0- 5-6-0 R-80 PLF U-24 PLF W-11-0-0 11-0-0 Over Continuous Support 5-6- (99507-U76 / 1733B ( ) Z1/ DGE) Design Crit: TPI-2002(STD)/FBC C RT=1.00(1.25) 10 0 7,22.1122.0 PLT TYP. Wave --WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMA 110M1. PUBLISHED B1 TPI (TRUSS PLAIE INSTITUTE. 5B3 FF 200. MADISON, MI 53719) Atl0 MICA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. D'ON Of R10 DR.. SUITE • 11 •� MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CIIBRD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAII HAVE A PROPERLY ATTACHED J RIGID CELL IXG. 2 •IMPORTANT"•F URMISH A COPT OF THIS OCSIGM TO TMF INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS. INC. SHAII NOT BE R[SPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE ALPINE TRUSS IN CONFORMANCE WITH 111: OR FABRIC AIING. MANOI ING, SHIPPING. INSTALLING t BAACI NG OF TRUSSES. of 51GN CONFORMS APPLICABLE PR OYISIOMS OF NDS (NATIONAL DESIGN SPEC. B1 0 0A) AND TPI. ALPINE •• STATE %IH CDNNf CT OR PLATES ARE MAOf Of 20/1B/16GA (W,H/S/X) ASTM A653 GRADE 46/60 IN. X/H.S) GALV. STEE1. APPLY PLATES TO EACH FACE OF III SS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS )60A 2. PER Al OF IPII-2002 SEC.3. A SLAI ON 1NF5 �. /( Alpine Engineered Products, Inc.ANY ��..1.,, 1950 ally Drive Haim CdY.FL 33844 INSPECTION Of PLATES fOILOMEO BY {1) SHALL Bf ANMfX DRAWING INDICATES ACCEPTANCE OF PROFESSI ONAI FNGI NE ERING RE SPON5I B IL I TV SOLE LY FOA THE(RUSS COMPONENT DESIGN SHOWN. THE SUI I.AB IITfY wN0 USE Of THIS COMPDNENF FOR ANY BUILDING IS THE RESPONSIBILITY OF IHE BUILDING DESIGNER PER ANSI/TPI 1 SEE. 2. �s Ma ••• O�� {B :1 FL 1 - E Scale =.5" Ft. TC LL 20.0 PSF REF R081-- 61304 TC DL 7.0 PSF DATE 05/02/06 BC DL 10.0 PSF DRW HcusR081 06122BIA * BC LL 0.0 PSF HC-ENG GDL/AP C TOT.LD. 37.0 PSF SEQN- 52016 P DURJ AC. 1.25 FROM GSB SPACING 24.0" OREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MIN. (99507-1376 / 11338 ( ) [1/ - mul) Top chord 2x4 SP #2 N Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 55 PLF at 0.00 to 55 PLF at 5.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC 1057 LB Conc. Load at 1.73 Deflection meets L/360 live and L1240 total load. 2 120 mph wind, 20.11 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. • ik 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. 2X4 NI 5 r- 2-5 1 18 B-12 2X4 01 X4 (Al) i-IIE--5-0-0 Over 2 Supports 50 R=906 U=283 W=8" R-527 U-180 (99507-U76 / 1733B ( ) Z1/ - 61305--MG1) Design Crit: TPI-2002(STO)/FBC PLT TYP. Wave C RT=1.00(1.25) 10 0 7.24.1230. Q Y:1 1 E Scale *'WARNING*' TpUS5E5 AEOUIRE EVTP EME CAPE IN FABRICATION, ..NOTING. SHIPPING. .NSTALIF.. AMD BRACING. NET ER IO BCSI 1 0] (BUILDING CONPOIE BY SAFETY IMFOpMAT ION). PUBLI SNED B1 TPI (TRUSS PLATE IFIST I TUTS. 503 O'ONOF R10 DR., SUITE 200, HAD ISO.. NI S37191 AMD MICA (W000 TRUSS COUNCIL OF ANERI CA. 63DO ENTERPRISE IN. NADISON. YI 53719I FOR SAFETY PRACTICES PRIOR 10 PERFORMING TNESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHDRO SMALL NA YE PR OPENLY AITA CHED STRUCTURAL PANELS AMD 80TT ON CHORD SHAIL MA VE A PROPERLY ATTACNEO RIGID CEILING. G w / ` Ns • •* RQ •* {% • • i�i �•••� ��YY iL1 Nb 221 A /FL TC L L 20.0 P S F T C D L 7.0 PSF C DL 10.0 PSF REF R 0 8 1 61305 DATE 0 5 / 0 2 / 0 6 '. DRW HCOSR081 06122772 HC-ENG GDL/AP ALPINE 7inwegil **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFF PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD E TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING ► BRACING OF TRUSSE DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPIN COHNECTOR PLATES ARE MADE OF 20/18/166A (W,N/S/R) ASIM A653 GRADE 40/60 IN. M/M,S) GALV. STEEL. APPLY PLAYS 10 EACH FACE OF 10.US5 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY 1T) SHAIL BE PER ANNFN Al OF TPI1-TOOt S[C.3. A S[Al OI 1MIS y : 7f y7 EAT OF f •� / * ••� 1s,I VVV • `it Df` LL D. D PSF B 1 TOT . L D . 37.0 PSF S E Q N 126957 R E V OUR . F A C . 1.25 FROM J T H ECdProducts, IOC. I9SD A1BTky Dare Ranw,s rIIV.FL T1B44 T(S ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONM. THE SUITABILITY AND USE OF THIS COMPONENT FDR ANY BUILDING IS 1N[ RESPONSIBILITY Of THE DESIING SHOWN. BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. fe •�� ~ Y M _ S P A C I N G 24.0 " J R E F 1 S W V 0 8 1 _Z 6 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMLNSIW0 �>UNMllitu DT mu» nrn. 99507-U76 / 1733B ( ) Z1/ MG2) op chord 2x4 SP #2 N of chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 PECIAL LOADS --(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) C From 55 PLF at 0.00 to 55 PLF at 3.88 C - From 20 PLF at 0.00 to 20 PLF at 3.88 C 862 LB Conc. Load at 1.94 IPLT TYP. Wave ALPINE Z� — Alpine Engineered Products, Inc. 19% MBTiry Drive P.6n rWv. FL 33K4 2 4 A 120 mph wind, 19.8/ it mean ngL, n x,C. /-Vc, L,LVJLU u y, 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. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 2X4 III 5 — 1117 18-8 12 2X4III X4(A1) �N3-10-8 Over 2 Supports R-599 U-184 W=4" 11=554 U=180 (99507 U76 / 1733B ( ) Z1/ MG2) Design Crit: TPI-2002(STD)/FBC C RT=1.00(1,25 10 0 7.24.1230.16 'WARNING- TRUSSES REOUIRE EXTREME CARE 1N FABRICATION. MANOLI.6. SHIPPING, INSTALLING AND BRACING. y �• CO R Ef ER TO BCSI 1-OJ (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 •+ D'ONOf RIO DR.. SUITE I11' MADI SON, Y1 5J719) AM* MICA (WOUD TRUSS COUNCIL Of AMER ICA. 6300 ENTERPRISE lN, NSN MADISDM. YI 53719) FOR SAFETV PRACTICES PRIDR TO PERFORMING TMESE FUN[iIONS. UNLESS OTHERWISE INDICATED. PRO PF RLT ATTACHED �, TOP CHORD SMALL HAVE PRDPERLI ATTACHED STRUCTURAL PANELSAND BOTT DM CHORD SHALL HAVE A RIGID CEILING. ':• *IMPORTANT'*FURNISH A COPY Of THIS DESIGN TO THEINSTALLAiIOM CONiRACiDR. AIP INE ENGINEERED PRODUCTS. INC. SHALL NOT Bf RESPONSEBIf FOR ANT D[YIAIION FROM THIS DESIGN: ANY fAiI URE TO BUILD THE 1 if IRUSS IN CONE ORNANCE WITHTPI: OR FABRICATING, HANDL IMG. SH IPPIMG- INSTALLING 9 BRACING OFTRUSSES. DESIGN COMFORMS WITH APPLICABLE PROVISIONS OF BDS I"Ai10.AL DESIGN SPEC. BY AFBPA) AMO TPI. ALPINE A ATE OF CONNECTOR PLATES ARE MADE OF 20/18/166A (W,H/S/R) ASTM A66J GRADE AO/60 (Y. C/M.5) 6AL V. STEEL. APPLY 160A-Z. PLATES TO EACH iAt[ OF TRUSS AND, U.1111 OTHERWISE LOCATED OY THIS DESIGN, POSITION PER DRAWINGS SHALL BE PFR ANNEX A3 OL TP11-1002 SEC.J. A SEAL DN I" Is A w ANY INSPECTION OF PLATES FOLLDYfD BY (1) *RAYING IN*ICATIS ACCEPIANC[ Of PROF ESS IDNAL ENGINEERING RE SPD.SIB ILITY SOLELY FDR ENE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPOMSIB ILIfY Of THE A� • ••o M J- BUILDING DESIGNER PER AN51/TPI I SEC. 2. _ TY:1 FL 1 E -/- Scale =.5" Ft. 20.0 PSF REF R081-- 61306 TC DL 7.0 PSF DATE 05/02/06 DL 10.0 PSF DRW HcusR081 06122766 BC LL 0.0 PSF HC-ENG GDL/AP TOT.LD. 37.0 PSF SEQN 21347 DUR.FAC. 1.25 FROM JTH SPACING M ON JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MIX- ( 99507-U76 / 1733B ( ) Z1/ - M1 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. —i 0-4 1 2X4 NI L1-0-0_j 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL:4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L1240 total load. 0-3 8 �9-4-0 +/- 1-4-0 0100J 4-1-4 � �__4-11-4 Over 2 Supports —� R-253 U=180 W=3" R=173 U-180 W=1.25" (99507 U76 / 1733B ( ) Z1/ - M1) Design Crit: TPI-2002(STD)/FBI C RT=1.00 1.25 10 0 7.22.1122.01 PLT TYP. Wave "NARNINGAA TRUSSES REOUIRE EXTREME CARE IN FABRICATION. MANDL I MG. SHIPPING. INSTALLING AND BRw[1NG. PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, $83 E REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), D'DNOf RIO OR., SUITE 200. NADISOM. Wi 5)119) AND Wi[A (WOOD T0.U55 COUNCIL Of AMf RICH. 1100 ENTERPRISE lN. FOR SAFETY PRACi10E5 PRIQR TO PERT OR MIMG TXE S[ FUNCTIONS. UNLESS O/HERVI SE IMDiCwTE D. MADISON, WI 5J719) CHORD SHALL HAYS PROPF RIY ATTACMFO ITRUCIURwI IAMELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTAINED TOP RIGID CEILING. ` ; 7 *IMPORTANT•"FU0.N15" A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED APR0D0ITS. N "'O 'NC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAII00 FROM THIS DESIGN: ANY FAILURE TO BUILD THE y 7N ALPINE R wC iMG OF TRUSSES. TRUSS IN CONFORMANCE WI TM TPI: OR FABRICATING. HANDLING, SHIPPING. IMSIA"INS t BRA ALPINE - DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPE[. BY AFB PA) AND TPI. K/H.S) GAL V. STEft. APPLY is �/ C OMNE[i0R PI ATFS ARE MADE Of 20118/IGGA (W,H/S/K) ASTM A65J GRADE AO/6D lW. TO EACH Fw[F OF TRUSS AND. UNLESS OTHERYISE LOCATED OM THIS DESIGN, POSITION PER DRAWINGS 160A-Z. PLATE S INSPECTION OF PlATFS FDIIDVEO BY (I) SNAIL BE PER ANNfi Al Of iP112002 SEC.3. A SEAL ON THIS l A1pHIC );11�i1NfCd PTOdtlC15, Inc.AMY 1950 Malky DuYB Hai= Ciiy,FL 33844 By rmirwam or AmhDlizdi°B N 567 DRAWING INDICATES ACCEPTANCE DF PROFE55IONAL ENGINEERING RESPONSIBILITY SOIEIT FOR THE INUSS COMPD M[XT DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THERE SPONSIBILIII OF THE BUILDING DESIGNER PEP ANSI/TPI 1 SEC, 2. -35 �a OTY:1 FL 1 E - 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 IN, DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R081-- 61307 DATE 05/02/06 DRW CAUSR081 06122BHO CA-ENG JRG/GWN SEQN- 52008 FROM GSB JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUNMIIItu DT INU55 MrX. ( 99507-U76 / 1733B ( ) Z1/ M2 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. _L 0-4-1 _I- t1 0-0j 2X401 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 04flection meets L/360 live and L/240 total load. 0 3-8 —..i•- -T_ *9 - 4 0 +/- 1-4-0 3-9 4 > 0-10-� —4-7-4 Over 2 Supports —__� R=241 U-180 W-3" R=160 U-180 W=7.25- (99507-U76 / 1733B ( ) Z1/ M2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 1O(0) 7.22.1122.01 ..WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. PUBLISHED BY TPI (TRUSS PLATE INSTIIUIE. 583 REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INF°RMATION), D'ONOF RE DR., SUITE 200. HADISON. NI S3719) AND NT CA (MOOD TRUSS COURC II OF AMERI CA, 6)00 ENTERPRISE LN. FUNCTIONS. UNLESS OT.EN.1 SE INDICATED. ^ MADISON. NI 111111 FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE TOP CHORD $MALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ARD 80 T TOM CHORD SHALL HAVE A PROPERLY ATTACHED ** V RIGID CETIINO ` 7 No. *IMPORTANT**FURNISH A COPY DF THIS DESIGN TO IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED °R00uC5• '"�. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE y i 7R ALPINE IRU SS IN COXFORMAIIC[ YIIH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING N BA ACING OF TRUSSES. . DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPEC. 51 AF&PA) AXD TPI. ALPINE PAY 1 TA CONNECTOR PLATES ARE MADE OF YO/IB/16W (N,N/S/R) ASTM A651 GRADE AO/60 IY. 1/11,5) GAIV. STEEL. AP PLATES TO EACH fA[E OFTRUSS AND. UNIE SS OTHE Rtl15[ LOCATED ON THIS DESIGN. POSITION P[R DRAWI XGS 160A -2. FOII 1WE1 BT SMALI Bf PER ANNEX AJ OF 1P11 20U2 SEC.1. A SEAL ON THIS w �/A/ Alpine Engineered Products, Inc. 1950I�BrkyNye Haig= City. FL 33944 ANY INSPECTION OF PLATES E/) ORANIN6 INDICATES ACCEPTANCE OF P0.0FE 5510NAL ENGINEERING RE SP ON 5181L1 YY 5DLLY FIT TRUSS COMP OX[Xl DESIGN SHOWN. INE SUITABILITY AND USE OF THIS COMPONENT i0R AXI BUILDING IS THE RESPONSIBILITY Di INE BUILDING DESIGNER PER ARSI/TPI I SEC. 2. C C "I OT :1 1 E -/ - ( TC LL 20.0 PSF TC DL 7.0 PSF DL 10.0 PSF °* BC LL 0.0 PSF Of TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 2-0-1 Scale=.5"/Ft. REF R081-- 61308 DATE 05/02/06 D RW CAUSR081 06122BHL CA-ENG JRG/GWH SEQN- 52001 FROM GSB JREF- 1SWVO81_Z66 (99507-U76 / 1733B ( ) Z1/ - GD) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 :Lt Slider 2x8 SP 2250f-1.9E: BLOCK LENGTH = 2.000' SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-I.25) TC From 55 PLF at 0.00 to 55 PLF at 3.21 BC From 20 PLF at 0.00 to 20 PLF at 3.21 BC 700 LB Conc. Load at 1.94 Deflection meets L/360 live and L/240 total load. T 1-1-0 3X4(E3) 3X12 (E3) In 5 F-2X41n 2X4111 k3-2-8 Over 2 Supports fR=397 U-180 R-544 U=180 2 5-1 18 B-12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMLNSIUNS4 SUBMII ItV by IHU » MPH. 120 mph wind, 20.48 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0' psf. Right end vertical not exposed to wind pressure. 'A 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. (99507-U76 / 1733B ( ) Z1/ - GD) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.24.1230.16 •'WARNING•• TRUSSES REDUIRE E1IPEME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY ip, (TRUSS PLATE INSTITUTE, $03 D'ONOf R10 DR., SUITE 200. -91 SON, NI S3719) AND MICA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. r MAD, SON, NI $3719) FOR SAFETY PRACTICES PRIOR f0 PERFORMING THESE FUNCTIONS. UN LE 55 OTHERWISE INDICATED, A*P�`v NP�, TOP CH DRD 5HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACK RIGID CEILING. '. ` No. *IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEER ALPINE *PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS DESIGN: ANY FAILURE 10 BUILD IH * 1 TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING Of iR USSF S. if DESIGN CONFORMS W17H APPLICABLE PROVISIONS OF 005 (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE C ON ME CT ORO PLATES ARE MADE OF 20/10/1664 (W,H/S/R) ASTM A653 GRADE 40160 IN, R/H.S) GALV. STEEL. APPLY *: TATE OF PLATES TD EACH FACE Of TRUSS AND. UNLESS OTHERWISE IOCAIEO ON THIS Df SIGN. POSITION PFR DRAWINGS I60A-Z. AlP/ce E1tgiDetred Products, bW ANY INSPECTION Of PLATES FDLLOMEO BY (1) SHALL BE PEP ANYER A3 OF 1P11-IO02 SE C.J. A SEAL ON THIS ( O Riot- �edP DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 19S(I Mark? PVC DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE S IIBIIIPN C*,FT. 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TY. FL 1 - E Scale =.5" Ft. 20.0 PSF REF R081-- 61309 TC DL 7.0 PSF DATE 05/02/06 BC L 10.0 PSF DRW HcuSRoe1 06122768 k C LL 0.0 PSF HC-ENG GDL/AP OT.LD. 37.0 PSF SEON- 21103 DUR.FAC. 1.25 FROM JTH SPACING 24.0" JREF- 1SWV081_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (99507-1176 / 1733B ( ) Z1/ HJ5) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Hipjack supports 4-11-8 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. 0-4-1 T- 2X4(A5R) 120 mph wind, 19.89 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. ' Deflection meets L/360 live and L1240 total load. L—1-5-0-->J 7-0-2 Over 3 Supports R-219 U-180 W=11.313" R-198 Us180 20-9-11 2-4-14 R=121 U=180 _18-8-12 (99507-U76 / 1733B ( ) Z1/ HJ5) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.24.1230.16 OTY:3 FL 1 E Scale =.5" Ft. PLT TYP. Wave A -WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TD BC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED By TPI (TRUSS PLATE INSTITUTE. 583 �. T C L L 20.0 P S F R E F R 0 8 1 61310 D'OMOFR IO DR.. SUITE 100. NADISON, YI 5JI19) AND MT[A (40DD TRUSS COUNCIL Of AMERICA, 6J00 CM7ERPRI SE lN, NSA 5 0 2 0 6 NADISON. WE5J219) FOR SAf ETY PRACTICES PRIOR TO PERFORMING TNESF FUNCTIONS. UNLESS OlHERYI SE INDI CAIED. T C D L 7.0 P S F DATE 0 / / TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL MAYS A PROPERLY ATTACHED Div RIGID CEILING. BC DL 10.0 PSF DRW HcusRo81 06122776 � �. •� IMP ORTAN T"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A" TMF BC L L 0.0 P S F H C E N G G D L / A P ALPINE PRODUCTS. INC. SHALL 001 BE RLSP011Slat( FOR ANY DEVIATION FROM TNIS DESIGN: ANY FAu uRE TO BUILD TRUSS IN COME ORMAN[[ WITH TPI: OR fABRl UT1NG, HAMDIING. SNIPPING. INSTALIING i BRACING OF TRUSSES. * C DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFGPA) AND TPI. ALPINE ATE OF T 0 T L D 3 70 P S F . S E O N 21324 C ONNTCTOR Pl•TES ARE MADf OF 20/IB/16GA (W.N/S/K) ASTH A653 GRADE N0/60 10, %/N.S) GALY. STEEL. APPIY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED OM THIS Of SIGN. POSITION PER DRAWINGS 160Ai1. ANY INSPEfiION OF PL Af[S EDIT OWED BY {f) SNAII BE PfR AN MEN A3 Of TP112002 S[[.3. w S(wl ON THIS i .Cpg10P'' DUR.FAC. 1.25 FROM JTH AtpllleFn�g..naredProdfEcrs Inc TRUSS COMP ON THE ne M� odu DRAWING INDICATES AICIPI^N[E OF PROfESS10W AL ENGI Nf [RING RE 5PDN 51 BIlI 1Y 50LflY TOR THE DESIGN SHOWN. IME SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haim CIEv. FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. v SPACING 2 4 D " J R E F 1 S W V 0 8 1 _Z 6 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBM111LU By INUJb' MIN. (99507-U76 / 17338 ( ) Z1/ - H Top chord 2x4 SP #1 Dense Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 SPECIAL LOADS -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at 1.42 to 55 PLF at 6.13 BC From 20 PLF at 0.00 to 20 PLF at 6.13 BC From 128 PLF at 6.13 to 20 PLF at 6.13 BC From 128 PLF at 6.13 to 128 PLF at 6.92 BC From 74 PLF at 6.92 to 74 PLF at 6.92 TC 11 LB Conc. Load at 1.48 TC 64 LB Conc. Load at 4.31 BC 10 LB Conc. Load at 1.48 BC 51 LB Conc. Load at 4.31 i 0 4 1 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 2 X 4 IIi 2X4(A1) = 3X6111 1,--1-5-0-->J 6-11-1 Over 2 Supports R=398 U-180 14=4.25" 11=353 U-IBO W-9.5" (99507-U76 / 1733B ( ) Z1/ - HJM) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.24.1230.16 •'NARNIMG" TRUSSES REOUT RF EYiRE NE CARE IN FABRICATION, xANDLINO, SHIFTING. INSTALLING AND BRACING. REFER 10 B[TI 1-03 (BUILDING CONPONE NT SAFETY INFORMATION), PUBLISHED BY TPI (7AUT5 PLATE INSTITUTE. 583 ONE, RIO DR., SUITE 200, MADI TOM, NI 53719) AND NTU (WOOD TRUSS COUMC II DF AMERICA. 6I00 ENTERPRISE IN. /u0I 50N. YI 53179) FOR SAFETY PRACTICES PRIOR TO PERFORMING HIS E iUM[ilONS. UNLf SS OiMERNISE INDICATED. '•� TOP CHORD SNAL1. NAYF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` •• 7 NON "IMPDRTAMT`•F DRNI sx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCTS. IN[. SHALL MOT BE RESPDNSIBLE FDR ANY DEYIAIION FRDM THIS DESIGN: ANY FAILURE t0 BUIlO iN y ALPINE TRUSS IN COME ORMANCE WIT N TP1: OP FABR]CAl7NG. HANDLING. SHIPPING. INSTALLING 8 BRACING OF iRUSSE T. 1� DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TPE [. BY AFLPA) AMO 11I. ALPINE STEEL. APPLY ' STATE 7z- [ ON. f CIOR PLATES ARE MADE Di 20/IB/16GA (M,M/S/K) ASiN A653 6RAOE 10/60 IN. K/H,S) GAL Y. OU TED ON IMIS OE SIGN I POSITION PfR DRAWINGS 160A-1. PLATES 70 EACH FACE Of TRUSS AND. UNLESS OT HfRY1T[ LOCATE SMALL BE PER ANNEX A3 OF TPI1-2 D02 TE[.3. A SE AI ON iHIS w Alpine Products, InC. �^1 Drin 19M Marleyl Ha1xsNy C, FL 33844 Fl. cmalcale DiAa6avBtioe 0 567 ANV INSIE[IION OF PLATES FOIL ONEO BY (1) DRAWING INDICATE A[[EPIANC( OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TROTS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF SNIT COMPONENT FOR ANY BUIl01NG IT THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANTI/TIT 1 SF[. 2. - •HATB 9-4-0 OTY: FL 1 E/-/- 20.0 PSF •,, TC DL 7.0 PSF C DL 10.0 PSF :* B LL 0.0 PSF f T T.LD. 37.0 PSF D R.FAC. 1.25 1Pt PACING 24.0 2-1 15 Scale=.5"/Ft. REF R081-- 61311 DATE 05/02/06 DRW HCUSR081 06122777 HC-ENG GDL/AP SEON- 21100 FROM JTH JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMIIILU UT II(USS MrN. ( 99507-U76 / 1733B ( ) Z1/ - HJ4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Hipjack supports 3-9-15 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. 120 mph wind, 19.66 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 0-4-1 R=110 U=180 T*+/- 1-4 0 1-11-4 18-8-12 R=94 U-180 +/ 1-4-0 2X4(A5R) L,---1-5-0 -irm 5-5-0 =1 ---5-5-0 Over 3 Supports —D- R-176 U-180 W=5.688" (99507-U76 / 1733B ( ) Z1/ - HJ4) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.20 -*WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. IMSTALIING AMD BRACIRG. REFER TO BCSI 1-01 (BUILDING COMPONENT SAFETY INF ONMAfION), PUOLISRED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADI SON. MI 53719) AND MT CA '.ODD TRUSS COUNCIL OF AME RIC A. 630D IMTIRPRISE LN. MADE SON. MI 511I9) FON SAFETY PRACTICES PR10R TO PFNFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL NAVE PROPERLY AT TACNED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED • •• 1 •�`NA RIGID CEILING. �• ALPINE AlpmeEngineeredProducts,inc. 19SO MBlky Drive Haim C*. FL 33844 "`IMPORTANT—ruRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BF RESPONSIBLE FOR ANY DEVIAI1011 THEM THIS DESIGN: ANY FAILURE TO BUILD THE i RU SS IN COME OR MA NCE PITH IP1: OR FABRICA TIMG. HANDLING. SHIPPING. INSTALLING N BRACING OF iRUS SES. DESIGN CONFORMS WIIN APPLICABLE PROVISIONS OF NDS (NATIONAL DfSIGN SPEC. BY AFiPA) AMD TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/X) AST A653 GRADE 40/60 IN. %/H,S) GAL V. S1EEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY I1) SMALL BF PER ANNEX Al OF iPl)-2002 SEC.I. A SEAL ON THIS DRAWING INDICATES ACC[PT A NC f OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMD USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. i 12 STATE ••'C pp Ql •� Oy�1�Nr OM�4 QTY:1 FL 1 E - Scale =.5" Ft. —� TC LL 20.0 PSF REF R081-- 61312 TC DL 7.0 PSF DATE 05/02/06 BC DL 10.0 PSF DRW HCUSR081 06122BHS ;* BC LL 0.0 PSF HC-ENG KD/AP TOT.LD. 37.0 PSF SEON- 14605 + DURJ AC. 1.25 FROM GSB SPACING 24.0" JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMI IILL) by IHU» MrW. ( 99507-U76 / 1733B ( ) Z1/ - HJ2 ) 120 mph wind, 19.27 ft mean hgt, ASCE 7 02, CLOSED bidg, Located Top chord 2x4 SP #2 N anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 Bop chord 2x4 SP #2 N psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be Bottom chord checked for 10.00 psf non -concurrent live load. properly attached to the bottom chord. Hipjack supports 1-11-8 setback jacks with no webs. deflection meets L/360 live and L/240 total load. Provide ( 2) l6d 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. 3.54 F— T19-6-15 R=21 US180 1 1-13 }/- 1A 0 0-4-1 �*18-8-12 —� R=43 U=IBO +/- 1 4 0 2X4 (A5R) L<-1-5-0-->J 2-9-3 Over 3 Supports R=107 U-180 W-F4.907" (99507-U76 / 1733B ( ) Z1/ - HJ2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.20 OTY:1 FL 1 E -/- Scale =.5" Ft. A AWARNIN6'A TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANOLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REF R 0 8 1 61313 REFER TO BCSI 1 03 (BUILDING COMPONENT SAFETY INFOR"TION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S93 D'ONOFRIO OR.. SUITE 200. MADISDN. NI 537 "I AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. T C D L 7.0 P S F DATE 0 5 / 0 2 / 0 6 MADI SON, WI 53719' FOR SAFETY PRACTICES PRIOR 10 PEBFDRMIN6 THESE FUNCTIONS. UNLESS OIHERYISE INDICATED. • n • L. TOP CNORO SMALL xA YE PROPERLI ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED �7 RIGID CEILING. N ' *�V BC DL 10.0 PSF DRW HCUSROBI 06I228IF AAIMPORTANT'•FuaNISM A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR, ALPINE ENGINE ER ALPINE PRODUCTS. IN[. SMALL NOI aE RESPONSIBLE FOR ANT DEYIAliON FROM THIS Of51GM; ANY FAILURE TO BUILD TM * * > * BC L L 0.0 PSF H C E N G K D / AP iR USS IR CONF ORNAYCE WITH TPI: OR IABRI GATING. HANDLING. SM IPPING. INSTALLING B BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE TOT . L D . 37.0 P S F S E Q N 14630 CONNECTOR PLATES ARE MADE OF !0/18/16GA (W.H/S/e) ASTM A653 GRADE N0/60 IN. N/H,S) GAL', STEEL. APPLY % STATE OF PLAYS TO EACH FACE Of TRUSS AND. UNLF55 OTHFRWISF LOCATED ON THIS DESIGN. POSITION PER DPANINGS 160A-l. ANY INS PE[IIOU OF PLATES FOLLOWED BY (I) SMAII DE PER ANNEX AI OF TPIl20D! SFC.J. A SEAL ON iHli '�� O Ii1Dpf� D U R . F A C . 1.25 F R 0 M G S B Alpine Engineered Products, Inc. pRANI FIG INDICAICO ACCEPTANCE OF PROFESSIONAL ENGINEERING RF SPDNSI B IL I TY SOLELY FDR THE I. SS COMPONENT 1950 Marley Dfive DESIGN SHOWN. THE SUITABILITY AND IISE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE MBineECh.F1. 33944 BUILDING DESIGNER PER ANSI/TPI I SEC. !. "MeNA SPACING 24.0" JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY IKUSS M1K. ( 99507-U76 / 1733B ( ) Z1/ EJ5 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. L1-0-0-1i 1-5-0-0 Over 3 Supports — > R-256 U-180 W=8" 120 mph wind. 19.90 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at lop chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=118 U=180 20 10-0 T+/ 1-4-0 2-5-1 18-8-12 R=89 U=180 +/- 1 4-0 (99507-U76 / 1733B ( ) Z1/ - EJ5) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.0918.2 PLT TYP. Wave "WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. "ANDLIN6. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-U3 (BUILDING COMPONENT SAFETY INFOR MAT I OX), PUBLISHED BI 111 (TRUSS PLATE INSTITUTE. 593 6300 ENTERPRISE LN. D'DMOFRID OR., 5U1 200. MADI SOtl, YI 537191 AND NT CA (WOOD TNU SS COUNCIL OF AMERICA. MADISON, WI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ' 1 70P CMORIT SHALL HAVE PR OPERLT ATTACHED STRUCTURAL PANELS AND DOT70M CHORD SMALL HAVE A PRO Pf RIY ATTACHED RIGID CEILING. 'IMPORTANT"FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP I Nf ENGINEERED •PRODUCTS. INC. SMALL NOT BE RESPONSIBLE f11 ANY DEVIATION IRON THIS DESIGN: ANY FAILURE TD BUILD THE - ALPINE N E TRUSS IN CONE ORMAN C[ WITH TP1: OR FABRICAIIXG, HAMDI ING. SHIFTING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONE ORNS WITH APPLICwBIE PROVISIONS DF NOS (XATIOYAL DESIGN SPEC. BY AFXPA) ADD TP1. ALPINE•. C OMNECTOR PLATES ANf MADE Df 2D/IB/166A fN.N/S/XI AS7N A65J GRADC AO/60 I.W. R/H,S) Gw{Y. STEEL. APPLY fA[E OF TRUSS AYD. UNLESS OTNERMISE l0[w TED OY TH15 DESIG. POSITI OX PER DRAWINGS 160A 2. p� �,E AIpIIleFa3glltCCT2�PTDe�iS,Ii1C. In Ddu M� CB H,i.PsW.FL 338N PIA TES TO EACH ANY INSPEETION Of PLATES FOLLOWED BY (1) SMALL Of PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. OTY:1 FL 1 E - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF :* BC LL 0.0 PSF i OF TOT.LD. 37.0 PSF DP DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R081-- 61314 DATE 05/02/06 DRW HCUSR081 06122813 HC-ENG KD/AP SEQN- 14619 FROM GSB JREF- 1SWU081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITIED BT INUSS MFH. ( 99SU/-U/b / 1/3,36 ( ) L1/ - tJf I Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L./360 live and L/240 total load. 120 mph wind, 19.27 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B. wind TC DL-4.2 psf, wind BC DL°=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. ;F— R=34 U=180 T1� 19 7-0 +/ 1-4-0 18 8 12 R=31 U=]80 +/ 1-4-0 2X (A1) �1-0-0: 2-0-0 Over 3 Supports R-155 U-180 W=4" (99507-U76 / 17338 ( ) Z1/ - EJ2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 1O(0) 7.20.0918.20 .1 FL 1 E Scale =.5" Ft. '"WARNING•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTAILINO AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 T C L L 20.0 P S F R E F R 0 8 1 61315 D'ONDFRIO DR.. SUITE 200, MADISDN, 41 53111) AND NTCA I1001 TRUSS COUNCIL DF AMERICA. 6300 ENTERPRISE IN. LESS OH OPI CMORDW SNAILI HAVE.PROP( R LY ATTACHEDS STRUCTURALPPA NFLSI ANDT BOTTOMU CHORDN SHAL IINHAV E AT PR OPEP LYI ATTACH ED RIGID CEILING. .A" .NA " ""I T C D L 7.0 P S F BC DL 10.0 PSF DATE 0 5 / 0 2 / 0 6 DRW HcuSR081 06122BIH �— ALPINE Alpine Engineered Products, Inc. 1950 Marley D&c Hainls Ciry,FL B1644 FL Catificalc DIAuthOMO oN IOW IMPORTANT"•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG INf ERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD INE TRUSS IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLING, $NIPPING. INSTALLING { BRACING OF TRUSSES. DESIGN COMFDRMS NI IN APPLICABLE PROYISIDNS OF LIDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,M/S/X) AST" A653 GRADE 40/60 (W. X/N.5) GAL, STEEL. APPLY PLATES ID EACM FACE OF 7R USS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16% I - ANY INSPECTION OF PLATES FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF TP11 2002 SFC.3. A SE AI ON THIS DRAWING INDICATES ACCEPTANC[ DF PROFESSIONAL ENGINEERING RESPO.SIBIIIT♦ SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANS1/IPI 1 sFC. 2. o• 22 y •' �• TATE OF i` "' P S � •� BC L L 0.0 PSF T 0 T . L D . 37.0 P S F H C -ENG K D / A P S E 0 N 14631 D U R . F A C . 1 . 2 5 F R 0 M G S B ' SPACING 2 4. 0" J R E F- 1 S W V 0 8 1 _Z 6 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY IRU» MIN. ( 99507-U76 / 17338 ( ) Z1/ EJ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets 1_/360 live and L/2,10 total load. PLT TYP. Wave ALPINE AlpIne FngIneered Products, Inc. 1950 Marley Drive HainaC9y,FL 338" FI. rntiruzle of AW6D(v#ioe N 567 5 F— R=45 U=-180 R-34 U=180 2X4(A1) 2-0-0 Over 3 Supports R=81 U=180 W=4" T19-7 0 1�+/- 1 4-0 16-8-12 +/ 1-4-0 120 mph wind, 19.48 ft mean hgt. ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 PST . Bottom chord checked for 10.00 psf non -concurrent live load. *Provide ( 2 ) 16d common nails(0.162'x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (99507-U76 / 1733B { ) Z1/ - EJ) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7.20.0918.20 'WARN TRUSSE5 REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. .... EF[a TO SCSI I DI (BUILDING COMPONENT SAFETY IMF ORMAIION/. PUBLISHED BY TPI IIRUSS FLAik INSTITUTE. 503 E� D-f1NOFRIO DR.. SUITE 200. MADISDN, MI 53719) AND WE (WODD TRUSS COUM[il Of AMERICA, 6300 ENTERPRISE LN. MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 10P CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ` L R IGIO CEILING. "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE �• Nc PRODUCTS. Itl[. SMALL NOi BE RE SPONSIBIE FOR ANY DEVIATION FROM THIS DESICH; ANY FAILURE To BUILD THE y TRUSS IH CO MF ORMANCE NI TH TPI: OR FABRICATING. NA LADLING. SHIPPING. INSTALLING t BRACING Of TRUS Sf S. 7B DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LADS (NAiI ON D[S1 GN SPEC. BY AF RPAI AND IP1. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/5/N) ASTM A653 GRADE 11/60 IN. N/H.S) GALV. STEEL. APPIY PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LUCAIED ON TM IS DESIGN. POSITION PIA DRAWINGS 160A-2. w ANY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANNEX A3 Of TPI1-2002 SFC.3. A SEAL ON THIS •/.•/ DRAMIM4 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SDL ELT FOR THE TRUSS COMPONENT l DESIGN SHOWN. THE SUITABILITY AN0 USE Of THIS CDMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER AN51/TPI 1 SEC. 2. 0TY:1 FL 1 - E - Scale =.5" Ft. N * OF fr— TC LL TC DL BC DL BC LL _ TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 61316 DATE 05/02/06 DRW MCUSR061 06122BIl HC-ENG KD/GWH SEQN- 14632 DUR.FAC. 1.25 FROM GSB SPACING 24.0" JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITILU BY IHU',S MIN. ( 99507-U76 / 1/33E1 ( ) L1/ - LJ3 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. Li-0-0- 3-0-0 Over 3 Supports R-186 U-180 W-8" 120 mph wind, 19.48 ft mean hgt. ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 20 0 0 R-64 Um180 1 7-1 1 4 0 R-51 U-180 +/ 1-4-0 (99507-U76 / 1733B ( ) Z1/ - CJ3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.20.0918.2 OTY:1 FL 1 E Scale =0.5" Ft. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFIIY INF D..*"0M). PUBLISHED BY TPI (TRUSS PLATE IM5IITUTE. I., D'OMOFRID DR.. SUITE P00. NAD.'0. VI SI/19I AND WTCA (.ODD TRUSS COUNCIL OF AMERICA, 630D EMI.PR15E IN. MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI CRIED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEIL 1,6. f ` \ C •N• ` C • •V T C L L 20.0 P S F (� T 1. D L 7 .0 PSF BC DL 10.0 PSF R E F R 0 8 1 61317 _ DATE 0 5 / 0 2 / 0 6 DRW Hcusxosl 06122811 H C E N G K D / AP ALPINE A*IMPORTANT**f URNI SH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRooucrs. uc. s.A,, Mor BE RESPONSIBLE cow ANYofnATIOM FROM THIS DESIGN: ANY FAILURE To BuuD THE T 0.U55 lY COME ORT CE WI/H TPI: 0R FABRICATING. HANDLING, SX IPPIMG. IMSiALI IMG B 80.A[1 NG OF TRUSSES. DESIGN CONFORMS YITN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/166A (.,H/S/k) ASTM A653 GR ADf AO/60 (V, k/H,S) GAL Y. STEEL. APPLY * A i TATE OF BC L L 0.0 PSF TOT . L D . 37.0 P S F S E Q N 14616 PLATES TO EACH FACE OF TRUSS AND. UNLESS DIHER.I SE LOCATED ON THIS DESIGN. POSITION PER DRAWI RES 160A Z. P f DUR. FAC. 1.25 FROM GSB Engineered lFD�Ci$, Inc.AMY AlpineEngineer�s�.,,IL�P, Products, ^'•'^'1 T+B�cin338M TMSPICTIDN OF PIAIES FOLLOWED BY (I) SMALL BE PER ANNEX A3 OF IPII-200I SEC.3, A SEAL ON THIS•••• DR AYIMG IMO IC AYES A[[EP IA NCf OF PA OFISS I ORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW,. THE SUITABILITY AMC USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDIMG DESIGNER PER ANSI/TPI I SEC.:. •�ORt<0 '' • • R7 a ` S " PAW SPACING 24.0" JREF 1SWU081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 UIMLN5IUNtO SUDMIIitU DT INU » HrN. ( 99507-1176 / 1733B ( ) Z1/ - CJ1 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L1240 total load. PLT TYP. Wave ALPINE Atpule Engineered Products, Inc. 1950 A4slley Drive Haines City, FL 33944 FL Cettirinte oEAB16Dri2atioa A 567 R�=O U=180 5 F- i 0-9-1 7 2X (A1) = R=11 U-180 4i-o-off 1 0-0 Over 3 Supports R=141 U-180 W=8" 120 mph wind, 19.07 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. • Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 19-2-0 1818-124-0 +/- 1 4-0 (99507-U76 / 1733B ( ) Z1/ CJ1) Design Crit: TPI-2002(STD)/FBC C RT=1.00(1.25) 10 0 7.20.0918.20 *WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER To BC51 1 01 IBUILDIMG CO"PO NE NI SAFETY IHFORMA110N1• 1U11I SHED By IPI TIRO$$ PLATE IN5111UIE. 581 D-OYOFRIO DR.. SUITE 200, MA DI SON, NI SJ719) AND NTCA IYODD TRUSS COUNCIL OF AMERICA, 63DO ENTERPRISE lN. N•� MADISON. NI 63719) FOa SAFEPPACiI[FS PRIOR 70 PF RF DRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ` TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PA MELS AND SOT to, CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `"IMPORTANT'*FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUC IS. INC. SHALL NOT BE RESPONSIBLC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE i y A IRU55 IN CONFORMANCE WITH TPI: OR FABRICATING. MA HOLING. SNIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SP(C, BI AFBPA) ARD TPI. ALPINE STEEL- APPLY STATE CONNECTOR P111E5 ARE MADE OF 20/IB/I6GA (W,H/S/N) ASTH ASS3 GRADE 40/60 IN. R/H,S) GALV. PLATES TO EACH fACE OF TRUSS AMD. SS OIHERYI SE LOCATED 0R THIS DESIGN. ➢051 TION PER DRAW IRGS IbOA-Z. •� BUT ANY INSPECTION OF PLATES FOLLOWED BY I1) SHALL BE PER ANNEf A3 OF 1 11 2002 SES13. A SEAL OR THIS /C �h.O R1 DRAWING INDICATES ACCEPIARCE OF PROFESSIONAL EMGINCERING RESPDNSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER PER AN51/TPI I SEC. 2. M / QTY:1 FL 1 E - LL 20.0 PSF TC DL 7.0 PSF R C DL 10.0 PSF BC LL 0.0 PSF z TOT.LD. 37.0 PSF 1.25 DUR.FAC. SPACING 24.0" Scale=.5"/Ft. REF R061-- 61318 DATE 05/02/06 DRW HCUSR081 06122B12 HC-ENG KD/AP SEON- 14617 FROM GSB JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( aywF-UFO 1 1F33G ( ) u/ - r 1 0 ) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 N: Bot chord 4x2 SP #1 Dense :81 4x2 SP #2 N: Webs 4x2 SP #3 Deflection meets L/360 live and L1240 total load. 0 7 0 1 T 28.75" I8-1-8 9-3-0 15" Typ. i ' 4X6= + 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 23.75" 1-8 J 4X6= 3X6= 4X8= 1.5X4 UI W— X 3X6= 4X6= T2 1.5X4(R) = 1.5X41M 1. JET 4X4= 4X4= 4Xb= 1.5X4 NI 1.5X4(R) = 1.5X4III 2X411 2X410 4X6= W=3X4= Lr 14-6-4 ,I 0- -4 2-9-0 2-6-12 2-6-12 2-6-4 -3-1 2-6-12 2-8-4 2-6-12 0 14 5 4- 3 1- 3 1 2 6 0 - 3. 1 2 6 4 2 6 12 - 3 1 1 5 a 2 6 0 3 i Re 29-10-8 Over 3 Supports R-802 W-7.25" R-1664 W---4 1.5X4IN 1.5X4111 4X6= 0-7-0 T 1.5X4(R) 1.5X4(R) 2 X 4 III 2 1 a 2-6-12 2-6-12 2 -11 -4 2-1-4 3-1 2 6 0 3 1 -3 1 1 7-B R-839 W-7.25" T 1 4-0 9-4 0 _L Note: All Plates Are 3X4 Except As Shown. (99507-1.176 / 1733B ( ) Z1/ FT6) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10(1.25) 10 0 7.22.1122.0 FL 1 E Scale =.25" Ft. "WARNING" TRUSSES REOUIRE (STREWS CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING- CD T C L L 4 0.0 P S F R E F R O 8 1 61319 REFER TO BCS1 1 03 (BUILDING COMPONENT SAFETY 1NFONMAT IOB), PUBLISHED BY 111 (MIS PLATE 1NSIIIUIE. Sa3 D'ONOFRI0 DR.. SUITE 200. M.ISO". W1 137191 AND NITA {.000 IRU SS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. ---- MOP CHORO50N SHALLI"AV E OIN OPENLY ATTACHEDS STRUCTURAL PRIOR TO P PANELSI AND THESENG 9011 MUCHORDN SHALL S. KNAVE ALESS T HERWIPROPERTYSE I ATTACHED �� " S A"""� T C OIL 10 .0 PSF DATE 0 5 / 0 2 / 0 6 RIGID CEILING, BC DL 5.0 PSF DRW CAUSR081 06122B18 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS ALPINE PRODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE * i B C L L 0. 0 P S F CA - E N G J R G/ G W H TRUSS IN CONFDRMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING R BRACING OF TRUSSES. s DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPEC. BY AFaPA) AND TPI. ALPINE " CONNECTOR PLATES ARE MADE OF eD/IR"6GA (N.N/S/A) ASTN A653 GRADE A0/60 IN, a/H,51 G.I.I. STEEL. APPLY i STATE OF t T 0 T . L D . 55.0 PSF S E Q N - 45713 PLAII$ /D EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-I. P o F p�J ANY INSP[[T10N OF PLAIES IOLLOWED BY (1) $HAtI BE PER ANNF1 A3 OF IPI] 2DO2 SE[.3. A SEAL ON THIS "" "& O R1Or� ; D U R . F A C . 1 . 0 0 F ROM G H AI ine F11 inentd PProducts, Inc. DRAWING INDICATE$ ACCEP TAN [E OF PROFESSION AL ENGINEERING RESPONSIB IL IIY SOL EIY FDP THE TRUSS COMPONENT (R -R� 1"0 Mariq Dme DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUIIDING tS THE RESPONSIBILITI OF THE V R� �"�" A" p HTIioesC4,FL 33944 BUILDING DESIGNER PER ANSI/YPI I SEC. Z. _/(�7Yi1/AM,ALi�'7-_ SPACING 24.0" JREF- 1SWV081Z66 FL certificate o(Aaftrizarioo A 567 — ( 99507-U76 / 1733B ( ) Z1/ - FT4 ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N :B2 4x2 SP 2400f-2.0E: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 0-7 0 — 8 1-B 15" Typ. AyA= 3X6= THIS DWG PREPARED FROM CUMPUItR INPUT ILUAU�, 6 UfMtN�IUNS) �UDMII ILU DI —1— See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Deflection meets L/360 live and L/240 total load. 27 75" 14.915'� 3-0 0 6-10-8 —T 4 X 6 =— 4X8= W=3X4= 1.5X4III 3X6= ��`�BY T 1-4-0 9-4-0 1.5X4 (R) = T 1-4-0 9-4-0 1.5X4 (R) = 4X6= " 2X4III 1.5X4(R) = 1.5X4III 1.5X4III 2X411 1.5X4111 IN, 14-6-12 _1 0- 4 2-9-0 1-4 g 2-6-12 2-6-12 2-5-4Ne N* 2-7-8 1-4-7 2-9 p 2 11 4 0- 4-5-4 1-3-12 1-3-12 2-6-0 1 3-12 2-5-4 1 4'B 1 3 12 11-1 3 12 1 5 4 1 3 12 1-4-7 1 3 12 1-7-8 21-6-11 Over 3 Supports 1 R-811 W-7.25" R=1176 W=3" 11-420 Note: All Plates Are 3X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ FT4) Design Crit: TPI-2002(STD)/FBC 1 E Scale PLT TYP. Wave C RT=1.10 1.25 10(0 7.22.1122.01 FL --WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. C L L 40.0 P S F R E F R 0 8 1 - 61320 REFER TO SCSI 1-01 (BUILDING COMPONENT SAFE IY I-FOP1u"-"- PUBLISHED BY TPI (TRUSS PLATE IMST]TUTE. 5B3 D'OMOF RIO DR., SUI1[ 200. MADISDR. Y1 53719) AND WTCA (WOOD TR U55 COUNCIL OF AMERICA, 6300 ENTERPRI Sf IN. IMOISOM, YI $3719) FOR SAfFTY PRACTICE' PRIOR 70 IE RF DRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA IED. c ��M T C D L 10.0 P S F DATE 0 5 / 0 2 / 0 6 TOP CHORD SHALL HAY. PROPERLY AT IACHE0 STRUCTURAL PABC,I AND I.M. CHORD SHALL HAVE A PROPERLY ATTACHED • •� RIGID CEILING. . BC DL 5.0 PSF DRW CAUSR081 06122815 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TD THE INSTAtIATION CONTRACTOR. ALPINE ENGINE[ D NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD T y : 1 BC LL 0.0 PSF CA-ENG JRG/GWH ALPINE PRODUCTS, INC. SHALL TRUSS itl [ONE ORMAACE WITH TPI: DR FABR I[A TING. "ABOL LNG. SNIPPING. IMSTAII IMG b BRACING OF TRUSSES. 1N 7� NATIONAL Sif Et. AM ALPIIIIE 1) SIG A IOf 820/IB/36GAO(Y,M/5/K) K/MPS) 4�0YTPI. M D 1 E OF T 0 T. L D. 5 5. 0 PSF S E Q N- 45716 CDNRECTORNPIRMS A TESYARE MAD£ITH ASTMA653 4RADENAO/60 (NY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE IOCAlfO ON TH15 DESIGN. POSITION PIN DRAWINGS 16DAZ. BE PER ANNEI A3 DF TP11-2D02 S[[.7. A SEAL ON TNT$ • ••�C D U R F A C 1.00 FROM G H Inc. ANY INSPECTION OF PLATES FOLLOWED BY E1) SHALT TY SDL ELT FOR THE TRUSS COMPONENT O R10 • ; Bl . . Alpine Engineered,F-Products, DRAWING"INDICATES ACCEITANCf Uf PROFESSIONAL ENGINEERING Rf SP ONSIBILI RESPONSIBILITY OF THE RRR��y (r p 1950Mar .' Drive DESIGN SHOWN.. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE _ SPACING 24.0" JREF- 1SWV081_Z66 ftmCRy,FL 33W BUILDING DESIGNER PER ANSI/TPI I SEC. 2. lNBW6C_P 'L rtlftfiralenrAREhorintiD® 8 567 _._AD THIS ONG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMIIILO By INUS, MIN- ( 9950/-U/b / 1/330 ( ) L1/ - 1-11 ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense :82 4x2 SP #2 N: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. J'_ 0-7-0 8-1-8 15" Typ.( 4X6- 1.5X4(R) = 3X8= W=3X4= 3X4= 3X4= 27.5" + 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"0",min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 3X4= 3X4= -1 8 3X8= 4X6= WOOA �f Ell 1 1:I MI" _—_ 1 .5X4 (R) = 4X4= 2X4 01 o- a 2-9-0 �1 E 2-6-12 _I_ 0�T 1-5-4 T1-3 12 1-3 12T 2 6 R-1006 W-7.25" 3X4= 2- T12 J— 2-5-0 _I, 2 6- 1-3 12 T 2-5-0 11-3-12 18-6-8 Over 2 Supports — 2X4 91 2 6-12 2-11 4 -0 11-3-12 111-33-1 2 -8-8 (99507-1.176 / 1733B ( ) Z1/ - FT1) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT=1.10 1.25 10(0) 7.22.1122.01 "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING, NET ER TD BCSI TRUSSES (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 G D'ONOF R10 DR.. SUI IE 2D0. MADISON,:11I 5]719) ANDWiCA IMODO TRUSS COUNCIL Of AMERI[A, 6300 EMTE RPR]SE lM. FDR SAFETY PRACTICES PRIOR iD PERFORMiMG THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. VV MADISON. NI 53719) TOP CHORD SHALL NA YE PR OP RIY AT TACNED S10.VCTUR AI PANELS AND BOIT DM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH ALPINE ENGINEERED No, A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PNODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEW On FROM THIS DESIGN: ANY FAILURE TO BUILD THE y A L P I N E t RUSS iN [DNF DR MANCE NI TO TPI: 00. FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES, 7N O[SIGN CONFORMS NIT" AP PL IC ABC[ PROWISIONS Of NOS (NATIONAL 0E 51GN SPEC. BY ACR/A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA (N,H/S/X) ASr" AIS3 GRADE N0/60 IN. X/H.S) GALY. STEEL. APPLY TA PLATES 10 1AIM FACE OF TRUSS AND. UNLESS OTHERWISE COCA IED ON THIS OE SI GN, POSITION PER DRAWINGS IGOA-2 � Alpine 1Jlgineered Products, Ine. I95O A4BIky Drtve MBmPsCity,fl. 31841 ANY INSPECTION Of PLATES IDLLOWED BY (1) SMALL BE PER ANIER A3 OF IPII-2002 SEC.3. A SEAL DN THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ONS IBILI TT SOL ELT FOR iME INU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILI A OF THE BUILDING DESIGNER PER ANSI/TP7 T SEC. 2. �* �a l �n _L T 0-7-0 _F 1-4-0 *9-4-0 1.5X4(R) 1.5X4(R) R-1006 W=7.25" FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.375"/Ft. REF R081-- 61321 DATE 05/02/06 DR W CAUSR061 06122B14 CA-ENG JRG/GWH SEON- 45719 FROM GH JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SLIM IIILU ITT INU�S MV H. ( 99SU/-U/b / 1/330 ( ) L11 - tIZ J Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 N: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 0-7-0 Typ. i,( 4X6= 1 .5X4 (R) = 3X8= + 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"0 % min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1 23.5" J _I 3X4= 3X4= 3X4= 3 X 4 =_ 3 X 8 =_ 4X6= �,`—ill '\— —III I�— ffl 4 X 6 =— 4X4= 1.5X4 (R) = 1.5X4 M 2 X 4 III o- a 2-9-0 � 2-6-12 o- -a1 5 4 1-3-12 1-3-12 2 6 R=994 W=7.25" IS L 3 X 4 =— 1.5X4 III I. I.5X4III 4X4= 1.5X4III W=H0308= 4X6= 2-6-12 2-1-0 E 2-6 12 T1-3-121- 2-1-0 1-3 12 —18-2-8 Over 2 Supports — 0-7-0 _T_ +9-4-0 2 X 4 111 J — 2-6 12 F 2-11-4 2-6-0 11-3-12 1-3-12 1 1-7- 1.5X4(R) 1.5X4 (R) R=982 W-3.25" T 1 4-0 (99507-U76 / 1733B ( ) Z1/ - FT2) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT=1.10 1.25 10(0) 7.22.1122.01 FL 1 E - Scale =.375" Ft. "WARNING'* TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER IO 0CS1 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTI FOIE. 583 O'ONDFRIO DR_ SUITE 110. MADI SON, YI 51119) AND 1ICA (110DD TRUSS COUYCiL DF AMERICA. 6300 EtlT IRPRISl IN. SE FUY[T]ONS. IINLF SS OT HERYISE INDI CAf FD. MADI SON. WI 53719) FOR SAF ITT PRACIICIS PRI DR TD PE RF ORMIMG THIS TOP CHORD SHALL HAYS PNOPERLT ATTACHED STRUCTURAL PANELS AND B0110N CHORD SHALL HAYS A PNOPFRl1l ATIACHED1V 1 ` AH ••. • /• • L L 40 . 0 P S F /� T C D L 10.0 PSF R E F R O 8 1 61322 DATE 0 5 / 0 2 / 0 6 DRW cn,useosl 06122BHZ ALPINE 111pine Enginc=da.Products,Inc. 1950 �kY Dme Heim CYy',FL 33814 FL caUfbc9e of AuIb0I MiDQ i 567 RIGID [FILING. "IMPORTANT•'FuRMISH A COPY OF iN15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CONFORMANCE PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING N BRACING OF 1RUSSE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNf CTOR PIAIES ARE MADE OF 10/1B/16GA (W.H/S/N) ASTM A653 GRADE A0/60 (W. 11H.S) GA1Y. STE11* APPLY P LA XIS 10 EACH FACE Of IRUSS AND. UMLE 55 OTHERWISE LOCATED ON THIS of SIGN. POSITION PFR DRAWINGS LOU". ANT INSPECTION OF PLATES FOLLOWED BY (/I SHALL BE PER AMNFX Al OF IPII-1001' IEC.1. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of Pp Of[5510NAL ENGIN(FRING RESPOMSIBIL1fY 50LELT FDR ixE TRUSSCOMPONENT 01516M SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC.:. '� No. y •� STATE OF i •• n� O R1Of,• ; .•••' fU!� C DL 5.0 PSF BC L L 0.0 PSF TOT . L D . 5 5 . 0 PSF C A - E N G J R G / GW H S E O N - 45722 _ D U R . F A C . 1.00 - FROM G H SPACING 2 4. 0" J REF - 1 S W V 0 8 1_Z 6 6 rill THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 995U7-U/6 / 1/33tl ( ) C1/ - 1-13 ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 N: Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 0-7-0 8-1-8 T y i— - 4X6= 1.5X4 (R) = 3X8= 20.25" + 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1-8 3X6= 4X8= . BBB!• .NRI•��—Ritatom.—.MRM!•—��—milk I ■MBB7•�R��. rl 4X6= 4X4= 1 .5X4 (R) = 1 .5X4 11 2X4III 0-j_L4 2-9-0 2-6 12 —1- 0- q1 5-4 1 .3-12 1 3-12T 2 6 R=980 W=7.25" 1.5X4111 1.5X411 -6-12 CIE 1-9-12{E 2 6- 11-3-12 1 9-12 1-3-12 T —17-11-4 Over 2 Supports W=H0308 = "` 1.5X4III 4X4= 4X6= I_ 2-6-12 J F 2-11-4 2-6-0 11-3- 12 11.3-1�-8 Note: All Plates Are 3X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ - FT3) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT=1.10(1.25) 10(0) 7,22.1122.0 "YARNING" TRUSSES RE OU IRE EK TREHE CARE TO FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. 03 COMPONENT S.,F TY .......IION), PUBLISHED BY /11 (TRUSS PLATE IMSiIlU TE. SB] REFER 10 BCSI 1 (BUILDING O'ONOF RIO OR.. SUI Tf 200, MADISDM, YI 53119) ANO NTCA (W000 TRUSS COUNCIL OF AMEPICA, 6300 ENTFAPRISE lM, MADISON. vl 53719) FOR S.,F 7Y PRACTICES PR IT TO PERFORMING THESE fUNt II OHS. UMLF SS OTNERvISE INDICATED. STRUCTURAL PANELS AND BOTTOM CHORD SMALL NAYS A PROPERLY ATTACHED •1 V TOP CHORD SMALL NAVE PROPERLY ATTAINED A IG1IT CFILIM4. ' —IMPORTANT''£URNISH A COPY Of THIS DES IGM 10 THE INSTALLATION CONTRACTOR. ALPINE [NETNEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDR ANT DEVIATION FROM THIS DESIGN: AMY f5ILURE TO BUILO TM y ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING N BRACING OF TRUSSES. 7f DESIGN CONFDRM5 WITH APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPEC. By AF&PA) AND TPI. ALPINE STEEL. APPLY ' •A IS CONNECTOR PLATES ARE MAD[ OF 2D/IB/16GA (W.M/S/C) ASTM A6S3 GRADE AD/6D TH. K/H, S) GALV. PLATES 10 EACH FACE Of TRU55 AND. UNLESS OTHERWISE SE LOCATED ON THIS DESIGN, POSITION PER OR A4ING5 160AZ. A]PNK Engineered P-_y-_�1 Inc.ANY 1nle �IiVB IncDRAWING '^•"`O MNRIB CNy, FL 33814 Fl. CeniBae of AwhoTmol oD 0 567 INSPECTION Of PLATES FOLLOWED BT (I) SHALL BE PER ANNEX A Of IPIT-ZD 2 SE [. 3. A SEAL ON TH 15 INDICATES ACCEPTANCE OF PR OFESSIOMAT ENGINE E RI MG RESPONSIBILITY SOI " FDR THE 'PUSS COMPOME NI DESIGN SHOWN. 1HE SUI/ABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER PER ANSI/TPI 1 SEC, 2. •.� OF R=980 T 1 4-0 9-4-0 1 FL-/1/-/E/-/- TC LL 40.0 PSF DL 10.0 PSF L 5.0 PSF 000 C LL 0.0 PSF OT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.375"/Ft. REF R081-- 61323 DATE 05/02/06 DR W CAUSR081 06122BIG CA-ENG JRG/GWH SEQN- 45725 FROM GH JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMIIILU By IKU» m M. ( 99507 U76 / 1733B ( ) Z1/ FT9 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS -(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 289 PLF at 0.00 to 289 PLF at 14.94 BC - From 10 PLF at 0.00 to 10 PLF at 14.94 Provide for complete drainage of roof. V_ 0 7-0 PX4III 1.5X4(R) 1.5X4(R) 2X4 UI 0-2-4 15-0-0 R=294 PLF U=52 PLF W-15 2-4 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL-3.0 psf. 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. Fasten rated sheathing to one face of this frame. 15-2-4 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ - FT9) Design Crit: TPI-2002(STD)/FBC Cq RT=1.10(1.25)/10(0) 7.22.1122.01 PLT TYP. Wave BRACING. "WARNING" TRUSSES REWIRE ETTREME CARE IN FABRICATION. HANDLING. SHI111N1. INSTALLING AND REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMUTIDN). PUBLISHED BY TPI (TRUSS PLATE INSfITUTE. 583 / D'OYOFRIO DR.. SUITE 200. MADISOtl. YI 53719) AND YT[A (YDSO TRUSS COUNCIL OF AMERICA. 6J00 ENTERPRISE EI.S. Y1 Sl]19) FOR SAFf TT PRACTICES PRIOR IO PFRFORMING THESE FUNC710NS. UYIE SS OTNERMI Sf INDICATED. ••�` S N MADISOtl, TOP CHORD SNALL HAVE PROPERLT ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED �. 1 R161D CE Il IN6. ' No. 'IMPORTANT "FURNISH A COPY OF THIS DESIGN TO iHF INSTALLATION CONTRACTOR. ALIINF ENGINEERED *PRODU[i5. FOR ANY DEVIATION IRON THIS DESIGN: AMY FAILURE 10 BUILD THE ALPINE IN[. SMALL NOT BE RESPONSIBLE (PUSS IN COMF DRMAMCE WITH TPI: OR FABRICAI(YG. HANDLING. SNIPPING. IMSf ALLIYG A BRACING Of TRUSSES. ' � DESIGN CONFORMS WItN APPII[ABIE PAOV1510NS OF MDS (NATIONAL DESIGN SPEC. BY ATbIA) AND tPl. ALPINE CONNECTOR PLATES ARE MADE OF 70/18/16GA (W.N/S/K) ASTM A65I GRADE AO/60 IN. K/M, S) GAI V. STEEL. APPLY PER DRAM ■GS7 160At. /Q : STATE OF PIAtES TO EACH FACE OF IRO SS AND. UNLESS OTHERWISE LOCATED DM THIS DESIGN. POSITION 6HAll BE PfR ANNFx Al DF iPll-TOOT SE[ 3. A SEAL OM THIS /A/Vf . O R1OaAAE Alpine Engineered Products, Inc. AMY INSPECIIDN OF PLATES TOLL DYED BY (1) DR AYIMG INDICATES ACCEPTANCE Of PPOFESSIONAI fMGI ME ERING RE SPONS ISILIIY SOLELY TOR THE TRUSS [OMPONE Nf FOR ANY BUILDING IS THE PFSPONSIB IL ITT DT TM[ • 1950 MBrky Drive Haines City. FL 33M4 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT BUILDING DESIGNER PER ANSI/TPI 1 SEC. 7. 2 X 4 111 T 0-7 0 —� —940� 1.5X4(R) 1.5X4(R) L A N 111 FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R081-- 61324 DATE 05/02/06 DR W CAUSR081 06122BHJ CA-ENG JRG/GWH SEQN- 45706 FROM GH JREF- 1SWV081_Z66 r THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUNMIIItU III IKUDD M)H ( 99I)U/-U/0 / 1/3.5U ( ) L1/ - r11U ) Top chord 4x2 SP #2 N Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. T 1 4 0 I 4-7-8 15" Typ. 4X8= 4X8= 2X4 NI 29.256" 12x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 3 X 4 =_ 3X4= 3 X 6 =— 4 X 6 =_ EZ7 z - �Zfl X4= 4X6= 2X4III 4X6= 1.5X410 3X4= 3X4= 1.5X4III 4X6= 0 0 12 2-10 8 11-6-0 0 -12 1-6-12 1 1-3-12 I 1 6 0 R-828 2-8-4 CIE 2-6-12 I, 2-8-4 11-3-12 T 2-6-0 —15-2-4 Over 2 Supports i_ 0-7-0 —�— +9-4-0 1 .5X4 (R) 1 .5X4 (R) 2 X 4 III 2-11-4 -3-12 CIE 1 3 12 -1 1-7-8 R=828 W=7.25" (99507-U76 / 1733B ( ) Z1/ - FT10) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10 0 7.22.1122.01 FL 1 E -/- Scale=.5"/Ft. ALPINE "WARNING" TRUSSES ■tGUIOt ERTREME CARE IN FABRICATION. HAMOLIMG. SNIPPING. INSTALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFE TY INf OPMATION). PUBLISHED B1 TIE (IRUSS PLATE INSIIIU TE. 58] D. DIIDFRIO DR.. 5UI TE 200. MADISON. WE S3T/9) A"0 1ICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON. NI 5]219) FOR SAFETY PMA C T ICES PRIOR TD PERFDR KING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD SWALE HAVE PROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEIIIMG. "IMPORTANT —FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR, ALPIME ENGINEERED PRODUCTS. INC. SHALL MOT BE RFSPON5LBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 80ILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. IMSTALLING B BRACING Of TRUSSES. C. V : ✓�• �••�; B �� NV. T C L L 40.0 P S f / 1. T D L 10.0 P S F C DL 5.0 PSF /� B C L L 0.0 PSF R E F R O 8 1 61325 DATE 0 5 / 0 2 / 0 6 DRW CAUSR081 06122B19 C A - E N G J R G / G W H DESIGN COMTORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. 01 AFAPA) AND TPI. ALPINE ED"NEETON PLATES -ARE MADE OF 20/I8/16GA (W,H/S/2) ASIM A6S3 GRADE 4D/60 (W. M/H.S) GALV. STEEL. APPL1 P LAT(5 TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A 2. STATE OF i TOT . L D . 55.0 P S F S E Q N - 45728 OUR . F A C . 1.00 FROM G H p,, ��,,,,,,E .,,,E��,, AIpInC FngIBCCfCd Products, Inc. 19" Marky D'O Haim City, FL33844 FL CatiFate Of AANi2atm s 367 ANY INSPECTION OF PLATES FOLLOWED 81 (1) SMALL BE PfR ANNEX A] OF 7PIl-2002 SEC.]. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL fMGIMfFRING QESPONSIBILITT SDIELY FOR THE TRUSS [OMPONENI DESIGN SHOWN. [ME SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. • •;r�pRypP.-' cP' �((B�� M'•�• ` N SPACING 24.0 JREF- 1SWVO81_Z66 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUHMIiItU DI W OOS MrM. ( 995U/-U/b / 1/s.st5 l ) L1/ - r ID Top chord 4x2 SP #2 N Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. 0-7-0 15" Typ. 4X6= 8-1-8 3X6= 3X4= i- 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"x3".min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 27.75" 3X4= 1.5X4 III 4 X 6 =_ 3-0 3X6= + 4X6= 3X4= 3X4= 1.5X4III 4X4= 4X4= 1.5X4(R) 1.5X4(R) 2X4III 0-P-4 2 9- 0_LIC. 4 1 R=801 W=7.25" 1.5X4III 2-6-12 3-12 [-b-1[ c-�-w 2 6 0 1-3-12 >1 2-5-4 —14-8-4 Over 2 Supports (99507-U76 / 1733B ( ) Z1/ FT5) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10(1.25) 10 0 7.22.1122. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TD BCSI I-Ol (BUILDING [OMPOMF Ni SAFE IT INFORMAi1DM). PUBIISNfD BY IPI (TRUSS PLATE INSTITUTE. S03 e D'OMDFRIO DR., SUITE 200, WADI SON, NI 53719) AND WTCA (YDOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE lN, MAOISON. W1 53719) FOR 5AFF TY PRACTICES PRIOR TO PCRFDRMI NG THESE FUNCTI OM S. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. I MPORTANT " "r URMISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE FXGINEERE *PRODUCTS. IN[. SHAH NOT BF RESPDMSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TOBUILD TI ALPINE TRUSS IN CONFOR MANE WITH TPI: OR fABRICAII MG. HANDLING. SNIPPING. INSTALLING 1 BRACING OF TRUSSES DESIGN CONFIRMS "ITM APPLICABLE PROVISIONS OF ND1 (NATIONAL DESIGN SPEC. BT A11PA) AND 111. ALPINE C ON MECT OR PLATES AREMA Df OF 2O/18/]bGA (W.M/S/K) ASTM A653 GRADE IO/60 IN. K/H,S) GALI. STEEL. APPLY A A. GM, POSITION PER DRAII MGS I6DA-2. PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED OM INDf EST.. " 1neored Products, Alpine Engineered Products, Inc. Di H = City. FL 33M4 ANY INSPECTION OF PLATES FOLLOWED BY (F) SHALL BE PER ANNEX A3 OF TPI1-20H2 SE C. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIDMAL EXGINE[RING RESPONSIR.1III SOLELY FOR THE TRUSS COMPONENT DCSIGX SH OHM. TNF SUITABILITY AXD USE DF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF I. BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. VVV M a e -1�— 2-6-12 2X4III R-787 W=3" —1— T 0-7-0 —T*9-4-0 1-4I-0 �L 1.5X4(R) 1.5X4(R) FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R081-- 61326 DATE 05/02/06 DR W CAUSR081 06122B16 CA-ENG JRG/GWH SEON- 52067 FROM GSB JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 99DU/-U/b / 1/.Jdb I ) LI/ - rI/ ) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. i_ 0-9-0 8-1 8 15" Typ. + 2x6 #3 HEM FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun (0.128"x3",min.)nails. Strongbac k material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 24.75" 3X6= 3X6= 3X4= 3 X 4 =— 1.5X4III 4X4= -3-0 3X8= 4X6= 1.5X4111 3X4= 3X4= 1.5X4III 4X4= 4X4= 3X4= 1.5X4(R) 1 .5X4 (R) 2X4III 0 2-4 290 W� O.Il2-4 1 5 4 T 1 3 12 R-787 W-7.25" c-b- 1 3 12 T _I, 2-6-12 301F 2-2-4 -6-0 1-1-3-12 1 2-2-4 —14-5-4 Over 2 Supports 1-3 12 J- 2-6-12 1-7 8 R=787 T 1-4-0 9-4-0 1 (99507-U76 / 1733B ( ) ZI1 - F17) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10(0) 7.22.1122.01 FL 1 E - Scale =.5" Ft. -WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING, T C L L 40.0 P S F R E F R 0 8 1 61327 REFER 1D BCST 1-OI (BUILDING COMPONENT SAFETY INFORMATION), PURL I SHED BY 1P1 (TRUSS PLATE 1.1FITUT E. D'ONOFR I. DR .. SUITE 200. WADI SON, MI 11111) AND WTCA (YODD TR VSS COUNCIL DF A"[RICA, 6300 EMIERPRISf lN, S • "P T C D L 10.0 P S F DATE D 5 / 0 2 / 0 6 MADISOM. NI SI719) FOR SAf ETY PRA- I P0.10R TO PE Rf ORM IN /NF SE FUN[i10Y5. UNLESS OTME0.Y1 Sf INDICATED. TOP CHORD SHALL HAVE PROPERLI ATIACNED SIRUCTURAI PANELS AND BOTTOM CHORD SMALL NAME A PROPERLY ATIACMED N"_.. 0. IGID CEILING. BC DL 5.0 PSF DRW cnusRoal 06122817 ..IMPORTANT -'FURNISH A [OPT Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N 5 ALPINE PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN; ANY FAILURE TO BUILD THE BC L L 0.0 P S F C A- E N G J R G/ GW H TRUSS 1N CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING B BRACING OF TRUSSES. DESIGN CONFORMS YI1N APPI ICABII PROVISIONS OF RDS (NATIONAL DESIGN SPEC. BY AFBPA) AND FIT. ALPINE CONNECTOR PLATES ARE MADE Di t0/18/16GA (W,M/5/K) ASTN A653 GRADE CO/60 (W. k/N,5) GALV. STEEL. APPLY A. STATE OF j TOT . L D. 5 5.0 P S F S E Q N 45710 PLATES TD EACH iACE Of TRUSS AND, UNLESS 07 Nf TINT SE LOCAIED ON THIS DESIGN. POSITION PER DRAWINGS I60A-2. ANY INSPECTION OF PLATES FOLLOWED BY II) SMALL BE PER ANNEX A3 Of TP11 2002 S£C.3. A SEAT ON THIS • Ont� Alpine Engineered Products, INC. DPAWIMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIL)TY SOLELY FOR THE TRUSS COMPONENT "� p'�' rAf D U R . F A C . 1 . 0 0 f ROM G H 1950 MffiICy'Drive DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE V A»�"A ` Haines Cuy,ft 33844 BUILDING DESIGNER PER ANS1/1PI I SEC. 2. SPACING 2 4. 0" I R E F- 1 SW V 0 8 1 _Z 6 6 FL Ca£if"t of Authorization 0 567 _ __ IMIS UNV rKtrA1LLU In UM I,VMruILH IN1U1 (LVAV� a UI— N"I", I — " - ( 995U/-U/b / 113.11E ( ) L1/ - P IU Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 SPECIAL LOADS ___ -(LUMBER DUR.FAC.=I.00 / PLATE DUR.FAC.=1.00) TC From 289 PLF at 0.00 to 289 PLF at 14.19 BC - From 10 PLF at 0.00 to 10 PLF at 14.19 Provide for complete drainage of roof. 2 X 4 III 1.5X4(R) _i 0 7-0 1.5X4(R) 2X4111 0 2-4 rift 14-3-0 R-294 PLF U=52 PLF W-14-5-4 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=3.0 psf. 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. Fasten rated sheathing to one face of this frame. 14-5-4 Over Continuous Support 2 X 4 III 2 X 4 III —1, T 0-7-0 1-4-0 0 _�*9-4 1.5X4(R) 1.5X4(R) Note: All Plates Are 1.5X4 Except As Shown. (99507-U76 / 1733B ( ) Z1/ - FT8) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10(0) 7.22.1122.0 -/1 E - Scale =.5" Ft. •`YARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO SCSI ]-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 `* ` /FL T C L L 40.0 P S f R E F R 0 8 1-- 61328 ALPINE D'ON DFRIO OR.. SUI IE 200. MADI SON, NI 11111, AND W7CA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISDM. NI 53]11 FOR SAFELY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CFIIING. **IMPORTANT* *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO euuD THE TRUSS iN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING N BRACING Of TRUSSES. B� • ••A V * �•% * C T1. D L 10.0 P S F BC DL 5.0 PSF B C L L D . P $ F DATE 0 5 / 0 2 / 0 6 DRW CAUSR081 061228HK C A E N G J R G / G W H Al me Engineered Products, Inc. 1950 Marley Drive ! ,Y CiIy,Fl. 33944 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFXPA) AND ITT. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/S/X) ASIM A653 GRADE 40/60 (W. X/N•S) GALV. S7FFL. APPLY PLATES TO EACH FACE OF IRO SS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16DA-2. ANY INSPECTION DF PLATES FOLLOWED BT (1) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS10NAl ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TN[ SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC Z. TA (7F �• J p •��0 B1 TOT . L D . 5 5.0 P S F S E O N - 45704 D U R . F A C . 1.00 FROM G H SPACING 2 4. 0" J R E F- 1 S W V 0 8 1 _Z 6 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMIIILL) BT IMUSS HIM. t yySU/-U/0 / 1/33H I ) c3/ Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 I 0-7 0 15" Typ. 3X4= 1.5X4 (R) = 3X4= 2X4III 3X4= Deflection meets L/360 live and L/240 total load. Trussmust be installed as shown with top chord up. 4X4= rl J\ZN /..7!��7Z L__j - 3X4= 3X6= 3X4= 2X4I 1.5X4(R) 2X4III 1214 2-8-4 0-12t4 1-5-4 1 R=458 W-3" ,I, 1-3-3 � E 1-5-4 _I_ 2-9-0 -6-3 2-8-4 T 1-6-0 -3-15 Over 2 Supports R=444 .` (99507-U76 / 1733B ( ) Z1/ - FT11) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10 1.25 10(0) 7.22.1122.0 -WARN TRUSSES REGO IRE ER TREK CARE IN FABRICATION. HAND ING. SHIPPING. INSTALLING AND BRACING. BET ER 70 TIC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ON0FB10 DR., SUITE 200. "ADISON. NI 537111 AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, NI 537159) FDR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND So ITDMCHORD SHALL HAVE A PROPERLY ATTACHED ` RIGID CEILING. ��•� A"MPORTANT'•F URNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Df SIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT" TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES. y 7N DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS INATIMAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/IB/16GA IW,M/S/N) AST" A653 GRADE AD/60 (W, R/H,S) WLV. STEEL. APPLY .. PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LO[AT ED OM THIS DESIGN, POSI TIDN PER DRAWINGS 160A-2. 1neere',F.,,od Alpine Engineered PrOducL4, Inc. `•"'^] Heina City, FL 33944 ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEN A3 OF TPI1-2D02 SEC. 3. A SEAL ON THIS DR HYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C0 PONE NI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FDA ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. A +9-4-0 OF T 1-4-0 I FL/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF RO81-- 61329 DATE 05/02/06 DRW CAUSR081 06122BHT CA-ENG JRG/GWH SEQN- 45731 FROM GH JREF- 1SWV081_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LUAUS IS UIML"IUXD) SUNMIIILU DI inu wrn. (99507-U76 / 1733B ( ) Z1/ E1G Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. �_1 0 0- R=708 U-180 W-8" 4X4= 4X4= 5-0-0 _1_ 2-0-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. yl hip supports 5 0-0 jacks with no webs. 12-0-0 Over 2 Supports 5-0-0 LR,1-0-0J R-708 U=180 W=8" 2-5-1 9-4-0 (99507-1-176 / 1733B ( ) Z1/ FIG) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 1O(0 7.24.1230. OTY:1 FL 1 E / Scale =.5" Ft. -WARMING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY ITT (TRUSS PLATE INSTITUTE. 583 D'DN Of R10 DR.. SUITE 100. NADISOH, YI 53719) AMD WT[A (W DDD TRUSS [DUXCII Of ANFRIG. 6300 fXiE RPRISF LN. E TY PRACTICES PRIDR TO PERFORMING THE 5E FUNCTIOXS. UNLESS OTHERWISE INDICATED. MAOISOM, WI S37191 FOR SAFE •��;%R .••� • N� V •• L L Tl. D L 20.0 7 D P S F P S F R E F R 0 8 1 61330 DATE 0 5 / 0 2 / 0 6 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.0. ` 7�;• 5 BC DL 10.0 PSF DRW HCUSR081 06122778 H C - E N G G D L / A P A L P I N E - Alpine Engineered Products, Inc. I95DMmky Ellin Haim City, FL 338H FL Cmd"t of A10MIZ910e IF %7 *`IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDR ANY OEYIAl10N FROM INIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING F BRACING OF tRUS5f5. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AfRPA) AND TPI. ALPINE CONNECIOR PLATES ARF MADE Of 1D/IB/IGGA (W,M/S/K) ASTN A653 GRADE N0/60 IN. K/H.S) GAL Y. STEEL: APPLY PLATES IO EACH FACE OF IR USS AND. UNLESS OTHE RYI Sf LOCATED ON IH7S DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPEC/ION OF PLATES lUILOUED B1 11) SNAIL BE PFR AMNfX A3 OF IPiI-2002 SEC.3. A SEAL ON iH15 DN AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESIGNS IBILI IY SOLELY FOR THE TPU SS COMPONENT DESIGN SHOWN. THE SUIIABIIITY All USf Of INIS COMPONENT FOR ANY BUILDING IS I"( RESPONSIBT/ITY Of INC RU I I DI NG BE S I ORE. PER ANSI... I SEC. 2. i `� • S SR V ATE OF A."w" �� O R,D •V`•� B C L L T 0 T . L D . 0.0 3 7.0 PSF P S F S E Q N 21320 D U R . F A C . 1.25 FROM J T H SPACING 24.0" JREF- 1SWVO81_Z66 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &.DIMENSIONS) SUBMIIILU BY IMUSS M.H. (99507-U76 / 1733B ( ) Z1/ - E2) Top chord 2x4 SP 12 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7 02. CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. PDeflection meets L/360 live and L/240 total load. 5 F— 2-10-1 8 9-4-0 2X411 2X (Al) = 2X (A1) Li 0-0,j PLT TYP. Wave ALPINE Alpine Engineered Products, Inc. 19% Malley D&C Haines Cry, lti 338M R-506 U=180 W-B" 6-0-0 12-0-0 Over 2 Supports -0-0 (99507-U76 / 1733B ( ) Z1/ - E2) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7.24.1230 "WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAILING AND BRACING. REFER TO BCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2IF MADISON. NI S3719) A.. MICA (WOOD TRUSS COUNCIL Of AMEX I CA. 6300 ENTERP.ISE IN. MAOISON, WI S3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OF INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ''IMPORTANT"'�FuRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ROUf.15. INC. SM AIi NOT BE RESPDMSIBL[ FOR AMY DEVIATION fR OM THIS Of SIGN; AMY FAILURE 10 BUILD THE TRUSS IN CONF OR MAIICf NIT" TPI: OR FABRIC A FIN., HANDLING, SMIPPI N4. INST ALLIN6 B BRACING OF iPUSSE S. DESIGN COWED HS NIT. APPLICABLE PRO YISIDNS OF MDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE C ON HECT OR PLATES AR[ MADE OF ZO/18"'GA (W,H/S/K) ASTM A653 GRAD[ iD/60 (W. K/H.SI GAI Y. STEEL - APPLY �0 : PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS OE SIG I GN. POSITION PER DRAWINGS 160A1. ANY INSP[CIION OF PI AT[S FOLLOWED BV (I) SHALL BE PER ANNEX A3 OF TPII-2002 SECA. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILOt.6 DE SI F,NER PER ANSI/TPI 1 5EC. 2. L'i-0-0::.j R-506 U=180 W=B" QTY:1 FL 1 TC LL TC DL BC DL BC LL TOT.LD. OF DUR.FAC SPACING E - Scale=.5"/Ft. 20.0 PSF REF R081-- 61331 7.0 PSF DATE 05/02/06 10.0 PSF DRW HCUS11081 06122764 0.0 PSF HC-ENG GDL/AP 37.0 PSF SEON- 21334 1.25 FROM JTH 24.0" JREF- 1SWV081_Z66 FORM 60OA-2004 EnergyGaugeO 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1733 ..At _ Builder: DR HORTON Address: ; J Permitting Office: �� ;��'� � �� / Permit Number: City, State: = 15 , L_ Owner: �� GY oc( Jurisdiction Number: Climate Zone: Central 1. New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1732 f' - 7. Glass type and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)263.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)263.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 134.0(p) ft - b. Raised Wood, Adjacent R=1 1.0, 240.0ft' - c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 773.0 ft' - b. Frame, Wood, Exterior R=1 1.0, 983.0 ft' - c. Frame, Wood, Adjacent R=11.0, 245.0 ft' - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 1052.0 ft' b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 26406 PASS Glass/Floor Area: 0.15 Total base points: 27863 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. 117� PREPARED BY: -\_� x DATE: b I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 6,tvt'a- DATE: Cap: 42.0 kBtu/hr - SEER: 13.50 Cap: 42.0 kBtu/hr - HSPF: 8.50 Cap: 50.0 gallons - EF: 0.90 PT, - Review of the plans and sTgi, specifications covered by this o'_gHE calculation indicates compliance y o with the Florida Energy Code. ""' Before construction is completed this building will be inspected for compliance with Section 553.908 coDVWaE Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & vvinter Mass output on pages tc, . EnergyGauge® (Version: FLRCSB v4.0) 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 1732.0 25.78 8037.2 Single, Clear E 1.0 19.0 32.0 63.97 1.00 2041.2 Single, Clear S 1.0 15.0 32.0 48,22 0.99 1532.5 Single, Clear E 1.0 22.0 64.0 63.97 1.00 4082.4 Single, Clear E 1.0 10.0 30.0 63.97 0.99 1908.1 Single, Clear N 1.0 6.0 15.0 30.19 0.97 441.2 Single, Clear W 1.0 8.0 30.0 57.68 0.99 1714.8 Single, Clear W 1.0 8.0 15.0 57.68 0.99 855.3 Single, Clear W 1.0 6.0 15.0 57.68 0.97 838.0 Single, Clear E 1.0 8.0 15.0 63.97 0.99 948.3 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 As -Built Total: 263.0 15044.7, WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 245.0 0.70 171.5 Concrete, Int Insul, Exterior 4.1 773.0 1.18 912.1 Exterior 1756.0 1.90 3336.4 Frame, Wood, Exterior 11.0 983.0 1.90 1867.7 Frame, Wood, Adjacent 11.0 245.0 0.70 171.5 Base Total: 2001.0 3507.9 As -Built Total: 2001.0 2951.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 24.0 4.80 115.2 Exterior 24.0 4.80 115.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 42.0 1".0 As -Built Total: 42.0 158.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1052.0 2.13 2240.8 Under Attic 19.0 1052.0 2.82 X 1.00 2966.6 Base Total: 1052.0 2240.8 As -Built Total: 1052.0 2966.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 134.0(p) -31.8 -4261.2 Slab -On -Grade Edge Insulation 0.0 134.0(p -31.90 -4274.6 Raised 240.0 -3.43 -823.2 Raised Wood, Adjacent 11.0 240.0 1.80 432.0 Base Total: -5084.4 As -Built Total: 374.0 -3842.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 33630.4 Summer As -Built Points: 42063.41 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 42063 1.00 (1.09 x 1.150 x 0.95) 0,253 0.950 11986.7 33630.4 0.4266 14346.7 42063.4 1.00 1.188 0.253 0.950 11986.7 EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGaugeO4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1732.0 5.86 1826.9 Single, Clear E 1.0 19.0 32.0 12.37 1.00 396.6 1 Single, Clear S 1.0 15.0 32.0 9.90 1.00 315.7 Single, Clear E 1.0 22.0 64.0 12.37 1.00 793.3 Single, Clear E 1.0 10.0 30.0 12.37 1.00 372.6 Single, Clear N 1.0 6.0 15.0 15.07 1.00 225.5 Single, Clear W 1.0 8.0 30.0 13.25 1.00 397.3 Single, Clear W 1.0 8.0 15.0 13.25 1.00 198.7 Single, Clear W 1.0 6.0 15.0 13.25 1.00 199.2 Single, Clear E 1.0 8.0 15.0 12.37 1.01 186.6 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 As -Built Total: 263.0 3235.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 245.0 1.80 441.0 Concrete, Int Insul, Exterior 4.1 773.0 3.31 2554.8 Exterior 1756.0 2.00 3512.0 Frame, Wood, Exterior 11.0 983.0 2.00 1966.0 Frame, Wood, Adjacent 11.0 245.0 1.80 441.0 Base Total: 2001.0 3953.0 As -Built Total: 2001.0 4961.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 24.0 5.10 122.4 Exterior 24.0 5.10 122.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 42.0 194.4 As -Built Total: 42.0 228.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1052.0 0.64 673.3 Under Attic 19.0 1052.0 0.87 X 1.00 915.2 Base Total: 1052.0 673.3 As -Built Total: 1052.0 915.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 134.0(p) -1.9 -254.6 Slab -On -Grade Edge Insulation 0.0 134.0(p 2.50 335.0 Raised 240.0 -0.20 -48.0 Raised Wood, Adjacent 11.0 240.0 1.80 432.0 Base Total: -302.6 As -Built Total: 374.0 767.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1732.0 -0.28 -485.0 1732.0 -0.28 -485.0 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeVFIaRES'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 Winter Base Points: 5860.0 Winter As -Built Points: 9622.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(8.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 9622.8 1.000 (1.078 x 1.160 x 0.95) 0.402 0.950 4360.6 5860.0 0.6274 3676.E 9622.8 1.00 1.188 0.402 0.950 4360.6 EnergyGaugel" 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 ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14347 3677 9840 27863 111987 4361 10059 26406 PASS �01 -CRE sr�T� fit, �� EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,, Ae-91 INI=u TROTION RFDUCTION COMPLIANCE CHECKLIST PERMIT #: -••-- •--• •--•------------ COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on erimeter of floor cavi 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. TIVE MEASURES must be met or exceeded b all residences. dA-22 OTHER PRESCRIP CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugel DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1732 ft' _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)263.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)263.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 134.0(p) ft _ b. Raised Wood, Adjacent R=1 I.0, 240.0ft' c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 773.0 ft' _ b. Frame, Wood, Exterior R=11.0, 983.0 ft' c. Frame, Wood, Adjacent R=11.0, 245.0 ft' d. N/A - e. N/A - 10. Ceiling types a. Under Attic R=19.0, 1052.0 ft' _ b. N/A - c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A - 12. Cooling systems a. Central Unit b. N/A c. NIA 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-Neat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C e compliant feat�eyr�/��e;� V Builder Signature•_ ��l/ y Date: Address of New Home: 1`S_1 City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 13.50 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.90 PT, _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSPB v4.0) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House Job: SANDY RIDGE DEL AIR HEATING,AIR CONDITIONING,R 243-04 log COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF - 213 cfm 0.80 ach x 16011 ft3 x 0.0167 - 2. Winter infiltration load 7515 Btuh 1.1 x 213 cfm x 32 OF Winter TD = 3. Winter infiltration HTM _ 7515 Btuh / 305 ftZ aTotal nd door area 24.6 Btuh/fF Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF _ 0.40 ach x 16011 ft3 x 0.0167 - 107 cfm 2. Summer infiltration load 1.1 x 107 cfm x 18 IF Summer TD = 2113 Btuh 3. Summer infiltration HTM Total _ 2113 Btuh / 305 ft� and door darea 6.9 Btuh/ftz Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 107 cfm = 3148 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 75 cfm vent. x 18 IF SummerTD = 1485 Btuh x Sensible load for structure (Line 19) + 27353 28838 Btuh Btuh Sum of ventilation and structure loads 00 Rating and temperature swing multiplier x 28838 Btuh Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. 212 Btuh Internal loads = 230 Btuh x 6 + people + 1380 3148 Btuh Btuh Infiltration load from Procedure C - - Btuh Equipment sizing load - latent *Construction Quality is: a No. of Fireplaces is: 0 Boldrltalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2004 Feb1315:07:57 �/+�+ghitsoft Right -Suite Residen8ai 5.5.17 RSR26014 Page 1 wn /C.r,K E:1Fiies\DMonan2002\1733SMDYRIDGE\1733SMDYRIDGE.rw PROJECT SUMMARY Entire House Job: 1733 SANDY RIDGE DEL AIR HEATING,AIR CONDITIONING,R 2-13-04 tog COMMERCE STREET, LAKE MARY, FL 32746620E Phone: (407) 831-2665 For DR HORTON Notes: Weather Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Building heat loss 33713 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33713 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heatin Co lin3g Area (ft) 3Z Z Volume (ft3) 16011 16011 Air changes/hour 0.80 0.0 Equiv. AVF (cfm)107 Heating Equipment Summary Make CARRIER Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.6 HSPF 0 Btuh @ 47°F OF 1400 cfm 0.042 cftnlBtuh 0.40 in H2O 93 OF 75 OF 118 OF 50 % 43 grAb Sensible Cooling Equipment Load Sizing Structure 27353 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data y Rate/swing multiplier 1.00 Total sens. equip. load 28838 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration Total latent equip. load 3148 Btuh 6739 Btuh Total equipment load 35578 Btuh Req. total capacity at 0.80 SHR 3.0 ton Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency 12 EER Sensible cooling 33200 Btuh Latent cooling 8300 Btuh Total cooling 41500 Btuh Actual air flow 1400 cfm Air flow factor 0.051 cfrn/Btuh Static pressure 0.40 on H2O Load sensible heat ratio 81 /o BokVWk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. !�,�� wnght!5C> t Right -Suite Residenda15.5.17 RSR26014 2044-FCtrl3lPage / Page 1 f1Ch f� E:1FWeDtHoAon2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1733 SANDY RIDGE 2-13-04 10g COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O V O V W H C H W N S H N K Y I R A L L O T H V G N H L W R A H L G C R R G T A R A R D W L Z E M D G Z L O X Y T M DINING RM 0 d 1 1 g0 1.0 1.0 14.0 5.0 54.4 32.0 0.0 a n e a c n KITCHEN LAUNDRY LIVING/FOY a n s a c n 0 d 1 1 g0 1.0 1 g0 1.0 1.0 1.0 10.0 14.0 5.0 8.0 30.4 54.4 32.0 64.0 0.0 0.0 b n e a c n 0 d 1 PWDR PANTRY _ MBDRM b c n 0 d 1 1 g0 1.0 1.0 5.0 5.0 54.4 30.0 0.0 a n e MATH MWIC BDRM3 n b c n 0 d 1 1 g0 1.0 1.0 1.0 5.0 20.4 15.0 0.0 a n BDRM2 a n w b c n 0 d 1 1 g0 1.0 1.0 3.0 5.0 54.4 30.0 0.0 WIC2 a n w b c n 0 d 1 1 g0 1.0 1.0 3.0 5.0 54.4 15.0 0.0 BATH2 r W nghtsoft Right Suite ResidentIW 5.5.17 RSR26014 2004 Feb 131Page 1 Page 1 Z5E:wueslDrlimton2=1733SANDYRIDGE�1733SANDYRIDGE,- a a a HALLISTAIRS n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 LOFT n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 0.4 15.0 0.0 15.0 0.0 15.0 13.2 rC� wrightsoft Right -Suite Residential 5.5.17 RSR26014 2004-Feb131P 9 2 E. Files\D*W,,2W2\1733SANDYRIDGE\1733SANDYRIDGE.- RIGHT-J WORKSHEET Entire House Job; 1733 SANDY RIDGE 2-13-04 DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone. (407) 831-2665 MANUAL J: 71h Ed. He Entireors DIfJWG RM KITCHEN LAUNDRY 15.0 ft 1 Name d roan 2 Length exposed oral 266.0 ft6.0 26.0 ft 15.0 x 11.0 ft 9.0 ft 9.0 x ft ft 3 Room dirriensionss 4 Ceings Condit Option 8.6 ft heatAwd d 9.4 ft heaVood Wol 9.4 ft heat/cod 9.4 ft heattod TYPE OF CST HTM Area Load (Btuh) Area (Btuh) Area (B�h)� Area Load � C19 C� FJO'OSI�E NO. Htg Clg OF) Htg C19 (ft� ( .... 5 Gross a 14B 4.6 2.1 901 "" "`- 244 0 .... .... ,,,, 85 0 .... .... »» 0 .... �-' "" Exposed b 12C 2.9 1.9 1142 "" "'- 0 0 c 13C 3.2 12 263 "" 0 0 Partitions d 0.0 0.0 0 0 "" "" 0 e 0.0 0.0 0 "' "" 0 «.. ,,,, 0 p ,,,, f 0.0 0.0 0 6 V*40rVs and a 1C 37.0 - 199 -1355 ^^ 32 1183 "" -,,, 0 0 0 0 "" «». 0 0 0 0 glass doors b 8C 37.0 - 64 2365 "" .... 0 0 0 0 ,,, 0 0 .». 0 0 Heating c 9C 38.7 - 0 0 "" 0 0 "" 0 0 "" 0 0 d 0.0 - - 0 0 0 0 "" 0 0 "" 0 0 "" 0 0 -- e f 0.0 0.0 - 0 p "" 0 0 """ 0 p "" 0 0 7 Wrtdo�s and North 20.4 28 -" 575 0 0 "" ,,,, 0 0 0 0 »- .-. 0 0 0 0 "" -- 0 0 glass doors NENW EIW 0.0 54.4 0 201 .... 0 10934 32 "" 1741 0 "" 0 0 .... 0 Coding SE/SW 0.0 0 -" "" 0 0 0 "" "" 0 0 0 0 .... .... 0 0 0 0 ,... 0 South 30.4 34 '-' 1028 0 "" 0 0 "" 0 0 "" 0 Haz 0.0 0 0 8 OCnerdoors a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 0 0 0 1 0 265 0 179 b 10D 14.7 9.9 18 265 179 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 9 Net a 14B 4.6 2.1 773 3562 15W 212 979 437 85 390 0 174 0 0 258 115 exposed b 12C 2.9 1.9 983 2831 1911 0 0 0 0 0 0 0 0 210 walls and c 13C 3.2 1.2 245 772 287 0 0 0 0 0 0 0 p 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 17 22 1052 1784 2342 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 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 11 Floors a 22A 25.9 0.0 134 3473 0 26 674 0 9 233 0 0 0 1 0 389 0 0 0 (Nde: norm b 19G 1.1 0.0 240 273 0 0 0 0 0 0 0 0 0 0 0 perimeter is diispl. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %-) f 0.0 0.0 0 0 0 0 11 12 Infiltration 1 24.6 6.9 305 7515 2113 32 788 222 0 0 0 1 443,125 13 Subtotalloss=6+8..+11+12 "" 30648 "-' 3624 -„ .... 6Z3 .... ..» 1566 0 »- ext Less ernal heating "" -"' 0 0 ,,,, ..., 0 »-. -- -- Less transfer 0 ,-, 0 -- .... 0 -•• Heating redrsbtubon 10° 0 3065 "'- 10" 362 „� 62 "" 10'/ 157 14 15 Duct loss Total loss = 13+14 "" 33713 - 3986 "" �10 685 1723 16 Int. gains: People @ 300 6 '-- '-'- 1800 1 - 0 - 300 0 0 1 "" 0 1200 0 1 "" 0 600 Appl. @ 1200 2 "" '-'- 1800 24866 - .... - 2700 .... 1374 ..., 1097 17 Subtot RSH gain=7+8. +12+16 ,... .... .... -.. 0 Less WftT d cooling "- 0 ,,,, -,, 0 -.. .». 0 -- -- Less transfer -"' .... _ 0 .... ,,., 0 .,- - 0 18 Goofing redistribution Dud gain '"" 10°/ '-- 0 2487 10°/ .� Z70 10 - --� 137 1 -- .... 110 1 20 19 Total RSH gain-(17+18pPLF 1.00 27353 1.00 `-' 2152 1.00 .... 28 15T7 1.00 -.. 72 62 20 Air required (dm) "" 1400 1400 166 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wragF7t5o'rC Right -Suite Residential 5.5.17 RSR26014 20D4-Feb13 15:07:67 E:\FdestDr}br1on2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr Page 1 RIGHT-J WORKSHEET Entire House Job: 1733 SANDY RIDGE 2-13-04 DEL AIR HEATING,AIR CONDITIONING,R STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 109 COMMERCE MANUAL J: 7th Ed LMNGd=OY PWDR PANTRY MBDRM 27.0 ft 1 Name d roorrr 6.0 ft 6.0 ft 2 length d exposed wag 66.0 ft ft 14.0 It 9.0 x 4.0 It6.0x 3 Room 6110 sions 20.0 x 20.0 ft ool 8 0 fl heat/ood 9.4 ItheaUcod 9.4 ft heat/000l 9.4 ft heat/cod 4 Cep Condd Option Load Area Load (BWh) Area Load (Btuh) Area Load (Btuh) TYPE OF CST HIM Area Load (Btth) Load) ) (� � Cig (fA DUK)SURE Htg C19 OF) Htg C19 (ft% ^„ 5 Gross 4.6 2.1 616 ---' "'� 0 �,,, ^„ 0 21E "" "" ....Exposed 2.9 1.9 38 "" ,,,, ^.. 56 0 walls and f14B 3.2 1.2 66 .». 0 ,,,, ^., 0 «» ^^ 0 ""partitions ""0.0 ....56 0.0 0.0 0"".... 0,,,, ,,,, 0 0 .... 0.0 0 1183 �,,, .... 0 0 0 0 "" .». 0 0 0 p -.^ ^-- 0 1109 0 "" "" "" 6 Wndwvs and a 1C 37.0 ^ 32 gllasssd b 8C 37.0 ^ ^ 64 2365 0 .... 0 0 ,,,, 0 0 -'-- 0 0 "" c 9C 38.7 0 0 0 ^^ 0 p "" 0 0 e 0.0 ^ 0 0 .... ^^ 0 0 ^-' f 0.0 ^ 0 0 "" 0 0 0 '^' 0 p 0 "" "' 0 0 0 0 -"' "" 0 0 0 0 '^' "" p 0 7 V*XkMs and North 20.4 glass doors NEMW 0.0 p "" "" 0 3482 0 ,,, 0 0 •.•• 0 ^" 1632 Coding E/W 54.4 64 "" 0 0 "" 0 0 "" 0 0 "" 0 SE/SW Satyr 0.0 30.4 p 32 "" 973 0 ^" 0 0 0 _ ^^ 0 0 0 0 "" '-" p 0 Haz 0.0 0 "" 0 0 "' 0 8 Odw doors a 11A 18.9 12.7 24 453 306 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 100 14.7 0.0 9.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 c 2.1 420 1935 865 0 0 0 0 0 0 0 0 0 0 0 0 186 0 536 0 362 g Net a 14B 4.6 exposed b 12C 2.9 1.9 14 66 40 208 27 77 0 56 176 66 56 176 66 0 0 0 0 walls and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 partitions p d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 280 0 374 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors 25.9 0.0 66 1711 0 6 156 0 0 6 0 156 0 0 0 0 0 0 0 0 0 (Note: room 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter fld 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) 0.0 0.0 0 0 0 12 Infillmtion a 24.6 6.9 120 299 832 0 0 0 0 0 0 739 208 13 SubtoW losses+8_+11+12 "" 1085Y -... 332 �. -,,, 332 .^. ..» 2669 0 ^,• Less wdannal heating "^ 0 ,,,, 0 .... .«. 0 ^•• «•• 0 •«• Less transfer .... 0_ ,,,, 0 "" .... 0 ^^ 0 Heating redst button "" 10 0 Ims .... 10° 33 "^ 10 _267 14 Duct loss ---' "" M .... 333% ..» «,.1 2935 15 Total loss = 13+14 11937 16 Int gains: � @ 0 «.. 1200 0 0 0 0 0 1 300 12DD "" ^^ 7761 ""' -_ 66 ,,,, ,... 2875 17 Subbt RSH gain=7+8. +12+16 .... 0 0 - ,,.. 0 Less external 000ling "'" `� 0 0 .... .... 0 -^. «^ 0 ^^ ""' 0 Less transfer ....10°/ _ ....10° ,, 0 -... .... p ^^ ^^ 0 18 C sling redistribution Dud gain "" 776 8537 1.00 "" .... 7 10 1�� ^" ^-- 72 7 10°/ 1.00 "" 288 3163 19 TotW RSH gWn=(17+18)'PLF 1.00 - 15 4 .... 15 4 122 162 20 Air mWred (dm) Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WnCJ17t50ft 2004 Feb13 1 Right -Suite Residential 5.5.17 RSR2601Page age 2 Page 2 E:nFdestDdiWon2002t1733SANDYRIDGM1733SANDYRI DGE.rsr RIGHT-J WORKSHEET t; g Entire House Job: 1733 SANDY RIDGE 2-13-04 DEL AIR HEATING,AIR CONDITIONING,R STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 tog COMMERCE MANUAL J: 71h Ed. 1 Name d roan NIBATH MVNC C ft BDRM3 14.0 ft BDRW 25.0 ft 2 Lenglh d exposed Coal 6.0 ft 6.0 x .0 ft 9.0 x 6.0 ft 12.0 x 14.5 ft 13.0 x 12.0 ft 8.0 ft Fteaf/cool 3 Roan dimensiats Condit Option 8.0 ft heal/cod 8.0 ft heatkool 8.0 ft tteat/cod 4 Ct:irgs Area Load (Btuh) Area Load (Btuh) Clg Area OF) Load (Btuh) Htg CI9 Area (M Load (Btuh) Htg Clg TYPE OF CST HTM EXPOSUREfal4B Htg C19 011) Ht9 CI9 (ft� Htg 5 Gross 4.6 2.1 0 .». M, 0 .,.. .•» 112wells �.. .... and 3.2 1.2 p 0 .,,, ,.,, 0 - «» 0 partitions 0.0 0.0 0«„ 0 „,, «,. 0 ..« -00.0 "" 0.0 0 6 V*xbws and a 1C 37.0 0 0 .�. p 0 0 �"` 15 p 554 0 - - 0 1109 0 glass doors b 8C 37.0 0 0 0 .... 0 0 0 "" p p - 0 0 .... Heating c 9C 38.7 0 0 0 .... 0 0 "" 0 0 - 0 0 d 0.0 0 0 .... 0 0 "" p p - 0 0 .... e f 0.0 0.0 0 0 "" 0 p ""' p 0 0 0 0 0 0 - - 0 0 15 0 ""' «» 306 0 p 0 "" ^" 0 0 7 Windows and North 20.4 glass doors NE44W 0.0 0 "" 0 0 0 0 0 «« p "" 1632 Coding E/W 54.4 0 '.' 0 0 "'" 0 0 "" p 0- 0 SE/SW 0.0 0 "" 0 0 "" p 0 ".' 0 0 ""' p South Ho¢ 30.4 0 0 0 "" 0 0 "" 0 0 "" p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 COw doors a 11A 18.9 12.7 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 4.6 2.1 0 0 0 0 0 0 0 0 0 0 97 0 779 0 189 0 170 0 490 0 330 9 Net a 14B exposed b 12C 2.9 1.9 48 138 93 0 0 0 0 0 0 0 0 wall and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 CeTrngs a 16D 1.7 2.2 72 122 160 54 92 120 174 295 0 380 0 150 0 260 0 347' 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d U 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 11 Floors a 22A 25.9 0.0F 156 0 0 0 0 0 0 0 0 0 0 0 0 156 6 0 177 0 0 (Noce; room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perirne0er is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) I T I I u.0 U.0 - - lnfdtration a 24.6 6.9 0 0 0 0 0 0 15 370 104 30 739 208 12 13 Subtotal loss-"6+8. +11+12 "" 416 "" .... 92 149 0 0 - - 2 0 0 Less external healing .... 0 „„ o «,. ..« 0 - - 0 Less transfer U 0 «« .... 0 -�» �»- 0 Heating recistnbution 10 42 "" 109 9 "" 10 150 "" im - 14 15 Dud loss Total loss =13+14 457 - loll- 160 �' - 3M7 16 Int gains: People 300 „„ 0 0 0 0 � 0 APPI. 0 1200 0 .... ` 120 9� «» 2518 17 Subtot RSH gait=7+8_+12+16 _ 00 - .... 0 »» 0 Less external Cooling 0 0 ,,., „.. - -�-� 0 - "" 0 Less transfer .«. 0 ..,, p .... .... 0 »» �-�- 0 �rg m 10° .». 25 10 .... 12 109.... .... 99 10° .... 252 18 19 Duct Barn Total RSH 9airrt=(17+18pPLF 1.00 "" 279 1.00 .... 132 1.00 "" 68 1064 56 1.00 "" .«.. 127 142 2142 20 Air Tequoed (don) 19 14 "" 4 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wP7g1'7t50'fC 2004-Feb13 1 Right -Suite Residential5.5.17 RSR26014 Page 3 AN E:tFilees\Ddioron200211733SANDYRIDGEl1733SANDYRIDGE.rsr age RIGHT-J WORKSHEET Entire House Job: 1733 SANDY RIDGE 2-13-04 DEL AIR HEATING,AIR CONDITIONING,R STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 log COMMERCE MANUAL 171h Ed. VNC2 BATH2 HALUSTAIRS LET 40.5 ft 1 Name.dtoorn 2 Length d exposed Wall 11.0 ft 17.0 x 3.0 ft 6.0 ft 12.0 It 7.0 x 8.0 ft 16.0 x 15.0 ft 3 Room dinwwons 6.0 x 5.0 ft 8.0 ft heat/cool 8.0 ft heaticod 8.0 ft heaVood 110 ft healbod 4 CekVS CondR C TYPE OF CST HiM A>� Load (BtuhGg Load (BWh Gig (% Load (B Gg � M Load hClg Htg EXPOSURE NO. Htg Clg (fly Htg (Arm 5 Gross a 14B 4.6 ,,,, 2.1 0 .... .... 0 24 .... .«. ,,,, .„. 0 96 «» �-^ 32C "" .... "" bposed b 12C 2.9 1.9 Be ,,,, "" 0 "" ,.., p ••» ^� 0 Weis and c 13C 3.2 1.2 0 .... "" 0 0 ..» Partitions d 0.0 0.0 0 .... 0 ,,,, ,„, p •«•�...026 f 0.0 0.0 0 Wndanrs and a 1C 37.0 - 15554 .... 0 0 "" 0 „« 15 0 554 -"09 0 "'-0 ""6 ""�a doors b 8C 37.0 - 0 0 «« 0 0 p "" 0 0 ""0 -«c ""d 9C 38.7 0 0 .... 0 p -»� 0 0 ""0 -- 0.0 0 - 0 p -" 0 0 "" p p0 '-'f e 0.0 - 0 0 ""0 0 0-- 0 p ""0 0.0 Wrrd=s and North 204 0 -- .... p 0 .-. - 0 0 0 '"" 0 "" 02697 00cuss doors NENW 0.0 0 "" 0 810 0 - 0 15816816Coding E/W 54.4 15 00 0 0 .-.0SE/SW 0.0 -- p "" 0 0 0 55South 30.4 0 0 0 "" 0 0 "" p 0Ho¢ 0.0 0""'8 Oyler doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 000 00 0b 0c 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 00 09 0.0 000 4.6 2.1 0 0 0 142 0 24 0 69 0 47 000 81 233 157835 %4 0exposed Net a 14B b 12C 2.9 1.9 73 210 0 0 0 0 0 0 0 0 0 Ovals and c 13C 32 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 16D 1.7 2.2 30 51 67 102 173 227 0 56 0 95 0 125 240 407 0 534 0 10 Ceilings b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 00d c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0000e o.0 0.0 0 0 0 0 0 0 0 0 0 0 0 00f 0 10-000�0 0 0 o.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0(Note: 0 room b 19G 1.1 0.0 30 34 0 54 61 0 0 0 0 0 0 0 Perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Irdrltration a 24.6 6.9 15 370 10410 0 0 15 370 104 739 208 13 Subtotal losses+8-+11+12 "" 1219 "- 303 "- 12 0 - 3090 0 Less extenal heating -- 0 ,,,, -- ..- 0 --� .... 0 Les, transfer .... 0 ,-, 0 ... 0 - " �-�- 0 "^ Heating mcbsbtution 10° 0 122 , „ 10 30 "" - 10°/ - 14 Duct loss "- 1341 .». 334 - 1 -„1 3399 15 Total loss = 13+14 16 Int gains: People (� 300 0 "" ,,,, 0 0 p "" .••• 0 0 0 0 "" "'" 0 0 0 0 1200 0 "" "" 0 1129 274 - 1202 _ 6 2446 17 Sublot RSH gair�7�+122+16 ,,,, „- Less external cooling "- .... 0 0 ,-. .-. 0 -.. -» 0 �- "" 0 Less transfer 0 -- -»• 0 -�-� .... 0 Coding redislitution -- 10 �, - 113 0 10°/ 27 10°/ 120 1 "" 245 18 19 Duct gain Total RSH g*r-(17+18)*PLF 1.00 12411 1.00 301 1.00 1322 1•00 -1 .... 141 20 Air required (dm) '-� .... 14 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. "oOlHtso-Ft Right -Suite Residential 5.5.17 RSR26014 2004 Feb13 1 Page 57 Page 4 iACAC� E:7 es\Drtbrton2002\1733SANDYRIDGE\1733SANDYRIDGE.rsr 42X42 A/C SLAE BY BLDR MIN 2' FROM WALL 1 ST. FLOOR PLAN a,o. Woos uvxe sa n. +x so. n. ,orA1 uexo >.»S CMACL 373 Sa FT. a ENM 47 M n. PAID IoTu Sa il. I17+ SO f/. ]ND. fLaax lAUxa N/�IIII[ 1./SAM 9+3 Sa rf. 3" both duct to roof cop w/fon Nutone 696RNS + A.. I �/. I I I r I •�. Nr C i 2ND. FLOOR PLAN Must hove o minimum clearance of 4 inches around the air handler Per the Stale Energy Code. AN duct has on r-6 insulation volue. 4" Doth duct to roof Cop w/fon—light Nutone 763RLNB Rating 4 i < 0DFI S OPTIONAL DSB CLASS OR 1/8- ACRYLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITEOPTIX PLASTIC IN ACCORDANCE 2 ... (SEE SECTION B-B) W; -olILLb t1A ]b "W� I-VaW. 20 GA. MIN. E ATTACHED W/ TOG-L-LOC (TOP &,EB%O) F- SKIN WITH PAT ' ''ErHANE ADHESIVE • • • :• I II �I li I I II II � I � I II � I I � • � i-I � II � ►i4 II VERTICAL JAMB ATTACHMENT (WOOD FRAME NOTE 1: BUILDINGS): DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN)). WASHER QUIfiSCREWS ON 1g�"CCENTERS. 1' O.D. DOORS OVER 7'-0- HIGH CONSIST OF (sS SECnoNs (NOT SHIOWN). MAY BE COUNTERSUNK (BIT 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 INSULATION 1-5/16' THICK WITH VINYL NAIRCELL BACKER (INSULATED MODELS ONLY) 3' TALL 80 K51 U-BAR 20 GA. GALV. STEEL. �-� 3 I- T-7/8' T kLE 1' t' 2' THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. BRACKET ATTACHED (4) /144/8' SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE EACH FASTENED TO END STILES W/(41 /14x5/8' SHEET M AL §CREWS & (4) 1/4'x3/4' SELF TAPPING SCREWS. ..11(1111T: 'D SOLES ATTACHED TO DOOR REV DATE DESCRIPTION NTED TOG-L-LOC SYSTEM 03 9/2003 CLARIFIED OWING OPTIONS r: CENTER). 04 8/2004 ADDED MIN 190. 1500 05 5/2005 UPDATED CODE REF. VIEW 'B' li OF CENTER DOOR STILES WIDTH TO 9 10 'M x VIEW •C 3 4 14 0 TO 1 10 0 V 0 LOCK POSITION (BOTH SIDES) = z TWO POINT LACKING b n. 0 FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE A A r r GLAZWG� 11OPTIONAL 10 SCREW MOLDED INSIDE 1 411 F LITE RETAINER /8x3/4' PAN HEAD SCREW SECTION B-B (10 SCREWS PER LITE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR END STILE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE OR INC FOR THE FOLLOWING CONDI 1) ENCLOSED BUILDING. 2) DOOR HAS 2' OF WIDTH IN BIADING'S END ZONE, l FACTORROF F"�ROOFq SPEED MPH 1EXPOSURE S 110 120 1 130 LEVEL B or C 8 CAN ROOF HEIGHT 30' 30' END SLIDE BOLT OUTSIDE STILE LOCK ENGAGES HANDLE INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE tl Iltc BOLT U. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA_ GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'xt-5/8' WOOD LAG SCREWS. T1l M DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT V 2' GALV. STEEL TRACK, 6 -6 70 MIN. TRACK THICKNESS .060' 7-0 76 8 -E RZ 0 Be, TYP. 2-1/2'02 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE. TINE OP110M1L CLA7]NO SHIOW ON IM5 DRWAW MEETS THE TWO 3' TALL x alRo lDrto REOIAaF►IE►116 IF 11E FLORA ► BUIONO CODE 20 GA. 8OKS1 U-BARS OR OtMaW C CODE SLff DOES 10 MM THE s1lAtcr RFSISrANf REDUIRDAENf FOR WMAXIOMIE OEBMS PER DOOR SECTION. RECgNS REi. CIwtERts Esc VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN. CONCRETE 1MN7- 3/8-X4' SLEEVE ANCHORS ON 15.5' CENTERS (C-90 BLOCK) 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. 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'x1-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED 70 EACH BRACKET WITH ONE 1/4'4/8' BOLT & NUT OR TWO 1/4' DIA. RIVETS. t RTOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK OW HEADROOM OPTION :014x5/8' SHEET METAL SCREWS O O 1/4 x3/4' SELF TAPPING SCREWS. 14 GA. END HINGES 18 -A INTERMEDIATE H VIEW 'R VIEW *C STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. SOLE `7/16' I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER). F TO INTER. STILES W 4) /14x5 8' SHEET METAL SCREWS 14 GA. GALV. STEEL ROLLER HANG FASTENED TO END STILES EACH W/(4) 14x5 8' SHEET METAL SCREWS AND 4) 1 4'x3/4' SELF TAPPING SCREWS PER END HINGE. L- 2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB C�GURATION PREPARA71ON OF JAMBS BY OTHERS SECTION C-C NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILM OF THE PROFESSOW OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. OFUMNAL ORNWOOM ARE MID) IN OLK IRK WITH A RAISED SEAL (1360M). DESIGN ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 DESIGN LOADS: +32.0 PSF do —32.0 PSF. LOCK Opp CLOPAY BUILDING PRODUCTS COMPANY SCALE U10pay AMR,DUI L�w NOTED MASON. OH 45 040 (513) 770-4800 DATE- 1 /26/96 13 GA. GALV STEEL BOTTOM BRACKET Building Products Ca'' Corparatim AN Rights Reserved. BRAVN BY- MWVN ATTACHED WITH (2) /14x5/8' SHEET METAL SCREWS. / � The arrangements depicted herein are the sole ProPe�Y N N A d Lam ei n n om Gorr�n w CarRho ttw and p�emt t bei reproduced CHECKED BY, 3' TALL x 20 GA. GALV. 8OKS1 STEEL U-BAR. TWO U-BARS PER SECTION. EACH U-BAR ATTACHED 1EW/4S4' SELF TAPPINGWRRL/E LOCATION. PLOT, MAX. Dot SIZE. 1=48 1 16'0'W x 8'0"H DESCRIPTION MODEL 73/75/84A/94; 16'W - B DRIVING NUMBER. 101922 VMIIL.OAD RATING W5 —32 5 } e 2000 S.H. JANA .(TYPJ r 2000 S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 • 2000 ix TUBE KJLLMN- -JAMB CTYPJ i 8 X 12 SELF TAPPING.,SMS VDIWV FLANGES t Nu L11D+ k8 X 1-V2 SELF TAPPING SMS SECTION A -A (1) IX4X.1/8 TUBE NLR_LIDN rIX27/16X3/8 TUBE MULLION ONE BY VDOD BUCK BY OTHERS ZDNCRET :.1 1 1/4' MIN. j{ BY OTHERS NAS rNRY M8 EWDHENT X i/2 :SELF • Q y Q ! TAPPING SMS - DtSTALLATIDN ANC}�R 3/16 IIIA. TAPCDM SCREV .ANCHOR cTYPJ - •' EXTERNAL MLILLiDN 2 : X 4uX. 3/8 - ...... 1NSTALL'ATM14 • cup. VDIIIOV FLANGES _ . _ .. ,i { • >:. r r� 200o S K Ilf>31Chf.'AU, To. "CON � t8 X 1-1/2 SELF _. CREIE O HEAD TIPPING SNS .IAMB RYPJ ,, . MJLLION MPUES:.TO: HEAD,.- c .SILL WHERE -1' X• 4 _ -��' X :4' ItIBE' MUL.U9NS '.ARE U. SECTION A�A. (2) , TAPPING SMS MALLATION •ANCHOR ,. 1 X 4 .X 3/8. _ _ - _.... ..:... iAii'-•DIA. •TAPcok TUBE MUILIDN _ - --=Ev ANcH6R cTYpj :. SILL CLIP 08 X 1-1/2'SELF TAPPING SMS SEALANT: BET VEER - - _ _ :i' -: v - JAMB�CTTPJ : SECTION A',:� - S .. .. :..__ - _-___. - 1 1/4' MIN. v �L Q �EMBEDMENT ETAit PiL-CAST'SILL''BY O111ERS t-- ~'=AIIXILJARI' 1.147E •8 X 1/2 SELF Ile X 1/2 SELF TAPPING SMS TAPPING' SMS -- - - _ CFOR�ADDITIDNAL ANC}DRS:;,VFiEN REQUIREII) -�>.: - - SEALANT BEiVEEN 'SEN-wr BETVEEM p4i_ L KL Ft AMGES VDiD . L FL!NGESa �K11 LION t MUILIDN . 48 SELF •TAPPINGAi #8 X 1-1/2 SELF R8 X •17V2 SELF SMS RYPJ TAPPING. SMS TAPPING SMS DETAIL- R MULLION SECTION A —A (3) SECTION' A -A (4) '4EWED FROM DMRIOR F _ E 'I'RU R irrT zi01, c FLORIDA MAN LtAGrURER= �dAl ':s� �' ' ' RD 1 tpRIDA o�� Uo S:.;SER. 2000 4 - S EET:: VERTICAL MUL0bN••SECtIO( 'FlU # " SEE:'OT 74? DES I GN�ER ; ODE? {;SHOE; t.$ P _ . RESSURE:,CAPACIESt .:___ ..... .. ., .,_._....... .... .:.....__ - ."-. _ .. _. ' ... -. DRA1Ri BY:;1BH .`". T .•f?u =''� •.APPROVED.=:�%?-2��-J .4;,Ia': • i.- `• .�. DATE:2/2/_0.2_ G." `2VM ,:Gw�#,;. H ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) CONCRETE OR MASONRY OPENING BY OTHERS -7o D o W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS _\ 0 CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS AE 1-1/4' MIN. EMBEDMENT DIsClalmer: The purpose of this installation drowing is to present the monufocturers recommendotions for anchorage (i.e.. concrete screws, wood screws. nods and Vutkem structural adhesive) to ochie�e the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. AnChoroge Methods. Recornme- lotions regarding flashing, sealing. sealants or other joint sealant p(oclices does not constitute o wononty either expressed or implied. B.W. 1 (BUCK WIDTH) EMBEDMENT MIN. ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER (NOTE 6 & 7) (NOTE 12> p INSTALLATION ANCHOR SHIM AS REQ'D. Anchor DIA. TAPPER (NOTE 12) 1/4' MAX. E Location SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL Y 1 1 1 1 1 1 1 1 PRECAST SILL BY OTHERS V SECTION A —A D J W.H. F H 1- MIN. VIEWED FROM EXTERIOR E K B G A�1 ELEVATION RIGID VINYL (SEE NOTES) Above GLAZING BEAD Meeting (T YP.) Roil. GLASS r L ll_ A 0 (TYP.)(SEE NOTES) ll FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK PERIMETER & CAULK W W BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS v 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 I Location Below ANCHOR INSTALLATION INSTRUCTIONS Meeting Roil. AEGENERAL: 6 (WINDOW WIDTH) 1 STUCCO BY OTHERS CAULK BETWEEN] U p WOOD BUCK & SECTION B—MAS'Y. OPENING v BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A —A (ALTERNATE For installation with two by with or W/o one by wood bucks. 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 N,41L 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] REVI DESCRIPTION (DATE IINI REVISED ANCHOR LOCATION 4/23/04 RJA IN JAMB OF SIZE 37. NO CHANGE IN OUANTITY. 1 6 2004 E ADDED DISCLAIMERLOCATION AND 7/29/04 R JA CLARIFIED LOCATION OF JAMB ANCHORS. FLORIDA EXTRUDERSINTERNATIONAL, LANE CERTIFICATE OF AUTHORIZATION NO. 9235 _ SANFORD FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 10001500_& 2000 DRAWN BY: B B APPROVED BY: R JA �® DATE:7/29/04 SCALE: NIT S DWG.: FLEX0016, SHT 1 _ / r TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PSF SIZE SIZE 12 18 1/8 X 25 B B F.G F,G F,G F.G 13 18 1/8 X 37 3/8 6 B 6 B F,G F,G 14 145 18 1/8 X 49 5/8 18 1/8 X 55 1/4 B 6 F,G F.G 15 18 1/8 X 62 B 6 B F,G F,G F,G F,G,H,I 16 18 1/8 X 71 B B B F,G F.G,J,K 17 1 H2 18 1/8 X 83 25 112 X 25 B B F,G F,G F,G 1 H3 25 112 X 37 3/8 B 8 B F,G F,G F,G,H,1 i H4 i H45 25 112 X 49 5/8 25 112 X 55 1/4 B 6 6 F,G F,G,H,I 1 H5 25 112 X 62 B B F,G F,G F,G,H,I F,G.H.1 1 H6 1117 25 112 X 71 25 112 X 83 B B B B F,G,J,K F,G,J,K 30 1/2 X 26 29 112 X 25 B 6 B F.G F,G F.G F.G 30 1/2 X 38 3/8 29 112 X 37 3/8 B B B F.G F.G,H.1 30 112 X 50 5/8 29 112 X 49 5/8 B F,G F,G,H,1 30 1/2 X 56 1/4 29 1/2 x 55 1/4 B B F,G F,G,H•1 30 112 X 63 29 112 X 62 B B 6 F,G.H,I F,G,H.1 30 112 X 72 29 112 x 71 B B F.G,J.K f ,G,J,K 30 112 X 84 22 29 t 2 X 83 36 x 25 6 6 F.G F.G 23 36 x 37 3/8 6 B B F,G F,G F.G F,G.H.1 24 245 36 x 49 5/8 36 x 55 1/4 B B B F,G F,G,H,1 25 36 x 62 6 6 F,G,H,1 F•G.H•1 26 36 x 71 E3 B F•G.H,I D,E,F,G.H,I 27 36 x 83 B B 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,f 42 x 38 3/8 41 x 37 3/8 B B B F,G F.G,H.1 42 x 50 5/8 42 x 56 114 41 x 49 5/8 41 x 55 1/4 6 6 F,G,H,f F•G,H•1 42 x 63 41 x 62 B 6 F,G.H,1 O.E.F•G,H.I 42 x 72 41 x 71 B 6 F,G.H.1 D,E,F,G.H,f 42 x 84 41 x 83 6 B FGJK F•G,H,I•J,K F.G 48 x 26 47 x 25 B 6 A,C A,C F.G F,G F.G,H•1 48 x 38 3/8 47 x 37 3/8 B A.0 F,G F,G,H,1 48 x 50 5/8 48 x 56 1/4 47 x 49 5/8 47 x 55 1/4 6 A.0 F,G,H,I F,G,H,1 48 x 63 47 x 62 B A,C F,G.H.1 F.G.H.I D.E.F.G.H•1 D.E•F.G.H.1 48 x 72 48 84 47 x 71 47 x 83 B B A,C A,C F,G,J,K D.E•F•G•H,I,J.K z 32 33 52 1/8 X 25 52 1/8 X 37 3/8 6 B A,C A,C F,G F,G F,G,H,I 34 52 1/8 X 49 5/8 B A,C F,G.H.1 F•G•H•1 F,G.H.1 D.E•F,G•H.1 345 52 1/8 X 55 1/4 52 1/8 X 62 B 8 A,C A,C F•G.H,I D.E,F.G,H.1 35 36 52 1/8 X 71 B A,C F•G.H•1 D,E,F,G,H,I • 37 52 t/8 X 83 B A,C F,G,J,K D.E,F,G,H,I,J,K • 37 SIZE Nor AVAILAULL IN I UUU UN I JVv 3F-r<fc--3. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) 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 L 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 FROM EXTERIOR (ANCHOR LOCATIONS) W.W. FA 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 PwO 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) 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 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 12540NATIONALJEWETT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 _ SANFORD, FLORIDA C p TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: R JA APPROVED BY: R JA DATE:7/29/04 SCALE: NTSiDWG.:FLEX0016, SHT 2 OF 2 2 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT SHEATHING BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN 1' MIN. EMBEDMENT ~— 1/4' MAX. WINDOW WIDTH SHIM SPACE (WOOD SCREW) TWO BY WOODAD TWO BY WOOD SHIM AS REO'D. BY OTHERS (SEE NOTES) BY OTHERS l SHIM AS REWD. 1 Z' (SEE NOTES) �a I- 1/4' MAX. PACE GLAZING (TYP.) (SEE NOTES) SHIM S FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) j(SEE NOTES) STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A EMBEDMENT (WOOD SCREW) SHEATHING BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME & SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK #8 WOOD SCREW SHOWN BY OTHERS STUCCO BY OTHERS I ANCHOR SPACING (SEE BELOW: WINDOW HEIGHT I FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY ANCHOR SPACING (SEE BELOW) 1_—WINDOW WIDTH A—� LEVATION SECTION B-B EQUALLY SPACE ANCHORS (TYP.) 6' MAX. (TYP.) 6' MAX. (TYP.) OTHERS VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) 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 N U; r, a� C; in z 0 W s 1'MIN. < W EMBEDMENT 2 4,QEC 1 6 mn (WOOD SCREW) W a og X Disclaimer: The purpose of this installation drowing is to present the manufacturer's recommendations for anchorage (i.e.. wood screws and nods) 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 worranty 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". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 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 SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE I IN I FLORIDA EXTRUDERS' ATIONAL, INC. 2540"JEWETT LANE C REVISED NOTE 6. R ,ICED NOTE 7 AND I2/I0/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA E TITLE TO REFLECT NAIL TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS ALTERNATE. D ADDED DISCLAIMER. 7/29/04 RJA SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 DRAWN BY: BB APPROVED BY: RJA DATE: 7/29/04 I SCALE: N. T. S. IDWG.:FLEX0026 SHT 1 OF #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 UP TO 70 PSF UP TO 70PSI SIZE SIZE SIZE SIZE 2024 23 1/2 x 27 1/2 2 2 2 12 13 18 1/8 X 25 18 1/8 X 37 3/8 2 2 2 3 2030 23 t/Z x 35 1/2 2 2 3 14 t8 1/8 X 49 5/8 2 3 2038 2040 23 1/2 x 43 1/2 23 1/2 x 47 1/2 2 3 145 18 1/8 x 55 1/4 2 3 4 2044 23 1/2 X 51 1/2 2 3 3 15 16 18 1/8 X 62 18 1/8 X 71 2 2 4 2050 2060 23 1/2 X 59 1/2 23 1/2 X 71 1/2 2 2 4 11 18 t s x 83 2 2 2 2070 23 1/2 X 83 1/2 2 4 1H2 25 t/2 X 25 2 3 2424 27 1/2 X 27 1/2 2 2 1H3 25 1/2 X 37 3/8 2 3 2430 27 1/2 X 35 1/2 2 2 1H4 25 1/2 X 49 5/8 2 3 2438 27 1/2 X 43 1/2 2 3 IH45 25 1/2 X 55 1/4 2 4 2440 27 1/2 X 47 1/2 2 3 11-15 25 1/2 X 62 2 4 2444 27 1/2 X 51 1/2 2 3 1H6 25 1/2 x 71 2 4 2450 27 1/2 X 59 1/2 2 3 IH7 25 1/2 X 83 2 2 2460 27 1/2 X 71 1/2 2 4 30 1/2 x 26 29 1/2 X 25 2 3 2470 27 t 2 x 83 1 2 2 4 30 1/2 x 38 3/8 30 1/2 x 50 5/8 29 1/2 X 37 3/8 29 1/2 X 49 5/8 2 2 3 3 2824 31 1/2 X 27 1/2 2 2 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 4 2844 31 1/2 x 51 1/2 2 3 30 1/2 x 84 29 1/2 X 83 2 22 36 X 25 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 3 2870 31 1/2 X 83 1/2 2 4 24 36 x 49 5/8 2 3 3024 35 1/2 X 27 1/2 2 2 245 36 X 55 1/4 2 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 27 36 X 7t 36 X 83 2 3040 35 1/2 x 47 1/2 2 3 3 2 2 3044 35 1/2 x 51 1/2 35 i/2 X 59 i/2 2 2 3 3 42 x 26 42 x 38 3/8 4t X 25 at x 37 3/8 3 3 30 50 300 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 t/a 42 x 63 at x 55 2 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 42 x 72 42 x 84 41 X 71 41 X 83 3 4 3438 39 1/2 X 43 1/2 3 3 2 3440 39 1/2 X 47 1/2 3 3 48 x 26 47 X 25 3 3 3 3444 39 1/2 x 51 1/2 3 3 48 x 38 3/8 47 X 37 3/8 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 t/2 3 4 48 x 56 1/4 47 x 55 1/4 3 4 3470 1 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 3830 43 1/2 X 35 1/2 3 2 3 2 2 3838 43 1/2 x 43 1/2 3 3 3 32 33 52 1/8 x 25 52 1/8 x 37 3/8 3 3 3840 3844 43 1/2 X 47 1/2 43 1/2 x 51 1/2 3 3 3 34 52 1/8 x 49 5/8 3 3 3850 43 112 x 59 1/2 3 3 345 52 1/8 x 55 1/4 3 3 4 3860 43 1/2 X 71 1/2 3 4 35 52 1/8 x 62 52 1/8 X 71 3 3 4 3870 43 1/2 X 83 1/2 3 4 36 • 37 52 1/8 x 83 3 4 47 112 X 27 1/2 3 2 4024 4030 47 1/2 x 35 1/2 3 2 3 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES 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 (coast,) ANCHOR INSTALLATION INSTRUCTIONS cost. #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 IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS. 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 IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE IAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 22) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, LANE A B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS D SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 2000 DRAWN BY: BB APPROVED BY:RJA DATE:7/29/04 SCALE: NTS I DWG.: FLEX0026 SHT 2 OF 2 CONCRETE OR MASONRY OPENING BY OTHERS I ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK t _ STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) W.H. (WINDOW HEIGHT) PERIMETER CAULK BY OTHERS E CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV'D. EQL. INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS j 0 1-1/4' MIN. a EMBEDMENT SHIM AS REQ'I 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME IQ Q PRECAST SILL BY OTHERS SECTION A -A B.H. (BUCK HEIGHT) Disclaimer. The purpose of this installation droving is to present the B.W.EMBEDMENT 1-1 /4' MIN. CONCRETE OR manulocturefsreconxnendationsfor onchoroge(i.e.,concrete screws. MASONRY OPENING wood sc(ews. nods and Vvlkem structural adhesive) to achieve the design (BUCK WIDTH) BY OTHERS pressure specified on the fenestration product as required by Florida SHIM AS RE Q' D. Building Code, Section 1707.4.4. Anchorage Methods. Recomrnendotions 1/4' MAX- ANCHOR p INSTALLATION regarding ftoshing, seating. sealants or other pint sealant practices does ( SEE NOTES) - /1 DIA. TAPPER T APPE R not constitute o warranty either expressed or implied. (NOTE )) Ac GLASS <TYP.> ------- ----4 - - -- (SEE NOTES) RIGID VINYL GLAZING BEAD SECTION B—B ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) FLANGE TYPE WINDOW FRAME CAULK BETWEEN CAULK BETWEEN WINDOW FLANGE & WOOD BUCK o WOOD BUCK & PERIMETER CAULK BY OTHERS MAS'Y. OPENING W.W. W.W. (WINDOW WIDTH) BY OTHERS IMPORTANT INFORMATION &GENERAL NOTES STUCCO BY OTHERS F_"A These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS � ~ _1B I) 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 & )AMBS. 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 EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. TAPPER SPACING, 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS // SEE NOTE 19 FOR .10 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/B" 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 I" 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 #8 WS WITH TAPPER THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE SEE NOTE 19 FOR tt 10 WOOD SCREWS CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. ELEVATION 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE MEN . 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 CONSTRUCTION). VIEWED FROM EXTERIOR INSTALLATION FOR TAPPERS PER NOTES 14, 15 & 16. QUANTITIES FOR TAPPERS PER CHART ON SHEET 2. INSTALLATION FOR # 10 WOOD SCREWS IN STRUCTURAL BUCK PER NOTES 18 & 19. 4n to r- a e 06 z rr � oin a U / C 1 6 2004 Wa m O 3/16' DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NOWSTRUCTUAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA- TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR QUANTITIES CHART. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR FIXED WINDOW SIZES OF 65 x 50 5/8, 65 x 56 1/4, 6S x 63, 65 x 72, 65 x 81 AND 96 x 12: a) LIMIT TO 60 PSF , OR b) INSTALL ONE ADDITIONAL FASTENER IN THE HEAD OVER CHART REQUIREMENTS. (SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE INI �i�T INTERNATIONAL, INC REVISEDNOTE53,6,7 1 LOIDA EXTRUDERS 2540 JEWETT LANE B AND 8. ADDED NOTE 26. 12/19/03 RJA CERTIFtCATEDF AUTHORIZATION NO, 9235 SANFORD FLORIDA ADDED NOTE 6 & 7 TO TITLE.- INSTALLATION DETAIL W/ ONE BY BUCK ONE BY BUCK CALL -OUT. C ADDED DISCLAIMER. 7/29/04 RJA FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY:BB APPROVED BY:RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0018 SHEET 1 -�� TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 46PSFTO60 PSF 61PSFTO70 PSF 30PSFTO45 PSF 46PSFTO60 PSF 61PSFTO70 PSF 19 {/ext2 18 " 1191/Bx18 F3"OPSFT045 181/8x17191Bx26 181/8x25 1 1 t 1 t 191/802 181/601 19 I/8x38 3/8 18 {/8x37 3/8 t t I t I t 191/8x44 181/8x43 19 t/8x50 5/8 18 1/8x49 518 t 1 1 I 1 1 19 f/8x56 114 18 1/8451/4 1 t 1 1 t 1 19 I/Sx63 Is 1/8x62 1 t I 1 t I 191/8x72 181/8x71 1 t 1 I I 2 19 1/8x84 18 1/8x83 1 1 t 1 2 2 19 1/8x96 t8 1/8x95 1 1 1 2 2 2 26 t/2x12 25 1/2xII I t t 1 t 1 26I2xt8 2512x17 1 t t t 1 t 26 1/2x26 25 t2x25 I 1 t t t I 261/2x32 251nx31 1 26 It2x38 3/8 25 r/2x37 3/8 1 261nx44 251/2x43 I 26 1Rx50 518 25 1/2x49 5/8 1 1 t t 1 2 26I/2x56114 15IM55114 1 1 I 1 2 2 261/2x63 2512x62 I t I 1 2 2 26 I/2x72 25 1r2x7t 1 t 1 2 2 1 2 2612x84 2512x83 1 1 t 2 2 2 2612x96 2512x95 1 1 1 2 2 3 32x12 31xll 1 I 1 1 1 I 32x18 3lxt7 t t 1 1 1 1 32x26 31 x25 1 { 1 1 1 1 32x32 31x3t I t 1 t I I 32x38 " 3107 3/8 1 I { 1 1 / 32x44 31x43 I 1 / 1 1 2 32x50 5/8 31x49 5M I 1 1 t 2 Z 32x561/4 3/x551/4 t 1 f 1 2 1 2 32x63 3142 1 1 1 2 2 2 32x72 3101 1 1 1 2 2 2 32x64 3lx83 1 1 t 2 2 3 32x96 31x95 1 1 1 2 3 3 37xt2 36x11 1 t 1 1 1 I 37x18 36x17 1 1 1 1 1 t 37x26 36x25 t 1 1 S 1 1 3702 36x31 1 I 1 t 1 t 3708 3/8 3607 3/8 1 1 t t t 1 37x44 36x43 1 t 1 1 t 2 37x50 5M 36x49 SM 1 t t 1 2 2 37x561/4 36x551/4 1 1 t 2 2 2 37x63 36x62 1 1 1 2 2 2 37x72 36x7r 1 1 t 2 2 3 37x84 36x83 1 t 1 2 3 3 37x96 36x95 I 1 1 2 3 3 44x12 43x11 1 1 1 I 1 1 44x18 43xl7 t 1 / I t r 44x26 43x25 t I 1 t t 1 4402 4301 1 I t 1 1 1 44x38 3/8 43x37 3/8 1 1 t 1 1 2 44x44 43x43 1 I 1 1 2 2 44x50 518 43x49 5/8 1 1 1 2 2 2 4466114 43x55114 1 t 1 2 2 2 44x63 43x62 1 1 1 2 2 3 44x72 4301 1 I 1 2 3 3 44x84 43x83 t t 1 2 3 3 44x96 43x95 t 1 1 3 3 4 TAPPER INSTALLATION CHART FOR FIXED WINDOWS TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB TIP 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 4G 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 1/8x12 52 1BxII 1 1 I 1 1 I I08x12 107x11 1 1 2 1 1 1 531/8x18 521/8xt7 t t t I I 1 10808 t07x17 2 2 2 1 1 I 531/8x26 521/8x25 I 2 2 t 1 1 108x26 107x25 2 3 3 1 2 2 53 1/8x32 52 t/8x31 1 2 2 1 t 1 10802 10701 3 3 4 2 2 2 53 1/8x38 318 52 1/8x37 Y8 1 2 2 t 2 2 108x38 3/8 107x37 3/8 3 4 4 2 2 2 53 1/8x44 52 1/8x43 1 2 2 1 2 2 120x12 119xtt 1 2 2 1 1 1 53 11OX50 5/8 52 1/8x49 518 1 2 2 2 2 2 120x 18 11907 2 2 2 1 t 1 53 VSx56 1/4 52 1/8x55 114 1 2 2 2 2 3 120x26 119z25 2 3 3 1 2 2 53 1/8x63 52 1/8x62 1 2 2 2 3 3 120x32 x3 1191 3 4 4 2 2 2 53 1/8x72 52 1/801 1 2 2 2 3 3 120x36 3/8 t 19x37 3/8 3 4 5 2 2 3 53 1/8x84 52 1/8x83 1 2 2 3 3 4 IMPORTANT INFORMATION & GENERAL NOTES (coat.) ANCHOR INSTALLATION INSTRUCTIONS (cost.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (cont.): 15) #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO NON-STRUCTURAL OI WOOD BLOCK 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. 5/8 IN. EMBEDMENT INTO WOOD BUCK. a , #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 /t R SCREWS (ANSI 818.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOC 19) #I0 WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW ON SH a) SERIES 1000 & 2000 - HEAD: i) 30 TO 45 ps(: 6" MAX FROM CORNER & 18" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 14' O.C. MAX. ii) 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. iii) 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. iRN ) 46 TO 60 psf: 6" MAX FROM COMER & 15" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 14" O.C. MAX. 20) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 21) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTAL.LA 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 AST M E 1300 GLASS CHARTS. 53 t/8x96 52 1/Bx95 1 2 2 3 4 5 64xl2 63xll r I I I I I 64x18 63x17 ' 1 1 2 t t 1 64x26 63x25 1 2 2 1 1 1 64x32 63x31 2 2 2 1 1 1 6408 3/8 63x37 318 2 2 2 1 2 2 64x4a 63x43 2 2 2 z 2 2 60505M 63x495/8 2 2 2 2 2 3 6466 1/4 63x551/4 2 2 2 2 3 3 64x63 63x62 2 2 2 2 3 3 6402 6301 2 2 2 3 3 4 64x8t 63x80 Z 2 Z 3 < d 72x72 71x7t 2 3 3 3 4 4 74xt2 73xt t I I 1 I I 1 74x18 73xt7 1 2 2 1 1 1 74x26 73x25 2 2 2 1 1 1 7402 73x31 2 2 3 1 1 2 7408 318 73x37 3/8 2 3 3 9 1 2 2 7044 7303 2 3 3 2 2 2 74x50 Sl8 73x49 5/8 2 3 3 2 2 3 7456 114 73x55 114 2 3 3 2 3 3 74x63 73x62 2 1 3 3 2 3 4 84x12 83x11 t I I I I I 8408 8307 1 z 1 2 1 1 1 84x26 83x25 2 2 2 1 t 1 84x32 83x3t z 3 3 { z 2 84x38 3/8 8307 318 2 3 3 t 1 2 2 S4x44 83x43 3 3 4 2 2 2 84x505O 83x49518 3 3 4 2 2 3 84x58114 83x55 1/4 3 3 4 2 3 3 96x12 95x11 1 / t 1 1 1 9608 95x17 1 2 2 1 1 1 96x26 95x25 2 2 3 1 1 2 9602 95x31 2 3 3 1 2 2 96x38 3/8 95x37 3/8 3 3 4 2 2 2 96x44 i 95x43 3 4 4 2 2 2 96.50 5/8 1 95x49 US 3 4 5 2 3 3 4E BY 2") WOOD 0 BUCK. :ET 1): TION, THE 4Jj%_"-9rllCJ VVun �a VI-M as JL<l LWI Iv r•.•v aiv.,— MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002. 26) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORDS DETAILS. REV FLORIDA EXTRUDERS I2540NJEWETT LANE ATIONAL, INC B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ ONE BY BUCK C FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: N T S DWG.: FEEX0018 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 thisinstoeotbn drowisg a to present I m (WOOD SCREW) theonufocturersreconxnendotionsfor onchoroge(i.e.,wood 1/4" MAX. (SEE NOTES) WOOD FRAMING screen and nods) to ochieve the design pressure specified on the B Y OTHERS fenestrotion product OS required by florido Building Code. Section 1707.4.4. Anchoroge Methods. Recommendotions regording AD floshing. seoling. seolonts or other joint seolont proctices does not \ / Constitute o worronty either expressed or implied. SHIM AS REO'D. (SEE NOTES) J \/1 1/4' MAX. /� SHIM SPACE "-- GLAZIr (SEE NOTES) BUCK HEIGHT WINDOW I HEIGHT FIN TYPE WINDOW FRAME FIN TYPE WINDOW FRAME GLAZING (SEE NOTES) EXTERIOR \ ry WINDOW WIDTH - 3 PERIMETER 0 O CAULK UW BY OTHERS U Q � ZaW aV)W A ANCHOR / SPACING (SEE BELOW) / EQUALLY / t---t ANCHORS B B+ A --J L 6' MAX. ELEVATION (TYP.) VIEWED FROM EXTERIOR HEAD. SILL & JAMB ANCHOR SPACING WOOD SCREW - TO 70 PSF D.P.: 24" O.C. MAX. SHIM AS REQ'D. NAIL - 46 PSF TO 70 PSF D.P.: 7' O.C. MAX. 1/4' MAX. (SEE NOTES) NAIL - TO 45 PSF D.P.: 10' O.C. MAX. --- TWO BY WOOD BY OTHERS W n CAULK BETWEEN 10 6 WINDOW FIN 1"MIN. Z & SHEATHING EMBEDMENT 0 Z SHEATHING (WOOD SCREW) < W V � J BY OTHERS � W SECTION A -A W ID /j REV DESCRIPTION C REVISED NOTE 7. REVISED NOTE 8 AND DEC .}�� TITLE TO REFLECT NAIL L ALTERNATE D ADDED DISCLAIMER. SECTION B-B WOOD FRAMING BY OTHERS SHEATHING BY OTHERS I' MIN. EMBEDMENT (WOOD SCREW) INSTALLATION ANCHOR #8 WOOD SCREW SHOWN CAULK BETWEEN WINDOW FIN & SHEATHING EXTERIOR FINISH BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS SPACE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD ( T YP.> 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 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1000 SERIES PICTURE WINDOW. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE IIVI TERATIONAL, INC FLORIDA EXTRUDERS I 2540NJE ETT LANE 12/10/03 I RJA CERTIFICATE Or AUTFIORIZATION No. 923s SANFORD. FLORIDA TITLE: INSTALLATION DETAIL 7/29/04 RJAI FIXED FIN WINDOW - W/118 WOOD SCREW OR NAILS SERIES 1000/2000 DRAWN BY: B B r APPROVED BY: R JA DATE:7/29/04 'SCALE: N. T. S.'DWG.:FLEX0030 SHEET I OF IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 8) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 9) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 10) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS ' 1/8" DIA. PILOT HOLE. b) 0.113" DIA_ NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 12) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 13) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 14) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO TyE 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, INUS NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: 46 PSF TO 70 PSF D.P., 7" O.C. SPACING FOR HEAD, SILL & IAMBS. - TO 45 PSF D.P., 10" O.C. SPACING FOR HEAD, SILL & IAMBS. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR THE FOLLOWING WINDOW SIZES: a) TO 52 1/8" x 95 b) TO 63" x 80" c) TO 73" x 71" d) TO 83" x 55 1/4" e) TO 95" x 49 5/8" f) TO 119" x 37 3/8" DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, LANE A B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/148 WOOD SCREW OR NAILS FIXED FIN WINDOW - SERIES 100012000 D DRAWN BY: R JA APPROVED BY: R JA DATE:7/29/04 SCALE: N. T. S.'DWG.:FLEX0030 SHEET 2 OF 2 SHEATHING BY OTHERS STUCCO J 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). I SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D a � a � o INSTALLATION ANCHOR iB 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 1). G INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) V 1-1/8' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED — (SEE NOTE 2) 1/2 4 —DOOR WIDTH SLIDING GLASS DOOR FRAME --\ JAMB 1/4' MAX. SHIM SPACE DOOR HEIGHT 1 EMBEDMENT n 1-1/4' MIN. TEMPERED GLASS (TYP.) I � D INSTALLATION ANCHOR N W 3/16' DIA. TAPPER a 1 (NOTE 15) L 6 OfW I CONCRETE OR W MASONRY OPENING J BY OTHERS W � O_ W SECTION A -A xt- PERIMETER CAULK BY OTHERS SECTION B-B 1'/4- MAX. SHIM SPACE 1-1/8 MIN. EMBEDMENT TWO BY WOOD BY OTHERS (NOTE 6) SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) (NOTE 21) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR 08 WOOD SCREW (NOTE 21) STUCCO OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED GLASS (TYP.) CAULK BETWEEN HOOK STRIP & WOOD BUCK 1 MIN. E�IB/E% MENT (TYP.) 3/4' MAX. SHEATHING BY OTHERS \__ SLIDING GLASS DOOR INTERLOCK HE]DK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for Aonchoroge (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) f REV DESCRIPTION DATE INI FLOR£JDA EXTRUDERS INTERNATIONAL, JE ETT LANE B REVISED RrnEs 1. z. 3. s. It. 20. 25 • 30 NO ADDED AND/OR 12/18/03 R,JA / CERTIFICATE QF AUTHORIZATION NO. 9235 SANF'ORD FLORIDA DEC REVISED RELATED RErERENCEs ARo/OR ILLUSTRATORS. ADDED NOTE 20 AND REu1D uDSrRAT�. �D NOTES a ro w iT TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 1 6 2 4 WSCO E To 1O?9 A"D'�`DO TAPKR`SO T�esE NOTES. REVISED TAPPER$ roa FRAME INSTALLATION WITH #8 SCREWS 9OXX 3-PANEL DOORS. —_ ADDED DiSC"UER. 7/29/04 R JA DRAWN BY: BB APPROVED BY: RJA _ _ •�� ATE: 7/29/04 SCALE: NTS _ DWG #: FLEX0027 SHT I OF 2 ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (#8 WS) HOOK STRIP (#8 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (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 1 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 (131) 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 1 7 8 D1 9 D2 10 10 15080 OXO 181 118 x 96 16 16 18 1 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 1 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (D2) 10 (133) 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 (DI) 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 (02) 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 17 1 8 11 (D3) 13 10 10 90100 XXX 106 518 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 • 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 D1 8 8 16068 OXXO 191 5/8 x 80 18 .18 18 9 1 10 (D1) 12 (133) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 01 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (135) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (D1) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 132 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 19 22 10 (D1) 13 (D4) 16 (07) 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 (02) 12 (134) 8 8 10080 XXXX 117 114 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 19 9 (01) 12 (D4) 13 (D5) 10 10 10010O XXXX 117 1/4 x 120 12 12 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 14 7 8 D1 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 18 21 10 (132) 13 (D5) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "131" 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) "03" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "134" MEANS. INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "135" 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. 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 (cunt.) GENERAL INSTALLATION INSTRUCTIONS (cunt.) 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): IS) 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. TTTEN (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 STRUCIUAL 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 RECEMNG 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 1N. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 26) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 2NG7) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE_ 28) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, JE ETT LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA d�B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION WITH 48 SCREWS DRAWN BY: BB DATE: 7/29/04 SCALE: NTS APPROVED BY: R JA DWG #:FLEX0027 SHEET 2 OF 2 • CAULK BETWEEN WOOD BUCK & MAS' Y. OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE — & WOOD BUCK INSTALLATION ANCHOR INSTALLATION ANCHOR 3/16' DIA. TAPPER u8 WOOD SCREW (TYP. WHERE (NOTE 17) TAPPERS ARE NOT CONCRETE OR ONE BY WOOD REQ'D. - NOTE 22) MASONRY OPENING BUCK BY OTHERS / BY OTHERS (NOTE 11 & 12) SHIM AS REQ'D (SEE PERIMETER NOTES) CAULK BY 0 p 1 1/4' MIN. OTHERS o EMBEDMENT STUCCO BY OTHERS INSTALLATION ANCHOR N8 SCREW WOOD (TYP. WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D I p U a Q 0 0 INSTALLATION ANCHOR aB WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT RCO'D I SEE NOTE 22) - LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2)- SHIM AS REOUIRCD (SEE NOTE D. SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULK IN REQUIRE (SEE NO 0 0 I/4' MAX. SHIM SPACE 1 1/4' MIN. r I EMBEDMENT o ONE BY WOOD BUCK BY OTHERS (NOTE 11 & 12) SLIDING GLASS CAULK BETWEEN DOOR FRAME JAMB MAS' Y. OPENING 1/4' MAX. SHIM SPACE o, --I DOOR HEIGHT o — ° ° EMBEDMENT aQ 1-1/4" MIN. 66 z -- INSTALLATION ANCHOR 0 v 3/16' DIA. TAPPER a (NOTE 17) CONCRETE OR o 3 MASONRY OPENING 0 -BY OTHERS WOOD BUCK & BY OTHERS a SHIM AS REQ'D. (SEE NOTES) 2X4, 2X6, OR 2X8 WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR tiB WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAMC PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) SLIDING GLASS DOOR HOOK STRIP C! J CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN HOOK STRIP & a WOOD BUCK 1 1/8' MIN EMBEDMENT (TYP.) L1 a d INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) 3/4' MAX. _ TEMPERED GLASS p CAULK BETWEEN �— (TYP.) DOOR FLANGE & WOOD BUCK TEMPERED GLASS (TYP.) PERIMETER a STUCCO CAULK BY CONCRETE OR H K BY OTHERS OTHERS MASONRY OPENING K BY OTHERS STRIP DETAIL SLIDING GLASS` DOOR �— S.G.D. WIDTH STUCCO INTERLOCK BY OTHERS Disclaimec the purpose of this insionation droving is to present the monufoctvrer'srecommendottons for anchorage (i.e.. concrete screws. wood screws and noits) to ocNeve the design pressure specified on file SECTION B - B fenestration product as required 6y Florida Building Code. Section 1707.4-4. Anchorage Methods. C Recommendations regarding flashing. sealing. sealants or other joint sealant procnces does not constilule 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. r, EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) ( /UL 1 6 2004 [OXON 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) IAMB 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 ti00KSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.9.2 AND THE ENGINEER OF RECDRD'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 "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART [SEE SHEET 2TFOR CONTINUATION OF NOTES) INTERNATIONAL, INC DESCRIPTION DATE "" FLORIDA EXTRUDERS 2540 JEWETT LANI•' REwSED NOTES T. 2, 3. 6. TT. 12. 12118103.R IAI Ar eurunR17ATTnN NO 9235 SANI ORD, I�,_L0[?IDA-. 13. i6. ?2. 13 k 31 ioo ADDED - - - - . AND/OR REVISED RELATED REFERENCES AND/OR 4EVSTRA40NS R(Nu.XD(REO NOTES 6 TO TD AND RCVIS(D REFERENCES TO TMCSC NOT(S "S(D TAPPERS roR 9OX- 3 - P.Na DOORS C I ADDED DTSCLAWER. 17/29/04 IR _) SLIDING GLASS DOOR 500, 1000 & 2000 TITLE MASONRY INSTALLATION WITF-I NON-STRUC TURAI BUCK AND TAPPERS DRAWN BY: APPROVED E3Y: RJA _ --------- - - -- - - DA'I'E: 7i29iO4 1SCALE N T S DWG y I LE_ X0021 �-I IE f I ANCHOR INSTALLATION REQUIRED QUANTITIES OF ANCHORS HEAD & SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP (#8 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 5 5 5 4 4 4 8 t0068 XX OX XO 120 x 80 6 6 7 (D 1) 5 10 5080 XX OX XO 60 x 96 3 3 3 5 5 10 6080 XX OX, XO 72 x 96 4 4 4 5 10 8080 XX, OX, XO 96 x 96 5 5 5 5 5 5 5 10 10080 XX OX XO 120 x 96 6 6 7 (01) 50100 XX, OX, XO 60 x 120 3 3 3 6 6 12 60100 XX, OX X0 72 x 120 4 4 4 6 6 6 6 7 (DI) 12 12 80100 XX OX XO 96 x 120 5 5 9068 OXO 109 118 x 80 6 6 6 4 4 8 12068 OXO 145 1/8 x 80 7 7 9 D2 4 4 8 8 15068 OXO 181 1/8 x 80 8 10 (02) 11 (03) 4 4 9080 OXO 109 118 x 96 6 6 6 5 5 10 12080 OXO 145 118 x 96 7 8 D1 9 D2 5 5 5 10 10 15080 OXO 181 118 x 96 8 11 13 5 12 901000X0 1091/8x 120 6 6 6 6 6 7 D/ 7 (01) 12 120100 OXO 145 1/8 x 120 1 9 (02) 10 (03) 9068 XXX 106 518 x 80 6 6 6 4 4 8 12068 XXX 142 518 x 80 7 7 4 4 8 8 15068 XXX 178 518 x 80 8 10 (02) } E9(D2) 4 4 9080 XXX 106 518 x 96 6 6 5 5 10 ' 10 12080 XXX 142 5/8 x 96 7 8 D1 5 5 5 10 15080 XXX 178 518 x 96 8 1 1 (D3) 13 5 90100 XXX 106 518 x 120 6 6 6 6 7 7 12 12 120100 XXX 142 518 x 120 7 9 (D2) 10 (03) 6 10068 OXXO 119 518 x 80 6 6 7 O1 4 4 8 12068 OXXO 143 518 x 80 7 7 8 D1 4 4 8 8 16068 OXXO 191 518 x 80 9 10 (01) 12 (D3) 4 4 10080 OXXO 119 5/8 x 96 6 6 7 D1 5 5 10 12060 OXXO 143 518 x 96 7 8 D 1 9 02 5 5 10 10 16080 OXXO 191 5/8 x 96 9 12 (03) 14 (D5) 5 5 t00i000XXO 119518x 120 6 6 7 O1 6 7 01 12 120100 OXXO 143 5/8 x 120 7 9 02 10 03 6 7 D1 12 12 160100 OXXO 191 518 x 120 10 (DI) 13 (04) 16 (07) 6 7 (01) 10068 XXXX 117 114 x 80 6 6 6 4 4 8 12068 XXXX 141 114 x 80 7 7 8 O1 4 4 8 16068 XXXX 189 114 x 80 9 (D1) 10 (D2) 12 (D4) 4 4 8 10080 XXXX 117 1/4 x 96 6 6 7 D7 5 5 10 12060 XXXX 141 114 x 96 7 8 D1 9 D2 5 5 10 f0 16080 XXXX 189 114 x 96 9 (01) 12 (04) 13 (D5) 5 5 100100 XXXX 117 114 x 120 6 6 7 D1 7 D1 12 120100 XXXK 141 114 x 120 7 8 D 1 10 D3 �67(011) 7 O 1 12 160100 XXXX 189 1/4 x 120 10 (02) 13 (OS) 15 (07) 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'0. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "01" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "01` 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) "D4" 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 HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B SECONDLY, AT EACH END OF HEAD & SILL NEAR JAMB CORNER, IF NEEDED C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPPERS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS A FIRST. ADJACENT TO LOCKS IN JAMBS B SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. GENERAL INSTALLATION INSTRUCTIONS (coot.) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A "B-B" & HOOF; ')I RIP OE: I Alt 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) 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 ANO 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED -MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 I/I" 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 I iiAN I- NOMINAL (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 T IiE ENVIRONMENT AND/OR FRAMING MATERIAL.. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONS IRUCI ION) 3/ 16" DIA. TAPPER CONCRETE SCREW (SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND 3AMBS): 17) WHERE DOOR IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE It) FOR THE HEAD AND JAMBS AND A MA ONRY 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 SUBSTETUTEO W[ H I TI iE FOLLOWING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS_ 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL 6E ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED E3Y 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 POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI 618 ( 1) OF >!1FFICIENT 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 SS 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 NE xT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D P ) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 31) 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 12540"VFW eF LL. ANE: CERTIFICATE OF AUTHORIZATION NO. 9235 S A N f O R D _ E= LO R I_D A.. TITLE SLIDING GLASS DOOR 500, 1000 & P000 c MASONRY INSTALLATION WITH MIN `tiJ fl"W l L)i,!Al- --" 13UCK AND TAPPERS DRAWN E3Y: BB APPROVED BY f' ii1 DATE: 7/29/04 ISCALEMS DWG #: FLEX002 ( SHLI 1 �� UE2. CHART IMPORTANT INFORMATION & GENERAL NOTES (cont.) CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR IA. TAPPER Disclaimer: The purpose of this instapotiondrowingistopresent the manufacturers MASONRY OPENING BUCK & MAS'Y. OPENING 3/16' D BY OTHERS BY OTHERS (NOTE IA recommendations for anchorage li-e.. concrete screws. wood screws. nits and vukemstructural AD adhesive) to achieve the design pressure specified on the fenestration product as required by ONE BY WOOD FWdo Building Code. Section 1707.4.4, Anchorage Methods. Recommendotions regording BUCK BY OTHERS D I I flashing. seo5ng. sealants or other pint sealant practices does not constitute a warranty either (NOTE 6 & 7) 4 1-1/4' MIN. expressed or implied. CAULK BETWEEN EMBEDMENT 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. I If 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 REQ'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 RIGID VINYL (BUCK WIDTH) 1/4' SHIM 1-1/4' MIN. ' EMBEDMENT GLAZING BEAD FLANGE TYPE SPACE MAX. PERIMETER (TYP.) WINDOW FRAME SHIM AS REWD. CAULK FLANGE TYPE JAMB (SEE NOTES) D BY OTHERS WINDOW FRAME INSTALLATION ANCHOR SILL 3/16' DIA. TAPPER (NOTE 12) RIGID VINYL — a GLAZING BEAD — GLASS (TYP.) (SEE NOTES) CAULK BE T WEEN 'q'3 a � WINDOW FLANGE a & PRECAST SILL W/vVE EM 116 CAULK ADHESIVE CK PRECAST SILL SECTION A —A 'r OR APPROVED EQL. BY OTHERS W.W. A - A B C D E / F H. G / H B I � ELEVATION A VIEWED FROM EXTERIOR 21 ~ W �a W ro Q CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK STUCCO BY OTHERS BY OTHERS W.W. (WINDOW WIDTH) SECTION R—R EC 1 6 1004 0 CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS REV DESCRIPTION C REVISED NOTE 3, 6, 7 AND 8. ADDED NOTE 23. ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. D I ADDED DISCLAIMER ANCHOR INSTALLATION INSTRUCTIONS (CONY) 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) DATE INI INTERNATIONAL, INC. V U, RIDA EXTRUDERS 2540 JEWETT LANE 12/ 19/03 R JA CERtiFiCATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ TAPPERS HDRZ. SLIDING FLANGE WINDOW - SERIES 1000 7/29/04 RJA DRAWN BY:BB APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET I OF 2 TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF To 3 36PSF ro SSPSF 56PsF To 70Psv 30PSF To 35-v 36PSF to 55PSF 56PSF To 70PSF SIZE TIP IH2 26 1/2 X 26 C C C IH3 26 1/2 X 38 3/8 C C C I,J I,J I,J 26 1/2 X 50 5/8 C C C G.H G.H G,H,I,J 1H4 26 1/2 X 56 1/4 C C C G.H G.H G,H,I,J IH45 26 1/2 X 63 C C C G.H G,H,I,J G,H,I,J 1 H5 26 1/2 X 72 C C C G.H G,H,I,J G,H,I,J IH6 22 37 X 26 t,J I,J t,J 23 37 X 38 3/8 C C C I,J I,J I,J 24 37 X 50 5/8 C C C G.H G,H,I,J G,H,I,J 245 37 X 56 1/4 C C C G.H G,H,I,J G,H,I,J 25 37 X 63 C C C G.H G,H,I,J G,H.I,J 26 37 X 72 C C C G.H,I.J G,H,I,J E,F,G.H,I,J 32 33 53 1/8 X 26 53 1/8 X 38 3/8 C 8.0 B.0 I,J !,J I,J E.F,I,J 34 53 1/8 X 50 5/8 C B.0 8,C G.H G,H,I,J G,H,I,J 345 53 1/8 X 56 1/4 C B,C 6,C G,H,I,J G,H,I,J E,F,G,H,I,J 35 53 1/8 X 63 C B.0 B.0 G.H .0 G,H,I,J E,F,G.H,I,J 36 53 1/8 X 72 C 8,C 8,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 022 D23 4 X 74 X 38 3/8 6.0 8,C A,6,C.0 !,J I,J I,J E,F, I,J I,J E,F.I,J 024 74 X 50 5/8 B.0 B,C• A,B.C,D G,H,I,J G,H,1,J E,F,G,H,I,J 0245 74 X 56 1/4 8.0 B.C* A.8.C.0 G.H,I,J E,F.G.H,I,J E,F,G,H,I,J 2 74 X 63 8.0 6,C• A,B,C,O G.H,I,J E,F,G,H,I,J E,F,G,H.I•J D26 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 C C C I.J I J I,J f,J I,JC I,J 20M30M 20M40M 24 X 36 24 X 48 C C C G.H G.H G.H 20M46M 24 X 54 C C C C C G.H G.H G.H G,H G,H,I,J G,H,I,J 20M50M 24 X 60 24 X 72 C C C C G.H G.H.I.J G H I J 20M60M 30M20M 36 X 24 C C I,J I,J LJ 30M30M 36 X 36 C C C C C C t,J G.H I,J G,H,I,J I,J G.H.0 30M40M 30M46M 36 X 48 36 X 54 C C C G.H G,H,I,J G,H,I,J 30M50M 36 X 60 C C C G.H G,H.I.J G,H,I,J 30M60M 36 X 72 C C C G.H,I,J G,H,I,J E,F,G,H.I.J 40M20M 40M30M 48 X 36 C C 8.0 I,J I,J 1' E,F,I,J 40M40M 48 X 48 C C B.0 G.H G,H,I,J G,H,I•J 40M46M 48 X 54 C C B.0 G.H G,H,I,J G,H,I,J 40M50M 48 X 60 C C 8,C G,H,I,J G,H,I,J E,F,G,H,I,J 40M60M 48 X 72 C C B.0 G,H,I,J E,F,G,H,1,J E.F,G.H,I,J 46M20M 46M30M 4 X 4 54 X 36 C B.0 8.0 !,J I,J I,J E,F,I,J 46M40M 54 X 48 C B.0 B.0 G.H G,H,I,J G,H.0 46M46M 54 X 54 C B.0 B.0 G,H,I,J G,H,I,J E,F,G,H,I,J 46M50M 54 X 60 C 8,C B.0 G,H.I•J G,H,I.J E,F,G,H,I,J 46M60M 54 X 72 C 8,C 8,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J S()M20M 60 X 24 60 X 36 C C 8,C 8,C 8.0 I,J I,J I,J I,J I,J E,F,I,J 5OM30M 50M40M 60 X 48 C B.0 B,C G,H G,H,I,J G,H,I,J 50M46M 60 X 54 C 6.0 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,I,J G,H,I,J E.F•G,H,I,J 50M60M 60 X 72 C 8,C 8,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 56M20M 56M30M 66 X 36 c 8,C b.cI,J 8,C A,B.C,O I,J I,J E.F,I.J 56M40M 66 X 48 8,C B.0 A,8,C.0 G.H G,H,I,J G,H,I,J 56M46M 66 X 54 8,C B.0 A,6.C,0 G,H,I,J G.H,I,J E,F,G,H t,J 56M50M 66 X 60 6.0 8,C A,B,C,O G,H,I,J E,F•G,H.0 E.F,G,H,I,J 56M60M 66 X 72 B.0 B,C A,B,C.0 G,H,f,J E,F,G,H,I,J E,F•G,H,I,J 60M20M 60M30M 72 X 36 8.0 8,C A,B,C,O I,J I,J I,J I,J I,J E,F,I,J 60M40M 72 X 48 8.0 B.0 A,B,C.O G.H G,H,I,J G,H,I,J 60M46M 72 X 54 B,C B.0 A.8.C.0 G,H,f,J G,H,I,J E,F,G,H,I,J 60M50M 72 X 60 B,C 8.0 A,B,C,O G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 60M60M 72 X 72 8,C 8.0 A•B.C,O G,H,I.J E,F,G.H,I,J E,F,G,H,f,J WADDITIONAL ANCHORS REQ'D WHEN USING TAPCON (ELCO) OR TITEN (SIMPSON). SEE NOTE 14. I E W.H. G �Pwu c DI 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. Ev FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY:RJA APPROVED BY:RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0020 SHEET 2 OF 2 ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (CONT.) DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR F CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN H IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. J 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR 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, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA 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 #8 WOOD SCREW SHOWN STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMET CAL BY LITHE INSTALLATION 08 WOOD SCRE. STUCCO OR SIDING BY OTHERS CAULK BETWEE WINDOW F & SHEATHIr�� a TWO BY WOOD i z u BY OTHERS i0Cn W G flit _\W3 \/ 1/4' MAX. SHIM SPACE SHIM AS REQ'D (SEE NOTES) FIN TYPE WINDOW FRAME HEADER BY OTHERS _ f 0TwO BY w00D 3 BY OTHERS SECTION A -A F_ WINDOW HEIGHT WINDOW WIDTH 3 �u0 0 Z J = U LJ Z d w a LJ LJ - I H A I EQUALLY SPACE ANCHORS (TYPJ B WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REQ'D. (SEE NOTES) ANCHUK 6 MAX. SPACING (TYP.) (SEE BELOW) GLAZING (TYP.) 6' MAX. (TYP.) !— (SEE NOTES) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW HEAD SILL & JAMB ANCHOR SPACING FRAME JAMB 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' O.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. I SHIM AS REQ'D. (SEE NOTES) W0, a a N of REV DESCRIPTION C REVISED NOTE 5. Cr REVISED NOTE 6 AND 2 u TITLE TO REFLECT NAIL W ALTERNATE C 1 6 2004 ,,, ✓ D ADDED DISCLAIMER. 05 irL, PERIMETER CAULK — BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B- B 1/4' MAX. SHIM SPACE SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING 1' MIN, EMBEDMENT WOOD (SCREW ) 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,NOIL$j INTERNATIONAL, INC DATE INI FLORIDA EXTRUDERS 2540 JEWETT LANE 12/10/03 RJA CERTIFICATE OF 'AUTHORIZATION No; 9235` SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/#B SCREWS OR NAILS HORZ. SLIDING FIN WINDOW - SERIES 1000 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA_ MONO DATE: 7/29/04 SCALE: N. T. S. DWG.: FLEX0028 SHEET 1 OF IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIX NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS IN THE HEAD, SILL AND JAMBS AND NOT EXCEEDING 7" O.C. SPACING FOR 46 PSF TO 70 PSF D.P. AND 10" O.C. SPACING FOR D.P. TO 45 PSF. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES TO 73" x 71" WITH FASTENER SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. e DWG.: FLEX0028 SHEET 2 OF CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY CAULK BETWEEN WOOD OTHERS (NOTE 6 & 7) BUCK & MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REWD. INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' DIA. TAPPER WINDOW FRAME (SEE NOTES) (NOTE 12) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) 1 1-1/4' MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) 4 1 I C] SHIM AS REWD 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER BUCK HEIGH FLANGE TYPE WINDOW FRAME SILL v v Q CAULK BETWEEN WINDOW FLANGE PRECAST SILL & PRECAST SILL BY OTHERS W/VULKEM 116 ADHESIVE CAULK OR APPROVED EQL. SECTION A -A CAULK BETWEEN ' WINDOW FLANGE & WOOD BUCK PERIMETER CAULK BY OTHERS CONCRETE OR Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations 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, seating, sealants or other joint sealant practices does not conslitute a MBEDMENT 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. 0 1 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 O 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. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. — WINDOW WIDTH I STUCCO BY OTHERS CAULK BETWEEN SECTION B—B MOOD OPENING BY OTHERS T G WINDOW HGT. I K Imo- WINDOW WTH. n 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 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. H 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. J B 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD L CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. [SEE SHEET 2 FOR CONTINUATION OF NOTES] W n c REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE SILL o'-' C ANDS8DADOED NOTE REVIENOTE 3. 6. 23. 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA Z ADDED NOTE 6 & 7 To TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ. SLIDING BY J ONE BY BUCK CALL -OUT. OTHERS a r EC 1 6 1004 FLANGE WINDOW XOX CONFIGURATION- SERIES 1000 3 D ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0022 SHEET 1 OF G ft� IMPORTANT INFORMATION & GENERAL NOTES (cont.) TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB UP TO 51 °$F UP TO 51 PsF SIZE TIP 50 PsF 50PsF TO 70pF 70° D22 74 x 26 C.0 C.0 K,L K,L D23 74 X 38 3/8 C.0 B.C.D.E G,H,K,L G,H,K,L 024 74 X 50 5/8 C.0 B,C.D,E I,J.K,L G.H,I,J,K,L D32 106 t 4 X .L G.H,K,L 033 106 1 /4 X 38 3/8 B.C.D.E B,C,D,E G.H,K,L G.H,K,L D34 106 i 4 x 50 5/8 B,C.O.E A,B,C.D,E.F I,J,K,L G.H,I,J.K,L T22 111 X 2b C,D 9TT. E 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 ,D, G,H,K,L G.H,K.L M3 120 X 38 3/8 B,C.O.E A,B,C,D.E.F G.H,K,L G,H.K,L M4 120 X 50 5/8 A.B.C.D,E,F A,B,C.O,E.F G,H,I,J,K,L G.H,I,J.K,L 6020 72 X 24 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.0 B,C,D.E 1,J,K,L I,J,K,L 7020 84 X 24 ,L K,L 7030 84 X 36 B.C.D.E B.C,O.E G.H,K,L G.H,K,L 7040 84 X 48 8,C,D,E B.C,O,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,O.E A.B.C,DE.F I,J,K,L G,H,I,J,K,L 9020 108 X 24 C.0 K,L G,H,K,L 9030 108 X 36 B,C.O.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.0 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 E F 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 618.6.1) 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 (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 nods) to achieve the design pressure Aspecified on the fenestration product as required by Florido D Building Code, Section 1107.4A. 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 SHIM AS WINDOW WIDTH 3 REQ'D. Ci� L7 0 (SEE NOTES) o ? w =von U Q zaLj I Q N» 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 1 EQUALLY SPACE ANCHORS (TYP.) B B 1 PERIMETER CAULK BY OTHERS _ 1/4' MAX. SHIM SPACE SECTION B-B CAULK BETWEE WINDOW FIN & SHEATHING I' MIN. EMBEDMENT (WOOD SCREW) 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 1"MIN. L EMBEDMENT (WOOD SCREW) SECTION A -A W (� a °' e j 00 '^ z D d' W o" Z / Q W l �... W a W m W L� 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] 2004 REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C REVISED NOTE 5 REVISED NOTE 6 AND TITLE TO REFLECT NAIL ALTERNATE 12/ 10/03 R JA TITLE: INSTALLATION DETAIL W/118 SCREWS OR NAILS HORZ. SLIDING FIN WINDOW xOx CONFIGURATION- SERIES 1000 --- D ADDED DISCLAIMER. 7/29/04 R JA DRAWN BY: BB APPROVED BY: RJA 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 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 AND NOT EXCEEDING THE FOLLOWING: 46 PSF TO 70 PSF D.P., 8" O.C. SPACING FOR IAMBS AND 5" O.C. SPACING FOR HEAD & SILL. TO 45 PSF D.P., 12" O.C. SPACING FOR IAMBS AND 8" O.C. SPACING FOR HEAD & SILL. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR WINDOW SIZES TO 119" x 49 5/8" . DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. Ev FLORIDA EXTRUDERSINTERNATIONAL, TLANE A B_ BCERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL u/#8 SCREWS OR NAILS C HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 D DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 I SCALE: N. T. S. DWG.: FLEX0029 SHEET 2 OF 2 CAULK BETWEEN CAULK BETWEEN WINDOW WOOD BUCK & FLANGE & WOOD BUCK MASONRY OPENING BY OTHERS 1/4' MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS SHIM AS RED'D (SEE NOTE 9 & 10) (SEE NOTES) CONCRETE OR MASONRY OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA. TAPPER WINDOW FRAME Q (SEE NOTE 7) (SEE NOTE 16) JAMB EXTERIOR FINISH GLAZING (TYP. BY OTHERS SEE NOTES) 4 1- 1 /4- MIN. Q EMBEDMENT PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CAULK BETWEEN - WOOD BUCK & MASONRY OPENING BY OTHERS 0 CONCRETE OR MASONRY BY OTHERS SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) SECTION A -A I 1 /4" MAX. SHIM SPACE INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) SHIM AS REO'D. (SEE NOTES) L1 /4" MAX. SHIM SPACE Q t— 1- 1 /4" MIN. EMBEDMENT - ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) 1-1/4' MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) CAULK BETWEEN WOOD BUCK & MAS'Y OPENING 6 BY OTHERS 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 F_1 A EXTERIOR ELEVATION Ac C4 . W n a v 06 N Z W 0 N aW .DEC 1 6 1004 cr W Q W m a O S o: WINDOW HEIGHT B B IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETtR 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 (i.e., concrete screws. wood screws and nods) 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. searing, 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 Or AUTHORIZATION NO. 9235 SANFORD FLORIDA B j6p,Ta�TE 17'DEELETED AND0. �5D 12/19/03 R JA RMED NOTE 21 278 e EXAMPLE AS NOW BUID-DOWN DN DNC. NO. ONE BYeuac uu-ouT, cN�NCEo 6. "°°Eo NOW s ` 20 TD ONE sr TITLE. -FLANGE INSTALLATION DETAIL CONCRETE HEADER W/I BY BUCK ME Of /TD WS SECTION. DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES C ADDED olscuuMER. 7/29/04 R J A DRAWN BY: BB IDATE: APPROVED BY: RJA 7/29/04 SCALE: N T S DWG.: FLEX0035 SHEET I 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 TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 19) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW OR #10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 20) ANCHOR SPACING PER NOTES 24, 27 AND 28. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND CONCRETE BUILD -DOWN, THIS CONFIGURATION NOT SHOWN. USED WHEN TWO BY BUCK EMPLOYED IN LIEU OF ONE BY BUCK): 21) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI 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 (cont.) 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- MA 24 O.C. SPACING IN HEAD, SILL OR JAMBS. (TYP 25) #10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 12" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: — EYEBROW HALF -CIRCLE ARCH — HALF -EYEBROW OCTAGON FAN PENTOID — FULL -CIRCLE TRIANGLE — HALF -CIRCLE TRAPEZOID — OVAL 26) #10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 10" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: QUARTER -CIRCLE — QUARTER -CIRCLE ARCH HALF -FAN 27) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR #10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. — — b) #10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK STRUCTURALLY ATTACHED TO CONCRETE OR MASONRY SUBSTRATE. 28) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND #10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 29) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 31) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. WINDOW WIDTH EVENLY SPACED ANCHORS TYP. X. HEAD EVENLY SPACED ANCHORS JAMB (TYP.) SILL { 6- MAX. (TYP.) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: �l I WINDOW HEIGHT 6- MAX. (TYP,) 1 s HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMBS OR SILL SECURED TO 'MU AND CAST —SILL RESPECTIVELY WITH ONE BY BUCK ------------------------------------- USE 3/ 16" DIA. TAPPER CONCRETE SCREWS AT 24" O.C. SPACING BETWEEN ANCHORS AND SPACED 6" MAXIMUM FROM CORNERS. — or — 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) v FLORIDA EXTRUDERS INTERNATIONAL, 2540NJEWE T 'LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA JAPPROVED BY: RJA DATE:7/29/04 I SCALE: NTS DWG.: FLEX0035 SHEET 2 OF 2 ONE BY BUCK BY OTHERS (SEE NOTE 9 & 10 CAULK BETWEEN WINDOW FLANGE & SHEATHING PLYWOOD (TYP.) BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR #10 WOOD SCREW (SEE NOTE 20) BUILD DOWN BY OTHERS (ALSO APPLIES TO SILL) (SEE NOTE 7) r 1-3/8- MIN. (III 1 EMBEDMENT 1 /4" MAX. SHIM SPACE BUCK WIDTH TWO BY FRAMING BY OTHERS (SEE NOTE 7) SHIM AS REQ'D (SEE NOTES) WINDOW FRAME - JAMB GLAZING (TYP. 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 REQ'D (SEE NOTES) BUCK HEIGHT 1-3/8" MIN. IMPORTANT INFORMATION & GENERAL NOTES EMBEDMENT These notes are provided to ensure proper installation of Florida Extruders Milestone 1 /4" MAX. SHIM SPACE products and must be followed fully. 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 Q BY OTHERS SECTION B-B EXTERIOR ELEVATION 1/4" MAX. SHIM SPACE CAULK BETWEEN 4 WINDOW FLANGE d & ONE BY WOOD [� BUCK 1- 1 /4" MIN. a CAULK BETWEEN EMBEDMENT r6„ o WOOD BUCK & MASONRY OPENING ONE BY WOOD 0 z BY OTHERS BUCK BY OTHERS a v (SEE NOTE 9 & 10) ' CONCRETE OR MASONRY SECTION A —A INSTALLATION ANCHOR W a a BY OTHERS 3/16' DIA. TAPPER om (SEE NOTE 16) /C\ EXTERIOR FINISH BY OTHERS Ow HT 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 7) STRUCTURAL FRAMING, BUCKING AND/OR BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS AND MUST BE 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 present ine n.urtufoclurefs recommendations for anchor (i.e.. concrete screws, wood screws and noits) to achieve the design pressure specified on the fenestration product as required by Rondo Building Code, Section 1707.4.4. Anchoroge Methods. Recommendotions regording Noshing. seating. seolonts or other joint sealant practices does not constitute o warranty either expressed or implied. REV DESCRIPTION B REVISED NOTES 3. 7. 9. 10. 11, 20, 24b AND 25b. ADDED NOTE 9 & 1 6 2004 10 TO ONE BY BUCK CALL -OUT. C ADDED DISCLAIMER. WINDOW WIDTH 'EXTERIOR ELEVATION A WINDOW HEIGHT DATE INI FLORIDA EXTRUDERS' 2540 JEWE T INC LANE 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUIL�� DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES �y 7Z29704 RJA DRAWN BY: BB 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 (cost.) ANCHOR SPACING: 22) ANCHOR SPACING PER NOTES 24, 25, 26 AND 27. 23) TAPPER (TAPCON BY ELCO OR TITEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF SILL, AND 6- MAX 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 ANCHORS b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 12 O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING ` CONFIGURATIONS: WINDOW WIDTH EVENLY SPACED ANCHORS TYP. HEAD JAMB �— SILL — EYEBROW — HALF -CIRCLE ARCH — HALF -EYEBROW — OCTAGON 6- MAX. (TYP. ) - FAN — PENTOID EVENLY FULL -CIRCLE — TRIANGLE SPACED HALF -CIRCLE s — TRAPEZOID ANCHORS TYP.) OVAL 25) # 10 WOOD SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 10" O.C. SPACING IN HEAD, SILL OR JAMBS FOR THE FOLLOWING CONFIGURATIONS: — QUARTER -CIRCLE — QUARTER -CIRCLE ARCH — HALF -FAN 26) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR #10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. b) #10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK OR STRUCTURAL BUILD -DOWN ON WINDOW FRAME. 27) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND # 10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF fLSTM E31.300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULA-ZING GLASS IS ALSO QUALIFIED. 30) COMPLIES WITH CHAPTER 17 SEC i iONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.-I.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUEST kA fLS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1. 2002. EXTERIOR ELEVATION j ",. WINDOW HEIGHT 6 MAX. (ITYP. ) I ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: HEAD (CURVED PORTION) SECURED TO STRUCTURAL BUILD —DOWN, JAMBS & SILL SECURED TO STRUCTURAL TWO BY WOOD BUCK: #10 WOOD SCREWS USED AT 12" O.C. SPACING BETWEEN ANCHORS SPACED 6" MAXIMUM FROM CORNERS IN HEAD, SILL AND JAMBS. Ev FLORIDA EXTRUDERS CERTIFICATE OF AUTHORIZATION NO. 9235 `2540NJEWETrLLINC ANE SANFORD FLORIDA A B TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWI DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES C DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0036 SHEET 2 OF 2 INSTALLATION ANCHOR I' MIN. a8 WOOD SCREW EMBEDMENT 1/4' MAX. SHOWN (TYP.) - _-- SHIM SPACE TWO BY FRAMING CAULK BEHIND FIN BY OTHERS (SEE SHEATHING SHIM AS REQ'D. NOTE 7) BY OTHERS (SEE NOTES) BUILD DOWN CAULK BEHIND FIN /k BY OTHERS FIN FRAME JAMB (SEE NOTE 7> INSTALLATION ANCHOR #8 WOOD SCREW SHOWN (TYP.) SHIM AS REQ'D. GLAZING CTYP. (SEE NOTES) SEE NOTES) C I' MIN. EMBEDMENT (WOOODODSCREW) �— SHEATHING EXTERIOR FINISH L 1/4' MAX. BY OTHERS BY OTHERS SHIM SPACE EXTERIOR PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY OTHERS FIN FRAME HEADER PERIMETER CAULK WINDOW VIDTH BY OTHERS GLAZING (TYP. SEE NOTES) WINDOW HEIGHT EXTERIOR PERIMETER CAULK FRAME SILL BY OTHERS [FIN M AS REWD. \ E NOTES) EXTERIOR FINI BY OTHERS - INSTALLATION At 08 WOOD SCREW SHOWN (T YP.) SHEATHING BY OTHERS L1/4' MAX. SHIM SPACE SECTION B-B EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS C W� CAULK BEHIND FIN d R 0 o z I' MIN. �' EMBEDMENT Z (WOOD SCREW) a "14eC1 6 2Q04 0. SECTION A -A W m 0� 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 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 instolfation drawing is to present the manufacturer's recommendations for anchorage (i.e.. wood screws and noils) to ocNeve the design pressure specified on the fenestration product as requited by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, seating, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. AD EV DESCRIPTION C REVISED NOTES 7, 1 1. 20b. 20c. 23b. & 23c. REVISED NOTE 12 AND TITLE TO REFLECT NAIL ALTERNATE. D ' ADDED DISCLAIMER DW HT L/� I CR1ll1� CLLH/111U1N DATE INI ?' INTERNATIONAL, INC FL�RIA EXTRUDERS 2540 JEWETT LAN 12/19/03 R JA CERTIFI( ,TE OF AUTHORIZATIOW NO. 9235 SANFORD FLORIDA TITLE:` FIN INSTALLATION DETAIL W/08 SCREWS OR NAZI DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 7/29/04 R JA DRAWN BY: B B APPROVED BY: R JA ' DATE:7/29/04 1 SCALE: NTS DWG.: FLEX0037 SHEET I Llr cI IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (cont.) 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 JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS FOR DESIGN PRESSURES TO 70 PSF: — EYEBROW — HALF -CIRCLE ARCH OVAL HALF -EYEBROW — OCTAGON FAN — PENTOID N FULL -CIRCLE — TRIANGLE HALF -CIRCLE — TRAPEZOID c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 16" O.C. SPACING IN HEAD, SILL AND IAMBS FOR THE FOLLOWING CONFIGURATION FOR DESIGN PRESSURES TO 70 PSF: QUARTER -CIRCLE QUARTER -CIRCLE ARCH HALF -FAN NAILS: 21) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE WOOD TWO BY FRAMING OR BUILD -DOWN FRAMING COMPONENT (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 22) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 23) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE 6- M O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING (nP CONFIGURATIONS AT DESIGN PRESSURES 46 TO 70 PSF: — EYEBROW 7" O.C. SPACING HALF -EYEBROW 7" O.C. SPACING — FAN 7" O.C. SPACING HALF -FAN 5" O.C. SPACING FULL -CIRCLE 9" O.C. SPACING — HALF -CIRCLE 7" O.C. SPACING HALF -CIRCLE ARCH 7" O.C. SPACING QUARTER -CIRCLE 5" O.C. SPACING N QUARTER -CIRCLE ARCH 5" O.C. SPACING N OVAL 15" O.C. SPACING OCTAGON 9" O.C. SPACING PENTOID 7" O.C. SPACING TRIANGLETRUGLE 7" O.C. SPACING N TRAPEZOID 7" O.C. SPACING c) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING THE O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS AT DESIGN PRESSURES TO 45 PSF. EYEBROW 12" O.C. SPACING — HALF -EYEBROW 12" O.C. SPACING — FAN II" 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 PENTOID 12" O.C. SPACING REV F — TRIANGLE 12" O.C. SPACING A TRAPEZOID 12" O.C. SPACING B cERrI 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 JAMB (TYP-) �- SILL 6' MAX. (TYP.) EVENLY SPACED ANCHORS (nP-) EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW I WINDOW HEIGHT LORIDA EXTRUDERS 12540NATIONALJEWETT LANE FICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: FIN INSTALLATION DETAIL W/#8 SCREWS OR NAILS D DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/0a 1 SCALE: NTS DWG.: FLEx0037 SHEET 2 OF 2 ONE BY WOOD BUCK BY OTHERS (SEE NOTE 8 & 9) PLYWOOD (TYP.) —� BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS 0 STRUCTURAL BUILD H.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.) #10 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) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME j SILL a 111 ,PRECAST SILL v BY OTHERS SECTION A —A W.H. F A W.W. VIEWED FROM a B EXTERIOR H p E Disclaimer: The purpose ttis instottotron drawing is to present the manufacturer's recormnendotions for J anchorage (i.e.. concrete screws, wood screws, nods and Vulkenrt W.H. structural odhesive) to ocNeve the G design pressure specified on the F fenestration product as required by Hondo Building code. Section 1707.4.4, Anchorage MeftnodS. Recommendations regarding ftoshing. seating, sealants or otherpint sealant procl,ces does not constitute a H i warranty either expressed or implied. FULL RADIUS SHOWN ELEVATION 0 A N W n a a' d 0 0 V1 Z 0 W Z Q W H W L a W �5 1MYVKIAN 1 11VI VKMAI IVIV & IiLNtKAL IVV I t, 1-1/4' MIN. These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed EMB(:DMCNT ' fully. a Anchor A Location GENERAL INSTALLATION INSTRUCTIONS Above Meeting 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 Beta. Meeting EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. & WOOD BUCK PERIMETER R01t A5) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. CAULK z D 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN W.W. BY OTHERS MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER (WINDOW WIDTH) FBC SECTION 1707.4.4. AULK BETWEEN 7) WOOD BUCK & WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION STUCCO MAS'Y. OPENING INSTALLATION SHEETS FOR REQUIREMENTS. BY OTHERS BY OTHERS SECTION [) -- B OR OPENING CONCRETE ANCHOR INSTALLATION INSTRUCTIONS BY OTHERS GENERAL: — W.W. A --*I 0 VIEWED FROM E EXTERIOR --t K B G LH HALF RADIUS SHOWN, RH OPPOSITE ELEVATION RE C �(& &JEC 1 6 1008 8) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE JAMBS. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD. 9) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 8. 10) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 11) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 15) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. DESCRIPTION DATE I INI REVISED NOTES 3. 8. 9 do 12/ 19/03 R J 10. ADDED NOTE 27. REVISED AND/OR ADDED RELATED REFERENCES AND ILLUSTRATIONS FOR NOTE REVISIONS. D ADDED DISCLAIMER AND 7/29/04 JRJ (CLARIFIED LOCATION OF JAMB ANCHORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) IRTERNATIONAL, INC. FLO'RIDA EXTR DERS 2540 JEWETT LANE CERTIFICATE' OF AUTHORIZATION NO: 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD FLANGE W/FRAME BUILD DOWN - SERIES 1000 ,1500 & 2000 DRAWN BY: JBH APPROVED BY: RJA ��Is DATE:7/29/04 SCALE: NTS DWG.: FLEX0040 SHEET I �pZ- ANCHOR LOCATION CHART SEE NOTES BELOW CALL B LOCATIONS IN HEAD see not I below LOCATIONS IN JAMB (see notes 2 & 3 be(ow) 30PsF TO 4OPSF 41 PsF TO 70PSF 30PSF TO 4OPSF 41 PSF TO 7OPSF SIZE SIZE 12 18 1/8 X 27 5/16 A.0 A.0 F,G F.G F,G F.G 13 18 1/8 X 39 11/16 A.0 A,C F,G F,G 14 145 18 1/8 X 51 15/1 18 1/8 X 57 19/32 A,C A,C A.0 A,C F.G F.G (a) 15 18 1/8 X 64 5/16 A.0 A,C G F,G (a ) F G (o) 16 18 1/8 X 73 5/16 A,C A,C F,G,H,I 1H2 25 1/2 X 28 9/16 A,C A.0 F,G F,G IH3 25 1/2 X 40 15/1 A,C A.0 F.G F.G 1H4 25 1/2 X 53 3/16 A,C A,C F.G F,G,H,I 1H45 25 1/2 X 58 13/16 A,C A,C F,G F.G.H,I 1 H5 25 112 X 65 9/16 A,C A,C F,G F,G.H,1 1H6 25 1/2 X 74 9/16 A.0 A,C F,G F,G,H,I 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.0 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,1 30 1/2 X 60 15/3 29 1/2 X 59 15/32 A,C A.0 F.G (o) F,G,H.I 30 112 X 67 7/32 PO 1/2 X 76 7/32 29 112 X 66 7/32 29 1/2 x 75 7/32 A.0 A.0 A.0 F.G.H.1 F.G,H.1 (b) 22 36 x 30 5/16 A,B.0 A.B.0 F,G F,G 23 36 x 42 11/16 A,B.0 A.B,C F.G F,G (a) 24 36 x 54 15/16 A,B,C A,B.0 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.0 F.G,H,1 F.G,H,1 (b) 26 36 x 76 5/16 A.B.0 A,B.0 F.G,H.1 D.E.F,G,H.I 42 x 32 5/32 41 x 31 5/32 A,B,C A,B.0 F,G F,G 42 x 44 17/32 41 x 43 17/32 A.B.0 A,B.0 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,I 42 x 62 3/8 41 x 61 3/8 A.B,C A,B,C F,G,H,1 F,G.H,1 42 x 69 5/32 41 x 68 5/32 A,B.0 A,B.0 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,I D.E,F,G.H,I 48 x 33 5/32 47 x 32 5/32 A,B.0 A,B.0 F,G F.G 48 x 45 17/32 47 x 44 17/32 A,B.0 A,B.0 F,G F,G.H,I 48 x 57 25/32 47 x 56 25/32 A.B.0 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,I (b) 48 x 70 5/32 47 x 69 5/32 A,B.0 A,B,C F,G,H,I D.E,F,G.H,1 48 x 79 5/32 47 x 78 5/32 A,B.0 A,B,C F,G,H.1 D.E.F,G.H.1 (c 32 52 1/8 X 33 A.B.0 A.B,C F,G F,G 33 52 1/8 x 45 3/8 A,B.0 A,B.0 F,G F,G,H.I 34 52 1/8 X 57 5/8 A,B,C A,B,C F.G,H,1 F,G.H,I 345 52 1/8 X 63 1/4 A.B,C A,B,C F,G,H,1 D.E,F,G.H.1 35 52 1/8 X 70 A,B.0 A,B,C F,G,H,1 D,E,F,G,H,1 36 52 1/8 x 79 A,B,C A.B.0 F,G,H,1 D.E.F.G,H,I (c ANCHOR LOCATION CHART NOTES: 1. Locations in HEAD for #10 Wood Screws into structural -two by" wood buck or "one by" wood buck/structural build —down. 2. Locations in JAMB for 3/16" TAPPER Concrete Screws into non—structural buck & concrete or masonry. 3. Locations in JAMB for #10 Wood Screws into structural two by buck. Where indicated by (a), (b) or (c) above, additional #10 Wood Screws sholl be added at the following locations. (a) One additional anchor required in each jamb at locations ..H., and (b) One additional anchor required in each jamb at locations D" and "E". (c) One additional anchor required in each jamb at locations .. J., and -K**. 4. Dimensions given ore for half radius head units, full radius will be shorter. EW I I J W.H. F H LH HALF RADIUS SHOWN, RH OPPOSITE W.W. .A B r FULL RADIUS SHOWN ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (coot.) E 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (cont.): 17) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW CALL 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 (, 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. v FLORIDA EXTRUDERS 12540 JEW TT 'LANE B CERTIFICATE Of AUTHORIZATION NO. 9235 SANFORD FLORIDA C 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 I' MIN. EMBEDMENT SOTHERS (WOOD SCREW) BY STRUCTURAL BUILD DOWN BY OTHERS Z I �— SHIM AS SEE NOTES) REQ'D GLASS (TYP.) (SEE NOTES)-----_, PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A 1/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS I1 TWO BY WOOD _ BY OTHERS I 1'MIN. EMBEDMENT (WOOD SCREW) WINDOW WIDTH 1/4' MAX. SHIM SPACE TWO BY WOOD SHIM AS REQ'D. —\ I STUD BY OTHERS (SEE NOTES) i 1 I MIN. EMBEDMENT (WOOD SCREW) GLASS (TYP.) 7 (SEE NOTES) SHEATHING FIN TYPE BY OTHERS WINDOW FRAME CAULK BETWEEN JAMB WINDOW FIN & SHEATHING ERIMETER CAULK BY OTHERS STUCCO INSTALLATION ANCHI BY OTHERS SECTION B-B 08 WOOD SCREW SHOWN (v In (v 00 N c W Q N Z Q W 7 J WINDOW WIDTH A WINDOW HEIGHT I FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) 1 V V ANCHOR q L(-T MAX. SPACING YP.) (SEE BELOW) 6" MAX. WINDOW WIDTH I WINDOW I HEIGHT j ANCHOR SPACING (SEE BELOW: i (TYP.) A LH HALF RADIUS o SHOWN, RH o OPPOSITE EQUALLY SPACE ANCHORS (TYP.) ANCHOR A 6' MAX. SPACING (T YP. ) (SEE BELOW) 6" MAX. ELEVATION (TYP.) 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 IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME, 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 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 applicable to Coinnodity Sizes shown in anchor chart (Sheet 2) and Modular Sizes. AE EC 1 6 2004 REV DESCRIPTION D REVISED NOTE 8. REVISED NOTE 9 AND TITLE TO REFLECT NAIL ALTERNATE E I ADDED DISCLAIMER Disclaimer: The purpose of this installation drawing is to present the manioc turer's recommendations for anchorage (i.e.. wood screws and nods) 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 worronty either expressed or implied. DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/08 SCREWS OR NAILS 7i29iO4 RJA SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1 500, & 2000 DRAWN BY: JBH APPROVED BY: DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0041 SHEET t �t(/3 #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP TO 70 PSF UP TO 70 Psr 12 18 1/8 X 27 5/16 2 2 3 13 18 1/8 X 39 11/16 2 3 14 18 1/8 X 51 15/16 2 3 145 18 1/8 X 57 19/32 2 15 18 1/8 X 64 5/16 2 4 16 18 1/8 X 73 5/16 2 4 1H2 25 1/2 X 28 9/16 2 2 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 3 1H5 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 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 41 X 77 5/32 41 X 77 5/32 3 4 47 X 32 5/32 47 X 32 5/32 3 2 47 X 44 17/32 47 X 44 17/32 3 3 3 47 X 56 25/32 47 x 56 25/32 3 3 47 x 62 3/8 47 X 62 3/8 3 4 47 X 69 5/32 47 X 69 5/32 3 47 X 78 5/32 47 X 78 5/32 3 4 32 52 1/8 X 33 3 2 33 52 1/8 X 45 3/8 3 3 34 52 1/8 X 57 5/8 3 3 345 52 1/8 X 63 1/4 3 3 35 52 1/8 X 70 3 4 36 52 1/8 X 79 3 4 INSTALLATION ANCHOR CHART NOTES: 1. Window sizes shown ore for Commodity Size Windows. 2_ Modular Size Windows will use the anchor quontities 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 are for half radius head units, full radius will be shorter. WINDOW WIDTH 1 ANCHOR SPACING (SEE BELOW WINDOW HEIGHT I FULL RADIUS SHOWN EQUALLY ANCHORS IMPORTANT INFORMATION & GENERAL NOTES (cont.) 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. (T Y P.) 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 WIDTH I WINDOW HEIGHT ANCHOR SPACING (SEE B4ELOW. I LH HALF RADIUS —� SHOWN, RH UF'NUSA I t EQUALLY SPACE ANCHORS (TYP.) ANCHOR JL(17 MAX.JSPACING .) (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, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 21) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 25) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. NTERATIONAL. INC. F FLORIDA EXTRUDERS 12540NJEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE:INSTALLAT[ON DETAIL W/68 SCREWS OR NAILS D SINGLE HUNG RADIUS HEAD FIN - SERIES 1000,1500, & 2000 E DRAWN BY RJA APPROVED BY: RJA DATE:7/29/04 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 ✓/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS SILL PAN FLASHING RECOMMENDED TWO BY WOOD FRAMING BY OTHERS (NOTE 6) TWO BY WOOD FRAMING BY OTHERS (NOTE 6) CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS 1-3/8' MIN. EMBEDMENT I INSTALLATION ANCHOR #10 WOOD SCREW (Note 11 & 12) INSTALLATION ANCHOR V FLANGE TYPE #10 WOOD WINDOW FRAME SCREW HEADER (Note 11 & 12) GLASS (TYP ) B.W. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD #10 WOOD SCREW BUCK BY OTHERS (Note 11 & 12) (NOTE 7 & 8) SHIM AS REQ'D. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD (TYP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER SECTION B—B & WOOD BUCK CAULK W W BY OTHERS 1-1 (WINDOW WIDTH) IMPORTANT INFORMATION & GENERAL NOTES These rotes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. 1-3/11' MIN, EMBEDMENT AB A chor L cntiove n / Me ting—h/ 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. i""W.W.� VIEWED D J AB W.H. F Two WOOD FRAMING H CAULK BETWEEN BY OTHERS ONE BY BUCK & (NOTE 6) TWO BY FRAMING STUCCO BY OTHERS BY OTHERS ANCHOR INSTALLATION INSTRUCTIONS (SEE NOTES) B.H. GENERAL INSTALLATION INSTRUCTIONS (BUCK HEIGHT) 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. FLANGE TYPE 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. 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 MANUFACTURER'S 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 tow 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 JAMB TO BE SECURELY - FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES PER FBC, SECTION 1707.4.4.2 AND TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 1-3/8' MIN. EMBEDMENT Disclaitlner: The purpose of this instonotion crowing is to present the AB monulocturers mm recoendolions for onchoroge (i.e.. wood screws. noiils and I Vulkem structurof odhesivel to octieve the design pressure specified on the tenestrotioo product as required by Florida Bonding Code, Section 1707.4.4, Anchoroge Methods. Recommendotions regording floshing, sea", seolonts or other joint seolont proctices does not constitute o worronty either expressed or implied. ONE BY WOOD BUCK BY OTHERS (Buck must be structurally attached to the Two By Wood Framing. See Note 14) INSTALLATION ANCHOR J CAULK BETWEEN #10 WOOD SCREW ONE BY BUCK & (Note 11, 12 & 14) L TWO BY FRAMING W/ VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL SECTION A —A C4 W n a 00 N Z � W O V, Z Q W . U � J ~' W a a W m Q M l4 DEC 1 6 2004 Local Below Mee to Roil. FROM EXTERIOR E K g G I ELEVATION 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 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 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 IAMBS 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 (rot 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 SILLSS FRAME AND AT A LOCATION AT THE MIDPOINT (+/- 2") ALONG THE WINDOW SILLS WIDTH. DESIGN PRESSURE RATING & FBC PRESSURE RATING & FBC RETIREMENTS 15) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO +/- 70 PSF, 16) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E130D 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. REV DESCRIPTION DATE IN I FLORIDA EXTRUDERS2 4o EWEff L.ANEC CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA A REVISE NOTES 3. 7, 9 dr 17. ADDED NOTE 6 AND &RJA RENWBERED NOTES 10 TO 17. REVISED OR ADDED NOTE ILLUSTRATIONS AND REFERENCES. 12/ 19/03 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: N T S DWG.: F L E X O O 4 H 1� 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'f D. 1/4' MAX. (SEE NOTES) ONE BY WOOD BUCK BY OTHE (NOTE 7 & 8) INSTALLATION ANCHOR #10 WOOD SCREW FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME B.H. (BUCK HEIGHT) INSTALLATION ANCHOR #10 WOOD SCREW GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE ---- WINDOW FRAME CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W.W. (WINDOW WIDTH) SECTION B-B 3/8' MIN. dBEDMENT 2x4, 2x6 or 2x8 WOOD FRAMING BY OTHERS (SEE NOTE 21) INSTALLATION ANCHOR #10 WOOD SCREW ONE BY WOOD BUCK BY OTHERS (NOTE 7 & 8) CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS W.H. SEE NOTI 10 FOR SPACING ELEVATION SEE NOTE 110 FOR SPACING 1 6' MAX. (TYP.) f 6' MAX. (TYP.) VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH SAME METHOD AS SHOWN AT HEAD. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. 1 I anufacturer s Disclaimer: The purpose of this installation drawing is to present the manufacturer' I I recommendations for anchorage (i.e., wood screws and nods) to achieve the design pressure A specified on the fenestration product as required by Florida Boding dbde Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing •seo6ng rse`alants or other joint I 1-3/8' MIN. sealant practices does not constitute a warranty either expressed or implied. '> I I EMBEDMENT allk f 60 l^l S 2dLIU I I � W a < REV INTERNATIONAL, INC. DESCRIPTION DATE INI FLORIDA EXTRUDERS 2540 JEWETT LANE DZ C '2/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA REVISEDO. 7 W DECAND C 1 200 ADDED NOTE 21 ILLUSTRATION TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME REFERENCES. ADDED NOTE 2x4, 2x6 or 2x8 WOOD FRAMING c� 7 & 8 TO ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 BY THERS SEEO NOTE 21) UJ 0 3 D CALL -OUT. ADDED DISCWMER. 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA SECTION A —A DATE:7/29/04 SCALE: NTS DWG.: FLEX0042 SHEET 1 OF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 8) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 7. 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. #10 WOOD SCREW ANCHOR INSTALLATION INSTRUCTIONS: 10) WHERE WINDOW IS INSTALLED IN WOOD FRAMED OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR FRAMING AND NON-STRUCTURAL ONE BUY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR FRAMING. 11) WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW, THIS SHEET): a) SERIES 1000 & 2000 - HEAD: i) 30 TO 45 psf: 6" MAX FROM CORNER & 18" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 14" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 12" O.C. MAX. b) SERIES 1000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 15" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 12" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - JAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20" O.C. MAX. ii) 46 TO 60 psf: 6" MAX FROM CORNER & 15" O.C. MAX. iii) 61 TO 70 psf: 6" MAX FROM CORNER & 14" O.C. MAX. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 14) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 16) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. f SEE NOTE 110 FOR SPACING 1 6' MAX.. (TYP.) t SEE NOTE 10 FOR L L SPACING 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING & FBC REQUIREMENTS 17) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD AND OTHER APPROVED FRAMING MEMBERS MARCH 1, 2002. 21) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORDS DETAILS. RE v FLORIDA EXTRUDERS INTERNATIONAL, LA"NE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA 147 0 TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME FIXED FLANGE WINDOW - SERIES 1000 & 2000 IDRAWN BY: RJA ( APPROVED BY: RJA DATE: 7/29/04 I SCALE: NTS DWG.: FLEX0042 SHEET 2 OF 2 CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 2x6 or 2x8 ##10 WOOD SCREW ONE BY WOOD BY OTHERS WOOD BY OTHERS (NOTE 23) BUCK BY OTHERS (SEE NOTE 6) (NOTE 11 & 12) CAULK BETWEEN ONE BY WOOD (OPTIONAL -NOTE 23) DOOR FLANGE 4 BUCK BY OTHERS & WOOD BUCK o (NOTE 11 & 12) (OPTIONAL -NOTE 23) SHIM AS p REQ'D (SEE 1 3/8' MIN. NOTES) _ PERIMETER EMBEDMENT CAULK BY SLIDING GLASS OTHERS +/4' MAX. DOOR FRAME I SHIM SPACE JAMB CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE 1 v 1 0 a - INSTALLATION ANCHOR #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 2). MASONRY OPENING SHIM AS REQUIRED (SEE NOTE 1). BY OTHERS 1/4' MAX. SHIM SPACE ZT GLASS SHIM AS (TYP.) REQ'D (SEE NOTES) PERIMETER SLIDING CAULK BY GLASS OTHERS DOOR FRAME 01 S.G.D. WIDTH — — HEAD _TEMPERED GLASS (TYP.) SECTION B-B DOOR HEIGHT A --'a- EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) ry a 0o V1 Z 11 44 C 1 6 2004 E ~ W oa W m &� 1 3/8' MIN. EMBEDMENT p 2x6 or 2x8 WOOD BY OTHERS a (SEE NOTE 6) 0 0 2X4, 2X6 OR 2X8 WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR 910 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.) d CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY o OPENING BY OTHERS Q CAULK BETWEEN HOOK STRIP & a WOOD BUCK 1 3/8' MIN. EMBEDMENT (TYP.) 4 a a 3/4' MAX. I STUCCO BY OTHERS \_SLIDING GLASS DOOR INTERLOCK HENIK 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. 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 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. [SEE SHEET 2 FOR CONTINUATION OF NOTES) Disclaimer. The purpose of this installation drawing is to present the manufacturers recommendations for Aanchorage (i.e., concrete screws, wood screws and rwrls) to achieve the design pressure specified on the c fenestration product as required by Ftond(i$& Mding Code, Section 1707.4.4, Anchorage Methods. Recommendations regarding Dashing. sealing, seoldnts�ar bttier joint seatontproctices does not constitute a warranty either expressed or 04 y j i �% S ✓"t/ L-�t %✓ rl.Q Z sc REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, JEW TT LANE B REVISED "DIES '• 2. 3. 6. it. 12. 12/ 18/03 RJA 13. 23. 27 : 3z AND ADDED NO/arc CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA REVISED REIATED REFERENCES 2";°AW TW IONS. SLIDING GLASS DOOR 500, 1000 & 2000 RENIN KRED NOTES 6 lD 10 A 23 TITLE: TO 32 AND REvrSEO REFERENCES TO MASONRY INSTALLATION WITH STRUCTURAL 9M-PME CSE NOTES, CEO `"PPM `"' BUCK AND #10 SCREWS 90x7I 1-pANEE ODORS_ C ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: JBH I APPROVED BY: RJA DATE: 7/29/04 SCALE: NTS 1DWG #: FLEX0043 SHEET 1 OF 2 18, 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 OX0 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 D1 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 16 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 D2 10 D3 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 D1 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 D2 1 t D3 8 8 9080 XXX 106 518 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 5/8 x 96 14 14 14 7 8(DI) 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 16 8 11 D3 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 D2 10 D3 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 Dt 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 D7 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 D1 12 D3 8 8 10080 OXXO 119 518 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 518 x 96 14 14 14 7 8(DI) 9 D2 10 10 16080 OXXO 191 5/8 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 Dt 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 02 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 18 18 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 1 7 7 8 D1 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 D1 10 D2 12 D4 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 Dt 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D7 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 16 9 D1 12 D4 13 D5 10 10 100100 XXXX 117 114 x 120 12 12 12 6 6 7 D1 12 12 t20t00XXXX 1411/4x120 14 14 14 7 8 Dl 10 03 12 12 160100 XXXX 189 114 x 120 16 16 18 10 D2 13 D5 15 D7 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "DI"THROUGH "07" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2)"DI" 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) "D4" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "D6" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPPERS IN 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 (cunt~) GENERAL INSTALLATION INSTRUCTIONS (coot.) 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NON-STRUCTURAL ONE BY WOOD BUCK IS OPTIONAL IF THE ONE BY WOOD BUCK IS USED, NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR # 10 WOOD SCREW AT 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 17) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER QUANTITIES AND ADDITIONAL INSTALLATION REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. I IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEAD AND JAMBS): #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK - HEAD AND IAMBS): #10 WOOD SCREW (WITH A STRUCTURAL TWO BY WOOD BUCK FOR THE POCKET DOOR HOOK STRIP): 23) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A COMBINATION OF STRUCTUAL TWO BY AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCKS AS SHOWN OR DIRECTLY INTO TWO BY BUCK, USE # 10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEPANG THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR # 10 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, IAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 27) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW (1 3/8" MIN. EMB.) INSTALLATION SHALL BE ANCHORED WITH # 10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QI)ANTTTY 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. REv FLORIDA EXTRUDERS INTERNATIONAL, LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 C MASONRY INSTALLATION WITH STRUCTURAL BUCK AND #I0 SCREWS DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: NTS IDWG #: FLEX0043 SHEET 2 OF 2 1000 S.H. I X 2 X 1/8 1000 S.H. JAMB (TYP.) `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 ( I 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. 1000 S.H. JAMB (TYP.) 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) 1 X 4 X 1/8 TUBE MULLION JAMB 00 SP.)H. I JAMB 0T S.PH #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 08 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� 1 X 2 7/16 X 3/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 X 4 X 3/8 TUBE MULLION 08 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 1 BUCK BY OTHERS 11 CONCRETE OR MASONRY Q BY OTHERS 1 1/4' MIN. - Q EMBEDMENT Q \ 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 _EJ& 2" X 4" TUBE MULLIONS ARE USED) #�X 2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 SELF Te-+rrilvu SMS (TYP.) DETAIL B ELEVATION VIEWED FROM EXTERIOR W 00 G n ar�N _cyM,n �. tr T , _O 3 _j O z CD ti m _ a� Q C C = CO O .::r t E.0 -i o`n`'- ' 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). a INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) x SILL CLIP — I 1 1/4' MIN. EMBEDMENT .Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN RERUIRED) C3 0 - (D MULLION NTERATIONAL, INC FLORIDA `EXTRUDERS 12540NJE ETT LANE SANFORD, FLORIDA TITLE: SER. 1000/ 1500 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 SCALE: NTS DWG.: 1 VMFLG SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW TIP -TO -TIP SIZE 19 1 /8 X 26 19 1 /8 X 38 3/8 19 1 /8 X 50 5/8 19 1 /8 X 56 1/4 19 1 /8 X 63 19 1 /8 X 72 19 1 /8 X 84 CAPACITY i X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 336.52 209.72 131.23 94.13 65.97 43.49 26.96 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 732.42 317.66 131.23 94.13 65.97 43.49 26.96 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 336.52 209.72 152.75 127.29 89.21 58.81 36.45 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 692.83 429.55 177.46 127.29 89.21 58.81 36.45 CAPACITY 1 X2 7/16X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3 336.52 209.72 152.75 135.81 97.48 64.27 39.83 CAPACITY 1 X2 7/16XI /8 TUBE MULL 4 ANCHORS SECT. A-A(3) 732.42 456.46 193.92 139.09 97.48 64.27 39.83 CAPACITY 1 X2 7/16X3/81 TUBE MULL 2 ANCHORS SECT. A -A 4 336.52 209.72 152.75 135.81 119.85 90.09 55.84 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 732.42 456.46 271.83 194.97 136.64 90.09 55.84 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 791.81 493.47 359.41 319.55 282.02 212.62 131.79 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) 1187.72 740.20 539.12 460.17 423.03 212.62 131.79 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) 791.81 493.47 359.41 319.55 282.02 296.98 184.08 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(6) 1187.72 740.20 539.12 479.33 423.03 296.98 184.08 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7) 1187.72 740.20 539.12 479.33 423.03 365.75 294.03 WINDOW CALL SIZE 12 13 14 145 15 16 17 572.13 343.74 143.71 102.59 71.58 262.87 157.93 113.20 100.17 88.01 572.13 343.74 201.45 143.81 100.34 618.52 371.61 266.35 235.70 207.10 927.78 557.41 399.53 339.42 236.83 618.52 371.61 266.35 235.70 207.10 927.78 557.41 399.53 353.55 310.65 927.78 557.41 399.53 353.55 310.65 1 H2 i H3 1 H4 1 H45 26 1 /2 X 26 26 1 /2 X 38 3/8 6 1 /2 X 50 5/8 26 1 /2 X 56 1/4 262.87 157.93 97.25 69.43 48.44 572.13 239.21 97.25 69.43 48.44 262.87 157.93 113.20 93.89 65.51 541.20 323.48 131.51 93.89 65.51 262.87 157.93 113.20 100.17 71.58 1 H5 26 1 /2 X 63 31.79 19.62 31.79 19.62 42.99 26.53 42.99 26.53 46.98 28.99 46.98 28.99 65.86 40.64 65.86 40.64 155.44 95.93 155.44 95.93 217.11 133.99 217.11 133.99 267.38 214.02 1 H6 26 1 /2 X 72 26 1 /2 X 84 1 H7 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 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 23 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 98.27 156.97 417.04 214.14 116.47 81.44 55.76 35.92 450.85 231.50 154.00 133.48 115.08 84.77 676.28 347.25 231.01 192.22 131.60 84.77 t 450.85 231.50 154.00 133.48 115.08 97.21 676.28 347.25 231.01 200.23 172.63 118.41 676.28 347.25 231.01 200.23 172.63 145.82 32 33 34 345 35 36 53 1 /8 X 26 53 1 /8 X 38 3/8 3 1 /8 X 50 5/8 53 1 /8 X 56 1/4 53 1 /8 X 63 53 1 /8 X 72 191.61 98.38 56.23 39.32 26.92 17.34 417.04 149.02 56.23 39.32 26.92 17.34 191.61 98.38 65.45 53.17 36.40 23.45 394.49 201.51 76.04 53.17 36.40 23.45 191.61 98.38 65.45 56.73 39.78 25.62 417.04 214.14 83.09 58.10 39.78 25.62 191.61 98.38 65.45 56.73 48.91 35.92 37 53 1 /8 X 84 110.51 10.51 14.21 1 4.21 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 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 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 IHE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE wlNOow/Grass DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDERS INTERNATIONAL, dew L1I NE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS - S E R. 1000 15,00 DRAWN BY: J BH APPROVED BY: WA B DATE: 6/ 1 7/ 0 4 scALE: F U L L DWG.: I V M F L G P G 2 1000 S.H. I X 2 X 1/8 1000 S.H. JAMB (TYP.) TUBE MULLION JAMB (TYP.) 1 X 2 X 3/8 TUBE MULLION DETAIL C #8 X 1/2 SELF TAPPING SMS #8 X 1/2 SELF TAPPING SMS �- SEALANT BETWEEN �_ SEALANT BETWEEN WINDOW FRAME WINDOW FRAME & MULLION & MULLION 08 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A (2) 1 X 2 7/16 X 1/8 1000 S.H. �} TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) 1 JAMB (TYP.)I --I TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME & MULLION 98 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION JAMB 00 PH � I I I I JAMB (TYP.) 1000 H. #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN #8 X . ,I ` ��I 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 �— SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-I12 SELF TAPPING SMS SECTION A -A (6) 1 1/8' MIN. EMBEDMENT w11'fUUw r LMINULA & MULLION SECTION A -A (7) DETAIL C TWO BY WOOD BUCK BY OTHERS MULLION 1/2 SELF VG SMS I SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD & SILL WHERE I" 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 a8 WOOD SCREW (TYP.) • For olternote sill profiles where "Sill Clip" is not x SILL CLIP su itable. is ocep occeptoble to use "Instollotion Clip- os shown in 1 1/8' MIN. Detoil C. EMBEDMENT SHEATHING T I I VOOD FRAMING AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O ammimi - m #8 SELF TAPPING _'Z / SMS (TYP.) — \_ DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR W r 00 Nr7LO -- 0 3 J z (b1:u r Q CO Ln - - G: c woo 0 c I- _ 4- 0 u -r IONAL, INC FLORIDA EXTRUDERS 12540NJE ETT LANE SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF DESIGN PRESSURE CAPACITIES DRAWN BY: MSH IAPPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 VMF I N 2) FOR SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP 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 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1X2 7/16Xi /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY IX2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 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) 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 1/4 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 11-12 25 1/2 X 25 157.66 315.32 157.66 315.32 157.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1 H3 25 1 /2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 284.17 1 H4 25 1 /2 X 49 5/8 67.89 96.07 67.89 132.22 67.89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203.68 1 H45 25 1 /2 X 55 1 / 60.08 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.86 52.79 70.28 52.79 99.52 105.58 158.37 105.58 158.37 158.37 1 H6 25 1 /2 X 71 31.40 31.40 43.22 43.22 45.43 46.12 45.43 65.32 90.87 136.31 90.87 136.31 136.31 1 H7 25 1 /2 X 83 19.38 19.38 26.67 26.67 28.46 28.46 38.32 40.31 76.64 93.84 76.64 114.96 114.96 22 36 X 25 130 260 130 260 130 260 130 260 260 390 260 390 390 23 36 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 36 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 29.56 29.56 56.21 68.83 56.21 84.32 84.32 32 52 1 /8 X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.92 229.84 229.84 344.77 229.84 344.77 344.77 33 52 1 /8 X 37 3/8 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 118.02 177.03 118.02 177.03 177.03 34 52 1 /8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1/8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71 17.13 117.13 123.57 123.57 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 1.15.25 120.53 21.59 41.06 1 50.27 41.06 61.59 61.59 NOTES: A) NUMBER Of ANCHORS NOTED ARE FOR8 W000 SCREWS INTO woo0 FRAMING FLORIDA EXTRUDERS INTERNATIONAL, INC REOUIREO AT EACH ENO USING 1 1/8" EMBEDMENT. 2S4O 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 F I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS - S E R. 100 0& 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 oEslcN PRESSURE TO GOVERN. DATE:6/ 17/04 SCALE: FULL DWG.: 1 VMF I N PG 2 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 I-1/2 SELF TAPPING SMS I X 2 X 3/8 TUBE MULLION #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) I X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. 1000 S.H. JAMB (TYP.) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION V#8 X 1-1/2 SELF TAPPING SMS 1000 S.H. JAMB (TYP.) 1 X 2 7/16 X 3/8 TUBE MULLION /— #8 X 1/2 SELF TAPPING SMS #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (3) SECTION A —A (4) I 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 SEALANT BETWEEN �/08 WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (5) SECTION A -A (6) 1000 S.H. JAMB (TYP.) TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTALLATION SCf #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN I L WINDOW FLANGES qg X 1-1/2 SELF & MULLION TAPPING SMS SECTION A -A (7) Ld 00 ► an Ln Y U � O 0 3 J Z m=L _ av Q C C aoo4v C U o � U� #8 SELF TAPPING SMS (TYP.) B ELEVATION VIEWED FROM EXTERIOR Jul 1 OR 2X MULL I INTERNAL CLIP L IX OR 2X MULL (TYP.) • For olternote sill SECTION B—B profiles where "Sill Clip" is not sultoble, it is INSTALLATION ANCHOR occeptoble to use 3/16' DIA. TAPPER "Instollotion Clip" SCREW ANCHOR (TYP.) os shown in 1VMFLG, Detoil C SILL CLIP (with or w/o bucking). f Q 1 1/4' MIN. Q EMBEDMENT Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O_ O MULLION FLORIDA EXTRUDERS 254 NEw TT 'LANE SANFORD. FLORIDA It .,,TITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 tlf 4,'c VERTICAL MULLION INTO HORIZONTAL ;0." SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H 1APPROVED BY: W A B e'nx;t< DATE:6/ 17/O4 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 CAPACITY 1 X2X 1 /8 TUBE MULL 2/2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 3/4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 2 CAPACITY I X2X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 2 CAPACITY 1 X2 7/16X1/8 TUBE MULL 2/2 ANCHORS SECT. A -A 3 CAPACITY iX2 7/16X1/8 TUBE MULL 3/4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 4 CAPACITY 1X2 7/16X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4/4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 4/6 ANCHORS SECT. A -A S CAPACITY 1 X4X3/8 TUBE MULL 4/4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 4/6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6/6 ANCHORS SECT. A -A 7 19 1 /8 X 26 239.48 487.89 239.48 487.89 239.48 487.89 239.48 487.89 597.74 795.69 597.74 795.69 1187.72 12 13 19 1 /8 X 38 3/8 19 1 /8 X 50 5/8 19 1 /8 X 56 1/4 149.25 108.70 94.13 304.06 131.23 94.13 149.25 108.70 96.64 304.06 177.46 127.29 149.25 108.70 96.64 304.06 193.92 139.09 149.25 108.70 96.64 304.06 221.46 194.97 372.52 271.32 241.23 495.89 361.17 321.12 372.52 271.32 241.23 495.89 361.17 321.12 740.20 539.12 479.33 14 145 15 19 1 /8 X 63 65.97 65.97 85.29 89.21 85.29 97.48 85.29 136.64 212.89 283.40 212.89 283.40 423.03 16 19 1 /8 X 72 43.49 43.49 58.81 58.81 64.27 64.27 73.74 90.09 184.07 212.62 184.07 245.03 365.75 17 19 1 /8 X 84 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 131.79 131.79 155.92 184.08 294.03 1 H2 26 1 /2 X 26 187.07 381.12 187.07 381.12 187.07 381.12 187.07 381.12 466.92 621.55 466.92 621.55 927.78 1 H3 26 1 /2 X 38 3/8 112.39 228.97 112.39 228.97 112.39 228.97 112.39 228.97 280.53 373.43 280.53 373.43 557.41 1 H4 26 1 /2 X 50 5/8 80.56 97.25 80.56 131.51 80.56 143.71 80.56 164.12 201.07 267.66 201.07 267.66 399.53 1 H45 26 1 /2 X 56 1/4 69.43 69.43 71.28 93.89 71.28 102.59 71.28 143.81 177.93 236.85 177.93 236.85 353.55 1 H5 26 1 /2 X 63 48.44 48.44 62.63 65.51 62.63 71.58 62.63 100.34 156.34 208.11 156.34 208.11 310.65 1 H6 26 1 /2 X 72 31.79 31.79 42.99 42.99 46.98 46.98 53.91 65.86 134.56 155.44 134.56 179.13 267.38 1 H7 26 1 /2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.49 133.99 214.02 22 37 X 26 154.25 314.25 154.25 314.25 154.25 314.25 154.25 314.25 385 512.5 385 512.5 765 23 37 X 38 3/8 86.97 177.19 86.97 177.19 86.97 177.19 86.97 177.19 217.09 288.98 217.09 288.98 431.36 24 7 X 50 5/8 60.75 73.34 60.75 99.17 60.75 108.37 60.75 123.76 151.63 201.84 151.63 201.84 301.29 245 37 X 56 1 /4 51.97 51.97 53.36 70.28 53.36 76.79 53.36 107.65 133.19 177.29 133.19 177.29 264.64 25 37 X 63 36.01 36.01 46.56 48.70 46.56 53.21 46.56 74.59 116.22 154.71 116.22 154.71 230.94 26 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 39.80 48.62 99.35 114.76 99.35 132.25 197.41 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 340.35 453.06 340.35 453.06 676.28 32 53 1 /8 X 26 136.36 277.80 136.36 277.80 136.36 277.80 136.36 277.80 33 53 1 /8 X 38 3/8 70.01 142.64 70.01 142.64 70.01 142.64 70.01 142.64 174.76 232.63 174.76 232.63 347.25 34 53 1 /8 X 50 5/8 46.57 56.23 46.57 76.04 46.57 83.09 46.57 94.89 116.26 154.76 116.26 154.76 231.01 345 53 1 /8 X 56 114 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 84.77 173.39 97.69 145.82 37 53 1 /8 X 84 10.51 10.51 14.21 14.21 15.53 15.53 21.77 21.77 51.39 51.39 60.80 71.78 1 14.66 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY W/ 1 1 /4- EMBEDMENT AT SILL AND 18 SCREWS INTO MULL 1 /8" WALL ALUMINUM AT TOP. 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 EXTRUDERS INTERNATIONAL, 254 0" E ETT 'LAN E SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS INTO HORIZONTAL - SER. 1000 & 1500 DRAWN BY: JBH APPROVED BY: WAB DATE:6/ 1 7/04 SCALE: FULL DWG.: 1 VMHMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) ELF I X 2 X 1/8 TUBE MULLION SEALANT BETWEEP WINDOW FLANGES & MULLION SEALANT BETWEEN-J U qg X 3/4 SELF WINDOW FLANGES & MULLION \- 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1 & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BE T WEEt WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES #8 X 3/4 SELF & MULLION TAPPING SMS `qF"'11 / TUBE MULLION =j'uu \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A-ASECTION A -A (5� 1000 P.W./DESIGNER SILL (TYP.) ELF I 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.) `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 P.W./DESIGNER SILL <TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A-ASECTION 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.) a DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 98 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 Q TUBE MULLION L1 1/4' MIN. EMBEDMENT #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 Y 52,63 JQN t P.r ll DETAIL B ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, LINC ANE SANFORD FLORIDA TITLE:SER. 1000/1500 FLANGE SHEET I OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H DATE:6/ 17/04 APPROVED BY SCALE: NTS DWG. WAB •NNIIIIIIIIIIIIIIt IHMFLG -0z3 JtKItS I UUU & I Z)UU I-LANUL SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW[WINDOW CALL SIZE UNIT TIPSIZ TIP SIZE CAPACITY 1X2X1/8 TUBE MULL 2 ANCHORS SECT. A -A i CAPACITY 1X2X1/8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY IX2 7/16X1/81X2 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 7/16X1/81X2 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 7/16X3/8IX2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A a CAPACITY IX4Xi 8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1X4X1 8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1X4X3 8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1X4X3 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 6 1 /2 X 39 1 / 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 6 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 6 1/2 X 63 7/8 335.12 670.25 335.12 603.22 335.12 670.25 335.12 670.25 670.25 1005.38 670.25 1005.38 1005.36 1 H45+HC 6 1 /2 X 69 112 309.78 619.56 309.78 557.60 309.78 619.56 309.78 619.56 619.56 929.34 619.56 929.34 _ 929.34 1 H5+HC 26 1 /2 X 76 1/4 284.00 568.01 284.00 51 1 .21 284.00 568.01 284.00 568.01 568.01 852.01 568.01 852.01 852.01 1 H6+HC 26 1 /2 X 82 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 26 1 /2 X 97 1/4 225.60 451.21 225.60 406.09 225.60 451.21 225.60 451.21 451.21 676.81 451.21 676.81 676.81 22+HC 37 X 44 112 273.64 346.70 273.64 478.99 273.64 521.39 273.64 547.29 547.29 820.94 547.29 820.94 820.94 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 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 [245+HC 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+11C 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 F34+HC53 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 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 F83.90 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 TO R 1 jj DA EXTRUDERSINTERNATIONAL, INC AT EACH END USING 1 1 /4" EMBEDMENT. 8) PRESSURES GIVEN IN PSF ARE. FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE FL THIS ULTIMATE LOAD IS BASED CZ 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WIVE OUT 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 & 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 owc.: 1 HMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) 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 r 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS r" /I 1 X 4 X 1/8 TUBE MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (S) 1000 P.W./DESIGNER SILL (TYP.) SELF 4S AUXILIARY PLATE (FOR ADDITIONAL ANCHORS. WHEN REQUIRED) DETAIL C ' O _O 1 X 2 X 3/8 TUBE MULLION MULLION - 3/4 SELF 1000 S.N. TAPPING SMS HEAD (TYP.) SECTION A —A (2) 1000 P.W./DESIGNER SILL (TYP.) SELF is — 1 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) jr1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 /r TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS TWO BY WOOD BUCK BY OTHER 2 X 4 X 3/8 TUBE MULLION APPLIES & SILL WHERE 1'. X 4 TO HEAD & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C—� l 1 1 1/8' MIN. EMBEDMENT ELEVATION DETAIL B ru • For alternate profiles where "Horizontal Clip" is not suitable, #8 X 3/4 SELF it is acceptable TAPPING SMS to use "Installation Clip" 1000 S.H. SECTION A —A 7 as Shown in HEAD (TYP.) Detail C. Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 VIEWED FROM EXTERIOR APPLIES TO HEAD & SILL WHERE 1" X 2- & 1 " X 2 7/16- TUBE MULLIONS ARE USED SHCATHING INSTALLATION ANCHOR M8 WOOD SCREW (T YP.) ■ HORIZ. CLIP 1 1/8' MIN. EMBEDMENT FLORIDA EXTRUDERS 2540 R WETT LAN INTERNATIONAL, INC. RIDA TITLE: SER. 1000/ 1500 F I N SHEET I OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H DATE: 6/ 1 7/ 0 4 APPROVED BY: WAB SCALE: N T S I DWG.: 1 HMF I N SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW UNIT BUCK SIZE CAPACITY 1X2X1/8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1X2X1/8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1x2 7/16X1/81X2 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 7/16X1/81X2 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1X4X1/8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1X4X1/8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1X4X3/8 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 15/16 428.17 324.21 856.35 648.43 428.17 324.21 856.35 648.43 428.17 324.21 856.35 648.43 428.17 324.21 856.35 648.43 856.35 648.43 1284.53 972.65 856.35 648.43 1284.53 972.65 1284.53 972.65 12+HC 13+HC 18 1/8 X 59 3/16 18 1/8 X 64 13/16 261.39 240.03 522.79 480.07 261.39 240.03 522.79 480.07 261.39 240.03 522.79 480.07 261.39 240.03 522.79 480.07 522.79 480.07 784.18 720.11 522.79 480.07 784.18 720.11 784.18 720.11 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 9/16 195.34 390.69 195.34 390.69 195.34 390.69 195.34 390.69 390.69 586.04 390.69 586.04 586.04 18 1/8 X 91 9/16 171.07 342.15 171.07 342.15 171.07 342.15 171.07 342.15 342.15 513.23 342.15 513.23 513.23 17+HC 1 H2+HC 25 1 /2 X 38 1/4 263.27 526.54 263.27 526.54 263.27 526.54 263.27 526.54 526.54 789.81 526.54 789.81 789.81 1 H3+HC 25 1 /2 X 50 5/ 207.89 415.78 207.89 415.78 207.89 415.78 207.89 415.78 415.78 623.67 415.78 623.67 623.67 1 H4+HC 5 1 /2 X 62 7/8 170.84 157.92 341.69 315.85 170.84 157.92 341.69 315.85 170.84 157.92 341.69 315_85 170.84 157.92 341.69 315.85 341.69 315.85 512.54 473.78 341.69 315.85 512.54 473.78 512.54 473.78 1 H45+HC 5 1 /2 X 68 1 /2 1 H5+HC 5 1 /2 X 75 1/4 25 1 /2 X 81 1/4 144.78 130.32 115.01 289.57 260.65 230.02 144.78 130.32 115.01 289.57 260.65 230.02 144.78 130.32 115.01 289.57 260.65 230.02 144.78 130.32 115.01 289.57 260.65 230.02 289.57 260.65 230.02 434.36 390.98 345.04 289.57 260.65 230.02 434.36 390.98 345.04 434.36 390.98 345.04 1 H6+HC 1 H7+HC 25 1 /2 X 96 1/4 22+HC 36 X 43 1 /2 139.50 279.01 139.50 279.01 139.50 279.01 139.50 279.01 279.01 418.51 279.01 418.51 418.51 23+HC 36 X 55 7/8 129.24 258.48 129.24 258.48 129.24 258.48 129.24 258.48 258.48 387.72 258.48 387.72 387.72 24+HC 36 X 68 1/8 108.58 217.16 108.58 217.16 108.58 217.16 108.58 217.16 217.16 325.74 217.16 325.74 325.74 245+HC 36 X 73 3/4 101.15 202.31 101.15 202.31 101.15 202.31 101.15 202.31 202.31 303.46 202.31 303.46 303.46 25+HC 36 X 80 1 /2 93.48 186.96 93.48 186.96 93.48 186.96 93.48 186.96 186.96 280.44 186.96 280.44 280.44 26+HC 36 X 89 1 /2 36 X 101 1 /2 84.89 75.63 169.79 151.27 84.89 75.63 169.79 151.27 84.89 75.63 169.79 151.27 130.48 84.89 75.63 74.52 169.79 151.27 149.05 169.79 151.27 149.05 254.69 226.90 223.57 169.79 151.27 149.05 254.69 226.90 223.57 254.69 226.90 223.57 27+HC 32+HC 52 1/8 X 50 9/16 74.52 87.63 74.52 122.28 74.52 52 1/8 X 62 15/16 66.01 77.62 66.01 108.31 66.01 115.58 66.01 132.02 132.02 198.04 132.02 198.04 198.04 33+HC 34+HC 52 1/8 X 75 3/16 52 1/8 X 80 13/16 63.07 60.90 74.16 71.61 63.07 60.90 103.49 99.93 63.07 60.90 110.44 106.64 63.07 60.90 126.15 121.81 126.15 121.81 189.23 182.72 126.15 121.81 189.23 182.72 189.23 182.72 345+HC 35+HC 52 1/8 X 87 9/16 56.84 66.83 56.84 93.26 56.84 99.52 56.84 113.68 113.68 170.52 113.68 170.52 170.52 36+HC 52 1/8 X 96 9/16 52.19 61.37 52.19 85.64 52.19 91.38 52.19 104.38 104.38 156.58 104.38 156.58 1 156.58 37+HC 52 1/8 X 108 9/16 47.06 55.34 47.06 77.22 47.06 82.40 47.06 94.12 94.12 141.19 94.12 141.19 141.19 1 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING REQUIRED 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 E1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDER S 2540 JEWETT LANE SANFORD, FLORIDA INTERNATIONAL, INC. ITITLE:DESIGN PRESSURE CAPACITIES F I N HORIZONTAL MULLIONS - SER. 1 000 & 1500 DRAWN BY: MSH APPROVED BY: WAB DATE: 6/ 17 / 0 4 SCALE: FULL DWG.: I H M F I N PG 21 SEALANT BETWEEN WINDOW FLANGES L MULLION /� 1000 P.W./DESIGNER j SILL (TYP.) #8 X 3/4 SELF / TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.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 -vr—vyi i - / I - - 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 8, MULLION TAPPING SMS I X 4 X 1/8 (� TUBE MULLION `-#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (S) 1000 P.W./DESIGNER SILL (TYP.) "ELF i I X 2 X 3/8 TUBE MULLION . 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGE , n � - i. r17 & MULLION �- 1 X 2 7/16 X 3/8 TUBE MULLION — Rd X J/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 I'IF"11 TUBE MULLION \_#8 X 3/4 SELF lvoo S.H. TAPPING SMS HEAD (TYP.> SECTION A —A ((j) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE I" 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 -� Q SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION Q 1 #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A —A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP F-- 1 1/4' MIN. EMBEDMENT DETAIL B--\ MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS I2540N EWE r LINC ANE SANFORD, FLORIDA �I_.SER. 1000/1500 FLANGE SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 ❑F 2) FOR DESIGN PRESSURE CAPACITIES __--ago DRAWN BY: MSH APPROVED BY: WAB DATE: 6/ 1 7/ 0 4 SCALE: N T S DWG.: I HM F L G T W SERIES t 000 & 1500 FLANGE TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY iX2X1/8 TUBE MULL 2 ANCHORS S C A-A CAPACITY 1X2X1/8 TUBE MULL 4 ANCHORS SECT A -A t CAPACITY 1X2X3/8 TUBE MULL 2 ANCHORS SECT. -ASECT. CAPACITY 1X2X3/8 TUBE MULL 4 ANCHORS A-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 1X2 7/16X.3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY iX2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY iX4Xi/8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1X4X1/8 TUBE MULL 6 ANCHORS SECT. A -A S CAPACITY IX4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TW12+HC 38 1/4 X 45 1/8 257.89 305.18 257.89 421.62 257.89 458.94 257.89 515.78 515.78 773.67 515.78 773.67 773.67 TW13+HC 38 1/4 X 57 1/2 241.49 285.77 241.49 394.81 241.49 429.76 241.49 482.98 482.98 724.47 482.98 724.47 724.47 TW14+HC 38 1/4 X 69 3/4 203.35 240.64 203.35 332.45 203.35 361.88 203.35 406.70 406.70 610.05 406.70 610.05 610.05 TW145+HC 38 1/4 X 75 3/8 189.60 224.36 189.60 309.97 189.60 337.41 189.60 379.20 379.20 568.80 379.20 568.80 568.80 TW15+HC 38 1/4 X 82 1/8 175.37 207.53 175.37 286.71 175.37 312.09 175.37 350.74 350.74 526.11 350.74 526.11 526.11 TW16+HC 38 1/4 X 91 1/8 159.41 188.65 159.41 260.63 159.41 283.70 159.41 318.83 318.83 478.25 318.83 478.25 478.25 TW17+HC 38 1/4 X 103 1/8 142.17 168.24 142.17 232.43 142.17 253.01 142.17 284.34 284.34 426.51 284.34 426.51 426.51 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 TW i H4+HC 53 X 77 1/8 75.48 75.48 104.28 104.28 113.51 113.51 124.30 161.88 248.61 372.92 248.61 372.92 372.92 TWIH45+"C 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 1 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 TW26+HC 74 X 109 19.42 19.42 26.83 26.83 29.20 29.20 41.64 41.63 98.23 98.23 126.05 138.79 189.08 TW27+HC 74 X 121 18.00 18.00 24.87 24.87 27.07 27.07 38.60 38.60 91.06 91.06 116.85 128.66 175.27 TW32+HC 106 1/4 X 79 1/8 6.72 6.72 9.29 9.29 10.11 10.11 14.42 14.42 34.02 34.02 48.07 48.07 78.07 TW33+HC 106 1/4 X 91 1/2 5.89 5.89 8.14 8.14 8.86 8.86 12.63 12.63 29.80 29.80 42.11 42.11 68.38 TW34+HC 106 1/4 X 103 3/4 5.34 5.34 7.38 7.38 8.03 8.03 11.46 11.46 27.04 27.04 38.20 38.20 62.03 TW345+HC 106 1/4 X 109 3/8 5.15 5.15 7.12 7.12 7.75 7.75 11.06 11.06 26.08 26.08 36.86 36.86 59.85 TW35+HC 106 1/4 X 116 1/8 4.97 4.97 6.86 6.86 7.47 7.47 10.66 10.66 25.15 25.15 35.53 35.53 57.70 TW36+HC 106 1/4 X 125 1/8 4.78 4.78 6.60 6.60 7.19 7.19 10.25 10.25 24.18 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 i 6.93 i9.88 9.88 23.32 23.32 32.94 32.9:45 3. 5 0 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REOUIREO FLORIDAEXTRUDERS INTERNATIONAL, INC. AT EACH END USING 1 1/4" EMBEDMENT. 2540 JEWETT LANE LAN B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE 2540 J D 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: DES I G N 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/ 17764 O 4 SCALE: FULL 1000 P.W./DESIGNER SILL (TYP.) . �,. SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETVEEN-J U#8 X 3/4 SELF WINDOW FLANGES � TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1 & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEr 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 rrSILL (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 ( ) 1000 P.W./DESIGNER SILL (TYP.) SELF wI S AUXILIARY PLAT (FOR ADDITIONAL ANCHORS. VHEN REQUIRED) O 1 X 2 X 3/8 Maw TUBE MULLION MULLION 0 . 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.) SELF 4S SEALANT BETWEEN _ WINDOW FLANGE & MULLION 2 7/16 X 3/8 IE MULLION . 3/A 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 i X 4 X 3/8 f�iTT�(—�f?l1 r TUBE MULLION `#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) lI 1000 P.W./DESIGNER SILL (TYP.) APPLIES & 2" X TO 4" HEAD TUBE & SILL WHERE MULLIONS ARE I " X 4" USED DETAIL C TWO BY WOOD BUCK BY OTHERS #8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 uu II TUBE MULLION `-#8 X 3/4 SELF TAPPING SMS — 1000 S.H. SECTION A -A 7 HEAD (TYP.) Woyne A. Block, P.E. 548 B Hwy 27 Clermont. FL 34711 FL License No. 52583 4 SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C� 1 I 1 1/8" MIN EMBEDMENT ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLES TO HEAD & SILL WHERE I" X 2` I For olternote & 1 X 2 7/16- TUBE MULLIONS ARE USED profiles where "Horizontol Clip" is SHEATHING not suitoble. it is occeptoble to use "Instollotion Clip os rR I INSTALLATION ANCHOR shown in Deloil C. #8 VOOD SCREV (TYP.) ■ HMIZ. CLIP 1 1/8, MIN. EMBEDMENT FLORIDA EXTRUDERS I2540NJEWETT 'LINC ANE SANFORD. FLORIDA TITLE: SER. 1000/ 1 SOO FIN SHEET 1 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: WA B SCALE: N T S DWG.: 1 HMF I N T W SERIES 1000 & 1500 FIN TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIESIN PSF WINDOW CALL SIZE WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS ccrT A-A(I1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS ccrT A-A(rl CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS tFrT. A-A171 CAPACITY i X2X3/8 TUBE MULL 4 ANCHORS SFrT A-A(l) CAPACITY I X2 7/16X1 / TUBE MULL 2 ANCHORS SECT A -A(;) CAPACITY 1 X2 7/16XI / TUBE MULL 4 ANCHORS tr-rT A-A17.1 CAPACITY 1 X2 7/16X3/ TUBE MULL 2 ANCHORS cFrT A-A(A1 CAPACITY 1 X2 7/16X3/f TUBE MULL 4 ANCHORS ccrT A-A(Al CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS ccrT A-A/S% CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS crrT A-A/Ci CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS CCtT A Cl CAPACITY 1 X4X3./8 TUBE MULL 6 ANCHORS . ./-% CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS - --- - -- - --- - - ✓�v. M-M v JG\.1. A -A V ,tl..r. A -A TW 12+HC 37 1/4 X 44 1/8 131.47 262.94 131.47 262.94 131.47 262.94 131.47 262.94 262.94 394.42 262.94 394.42 394.42 TW13+HC 37 1/4 X 56 1/2 123.11 246.22 123.11 246.22 123.1 i 246.22 123.11 246.22 246.22 369.33 246.22 369.33 369.33 TW 14+HC 37 1/4 X 68 3/4 103.66 207.33 103.66 207.33 163.86 207.33 103.86 207.33 207.33 311.00 207.33 311.00 311.00 TWI45+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 TW 16+HC 37 1/4 X 90 1/8 81.27 162.54 81.27 162.54 81.27 162.54 81.27 162.54 162.54 243.81 162.54 243.81 243.81 TW17+HC 37 1/4 X 102 1/8 72.48 144.96 72.48 144.96 72.48 144.96 72.48 144.96 144.96 217.44 144.96 217.44 217.44 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 TW1H3+HC 52 X 63 7/8 66.29 78.32 66.29 109.30 66.29 116.63 66.29 132.58 132.58 19.8.87 132.58 198.87 198.87 TW1 H4+HC 52 X 76 1/8 63.37 74.87 63.37 104.48 63.37 1 1 1.49 63.37 126.74 126.74 190.11 126.74 190.11 190.11 TW 1 H45+H 52 X 81 3/4 6 i . i i 72.20 fit .1 1 100.76 61.1 1 107.52 61.1 1 122.22 122.22 183.34 122.22 183.34 183.34 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 TW1 H6+HC 52 X 97 1 /2 52.36 61.86 52.36 86.33 52.36 92.12 52.36 104.72 104.72 157.09 104.72 157.09 157.09 TW 1 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 8.15 8.15 8.70 8.70 12.55 12.55 29.18 29.18 40.53 41.62 60.80 TW34+HC 105 1/4 X 102 3/4 5.30 5.30 7.39 7.39 7.89 7.89 11.38 11.38 26.47 26.47 36.76 37.75 55.15 TW345+HC 105 1/4 X 108 3/8 5.11 5.11 7.13 7.13 7.61 7.61 10.98 10.98 25.54 25.54 35.47 36.42 53.21 TW35+HC 105 1/4 X 115 1/8 4.93 4.93 6.88 6.88 7.34 7.34 10.58 10.58 24.62 24.62 34.20 35.11 51.30 TW36+HC 105 1/4 X 124 1/8 4.74 4.74 6.61 6.61 7.06 7.06 10.18 10.18 23.68 23.68 32.89 33.77 49.33 TW37+HC 105 1/4 X 136 1/8 4.57 4.57 6.38 6.38 6.80 16.80 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 T INTERNATIONAL. INC. REQUIRED AT EACH END USING 1 1/8- EMBEDMENT. FLORIDA EXTRUDERS 2540 J EWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE,. THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. _ TITLE- DESIGN PRESSURE CAPACITIES F I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR 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/ I %/O4 SCALE: FULL DWG.: I HMF I NTW PG 2 SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SILL (TYP.) F #8 X 3/4 SELFnn II TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \-08 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 Ir TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN IrSILL (TYP.) WINDOW FLANGES- #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 rfvi TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYP.) uA V 1/A I X 2 X 3/8 TUBE MULLION H0 n 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (2) WINDOW FLANGE & MULLION —� 1000 P.W./DESIGNER IFSILL (TYP.) u( V '11A CC r-1 X 2 7/16 X 3/8 TUBE MULLION �— pa x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (TYP.) #8 #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLIDN \_ #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 I " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS ONE BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION 1 \_#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 a DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP L1 1/4' MIN. EMBEDMENT MULLION I -- A ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS' 2540NJEWE17 LANE SANFORD FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 .,r T C TRIPLE HORIZONTAL MULLION SECTIONS A � fait J� f - S� SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH DATE: 6/ 1 7/ 0 4 APPROVED BY SCALE: N T S DWG-: WAB 1HMFLGTR 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 l /8 TUBE MULL 2 ANCHORS SECT. A-A CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A-A(1) CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A-A CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A-A CAPACITY 1 X2 7/16X1 / 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 5 CAPACITY 1 X4X l /8 TUBE MULL 6 ANCHORS SECT. A -A S 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 7 290.09 221.99 332.99 332.99 TR 12+TN 57 3/8 X 74 57.34 57.34 79.22 79.22 86.24 86.24 110.99 122.98 221.99 TR 13+TN 57 3/8 X 86 3/8 51.30 51.30 70.88 70.88 77.15 77.15 99.30 110.02 198.60 259.52 198.60 297.90 297.90 TR14+TN 57 3/8 X 98 5/8 48.70 48.70 67.29 67.29 73.24 73.24 94.27 104.45 188.55 246.39 188.55 282.82 282.82 TR145+TN 57 3/8 X 104 1/4 48.36 48.36 66.81 66.81 72.73 72.73 93.61 103.71 187.22 244.65 187.22 280.83 280.83 TR15+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 TR16+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 TR17+TN 57 3/8 X 132 39.02 39.02 53.91 53.91 58.68 58.68 75.53 83.68 151.06 197.40 151.06 226.59 226.59 TR1 H2+TN 79 1 /2 X 74 18.41 18.14 25.44 25.44 27.69 27.69 39.49 39.49 93.15 93.15 131.61 131.61 207.32 TR 1 H3+TN 79 1 /2 X 86 3/8 16.18 16.18 22.36 22.36 24.34 24.34 34.71 34.71 81.87 81.87 115.68 115.68 182.22 TR I 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 TR1H5+TN 79 X 111 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 TR 1 H7+TN 79 1 /2 X 132 13.36 13.36 18.45 18.45 20.09 20.09 28.65 28.65 67.58 67.58 95.49 95.49 150.43 TR22+TN 111 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 111 X 86 3/8 5.30 5.30 7.33 7.33 7.98 7.98 11.38 11.38 26.85 26.85 37.93 37.93 61.60 TR24+TN I11 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 Ill X 104 1/4 4.60 4.60 6.36 6.36 6.93 6.93 9.88 9.88 23.31 23.31 32.94 32.94 53.49 TR25+TN ill X Ill 4.43 4.43 6.12 6.12 6.66 6.66 9.50 9.50 22.41 22.41 31.67 31.67 51.43 TR26+TN 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 Ill X 132 4.07 4.07 5.62 5.62 6.12 6.12 8.73 8.73 20.61 20.61 29.12 29.12 47.29 TR32+TN 159 3/8 X 74 1.99 1.99 2.75 2.75 2.99 2.99 4.27 4.27 10.08 10.08 14.24 14.24 23.13 TR33+TN 159 3/8 X 86 3/8 1.72 1.72 2.38 2.38 2.59 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 16.30 6.70 18.90 9.47 9.47 15.38 TR37+TN 159 3/8 X .132 1.24 1.24 1.72 1.72 1.87 1.87 2.67 2.67 6.30 8.90 14.45 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REWIRED AT EACH ENO USING 1 1/4" EMBEDMENT. _ B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. EXTRUDERS INTERNATIONAL, INC. FLORIDA 2540 JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE HORIZONTAL MULLIONS - SER. 1000 1500 DRAWN BY: J BH APPROVED BY: WA B DATE: 6/ 17 / O 4 SCALE: FULL DWG.: I H M F L G T R PG 2 1000 P.W./DESIGNER SILL (TYP.) 1000 P.W./DESIGNER SILL (TYP.) AUXILIARY PLAT APPLIES TO HEAD & SILL WHERE I " X 4" DETAIL C & 2" X 4" TUBE MULLIONS ARE USED SELF HS I x 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES L MULLION SEALANT BETWEEN' U #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS L MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A ) L MULLION r1000 P.W./DESIGNER SILL (TYP.) j #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f—lf?J1 r TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION x 118 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES b 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 SELF NS I X 2 X 3/8 TUBE MULLION --Rd X 3/4 NLLV 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS j� 1 X 2 7/16 X 3 1—ltU-1 r/ TUBE MULLION SEALANT BETWEEN WINDOW FLANGE fL MULLION x N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 Irv—o]l % TUBE MULLION \= #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 MULL ION —/ 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS TWO BY WOOD BUCK BY OTHER 2 X 4 X 3/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT 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 StCATHING alternate profiles where "Horizontal FR INSTALLATION ANCHOR Clip" is not 08 WOOD SCREW suitable, it is (TYP.) acceptable ■ HORIZ. CLIP to use "Installation Clip" as shown in Detoil C. 1 1/8' MIN. EMBEDMENT #8 X 3/4 SELF TAPPING SMS �— q DETAIL B — 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 A. ? „: 41- � f FLORIDA EXTRUDERS 2540 JEWETT LANE INTERNATIONAL, INC. SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER S I DE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES 5 ' f . DRAWN BY: MSH APPROVED BY: WA B ® 4 ,. - DATE:6/ 1 7/04 SCALE: NTS DWG.: I HMF I NTR Z(I SERIES 1000 & 1500 FIN TRIPLE SINGLE HUNG WITH TRANSOM! HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW UNIT BUCK SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SET A -A 1 CAPACITY i X2X 1 /8 TUBE MULL 4 ANCHORS SECT, A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A-A CAPACITY 1 X2 7/16X1/ TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X I /I TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY ,1 X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 WINDOW CALL SIZE 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 TR12+TN TR 13+TN 6 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 14+TN 56 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 TR145+TN 56 3/8 X 103 1/4 47.65 47.90 47.65 66.85 47.65 71.33 47.65 95.31 95.31 142.97 95.31 142.97 142.97 TR 15+TN 56 3/8 X 1 10 45.35 45.59 45.35 63.62 45.35 67.89 45.35 90.71 90.71 136.07 90.71 136.07 136.07 TR16+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 I H3+TN 78 1 /2 X 85 3/8 16.00 16.00 22.33 22.33 23.83 23.83 30.86 34.36 61.73 79.90 61.73 92.60 92.60 TR i H4+TN 78 1 /2 X 97 5/8 14.70 14.70 20.51 20.51 21.89 21.89 28.36 31.57 56.72 73.41 56.72 85.08 85.08 TR 1 H45+TN 78 1 /2 X 103 1 /4 14.30 14.30 19.96 19.96 21.30 21.30 27.59 30.71 55.19 77.43 55.19 82.78 82.78 TR1 H5+TN 78 1 /2 X 110 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 TR i 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 TR22+TN 110 X 73 6.02 6.02 8.40 8.40 8.96 8.96 12.93 12.93 30.07 30.07 42.88 42.88 68.43 TR23+TN 110 X 85 3/8 5.24 5.24 7.31 7.31 7.80 7.80 11.25 11.25 26.18 26.18 37.33 37.33 59.57 TR24+TN 110 X 97 5/8 4.73 4.73 6.60 6.60 7.04 ; 7.04 10.16 10.16 23.62 23.62 33.69 33.69 53.77 TR245+TN 110 X 103 1 /4 4.55 4.55 6.35 6.35 6.78 6.78 9.78 9.78 22.74 22.74 32.44 32.44 51.76 TR25+TN 110 X 110 4.38 4.38 6.11 6.11 6.52 6.52 9.40 9.40 21.87 21.87 31.19 31.19 49.77 TR26+TN 110 X 119 4.19 4.19 5.85 5.85 6.25 6.25_ 9.01 9.01 20.96 20.96 29.89 29.89 47.70 TR27+TN 110 X 131 4.02 4.02 5.62 5.62 5.99 5.99 8.65 8.65 20.11 20.11 28.69 28.69 45.78 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 TR37+TN 3/8 X 131 1.18 1.18 1.64 1.64 1.75 1.75 2.53 2.53 5.89 5.89 8.41 8.41 13.79 1.158 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING REQUIRED AT EACH ENO 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 WINOOW'S LABEL RATING. ASTM £ 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 I N HORIZONTAL MULLIONS - SER. 1000 & I c-j00 DRAWN BY: JBH n APPROVED BY: WAD DATE: 6/ 1 7 / 0 4 SCALE:FULL DWG.: I HMF I N T R P G 2